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loyl c. bussell, p.e. - district engineer public hearing

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10' 0-12' 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 1 0 + 0 0 15+00 1 0 + 0 0 15+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230 + 00 235 + 0 0 2 4 0 + 0 0 2 4 5 + 0 0 250+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 23 0 + 00 2 3 5 + 00 2 4 0 + 0 0 245+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 2 30 + 00 23 5 + 0 0 2 4 0 + 0 0 245+00 250+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 2 30 + 00 23 5 + 0 0 2 4 0 + 0 0 245+00 250+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 2 30 + 00 23 5 + 0 0 2 4 0 + 0 0 245+00 250+00 10+00 15 + 00 20+00 25+00 10+00 1 5 + 0 0 20 + 00 2 5 + 00 0+00 5 + 00 1 0 + 00 10+00 15 + 00 20 + 0 0 2 5 + 00 10+00 15 + 00 2 0 + 0 0 10+00 1 5 + 00 20+00 10+00 5+ 00 1 0 + 0 0 5 + 0 0 10 + 00 1 5 + 00 20+00 10+00 10+00 10 + 00 10 + 00 23 5 + 00 240 + 0 0 245+00 2 50 + 00 0+00 0+00 255+00 260+00 2 6 5 + 0 0 T A RR AN T C OUN T Y C I T Y O F K E NN E DA LE T A RR A N T C OUN T Y C I T Y O F F O R E S T H I L L T A RR AN T C OUN T Y C I T Y O F F O R E S T H I LL T A RR AN T C OUN T Y C I T Y O F F O R E S T H I LL E L A D E N N E K - S T I M I L Y T I C L L I H T S E R O F - S T I M I L Y T I C H T R O W T R O F - S T I M I L Y T I C E L A D E N N E K - S T I M I L Y T I C 7 98 799 8 0 0 8 0 1 80 2 803 80 4 8 0 5 80 6 8 0 7 80 8 809 8 1 0 8 1 1 812 8 1 3 814 815 818 8 16 81 7 820 82 1 822 823 824 825 8 2 6 827 82 8 82 9 830 831 8 3 2 83 3 83 4 83 5 836 837 83 8 84 0 8 4 1 84 2 84 3 84 4 845 84 6 847 848 84 9 8 50 851 85 4 852 853 1 2 3 4 5 6 7 8 9 10 11 1 2 13 14 15 16 1 7 1 8 19 20 2 1 22 2 4 2 3 25 26 27 28 29 30 3 1 3 2 3 3 3 4 36 38 3 9 40 4 1 42 4 3 45 46 48 49 50 5 1 52 5 3 54 55 4 7 819 35 3 7 4 4 34 - A 9 30 9 31 932 933 93 4 935 936 9 3 7 938 93 9 940 942 9 4 3 94 4 9 4 1 0 - A 0 - B 0 - C 0 - D 0 - E 0 - F 0 - G 0 - H 0 - I 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 $sytime$ $sytime$ 5/14/2020 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 PGL= 662.59 STA 165+16.40 BEGIN I20 MAINLANES RO LL 1 O F 14 EXIST ING E X IST IN G 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" STA 157+00-208+75 I20 WESTBOUND FRONTAGE ROAD 6 MAINLANES 72' PGL 2' 12' 12' 12' 12' 2.0% 12' 12' 12' 12' 12' 12' 4 : 1 6 : 1 30' CLEAR ZONE 3:1 MAX. 6:1 USUAL 12' USUAL 20' 2' 4 : 1 6 : 1 PGL 28' 3:1 MAX. 6:1 USUAL 3:1 MAX. 6:1 USUAL 30' CLEAR ZONE SUP 12' 12' [ I20 I20 WESTBOUND MAINLANES SHLDR I20 EASTBOUND MAINLANES 12' SHLDR 12' 12' EXISTING ROW I20 EASTBOUND FRONTAGE ROAD 0-12' 28'-40' 2' 12' 2' 3:1 MAX. 6:1 USUAL 6' 2 % 2 % SHLDR SHLDR AUX 14' 16' 16' VA R I E S 6 : 1 6 : 1 RAMP SHLDR. ZONE CLEAR SHLDR. 4' 8' ZONE CLEAR PGL ( M AX C U T ) 4 : 1 ( M AX F I LL ) 3 : 1 EXISTING ROW 6 MAINLANES 72' EXISTING ROW 350' 2.0% 2.0% 2.0% 2.0% 10' 5' 12' 12' PROPOSED RAMP TYPICAL SECTION STA 208+75-225+00 I20 WESTBOUND MAINLANES I20 EASTBOUND MAINLANES 0'-24' [ I20 12' 12' 2.0% 12' 12' 12' 12' 12' 12' 12' PGL PGL 12' 12' EXISTING ROW AND AUX LANE 5 MAINLANES 72' AND 2 AUX LANE 4 MAINLANES 48'-60' 12' SHLDR AUX AUX SHLDR 2.0% RETAINING WALL 2' 3' PGL 6' 3:1MAX 6:1USUAL 2.0% 12' 12' 29' 5' RETAINING WALL USUAL 20' 2' 3' PGL 10' 3:1MAX 6:1USUAL 2.0% 12' 12' 5' 29' 5' VARIES 2' SUP SDWK SDWK USUAL 15' USUAL 15' 8" 5' 8" 8" 8" 2 % 2 % 0-12' 0-12' PROPOSED I20 TYPICAL SECTION EXISTING ROW EXISTING ROW PROPOSED I20 TYPICAL SECTION 3:1MAX 6:1USUAL USUAL 20' 2' 2' PGL PROPOSED ROW 12' 12' 12' 64' 2.0% 12' 12' 6' 7' SDWK 7' 28'-40' 2' 12' PGL 2' PROPOSED ROW USUAL 20' 3:1MAX 6:1USUAL SUP 5' 5' 2 % 12' WITH TURN LANES WITH PROPOSED ROW WITH TURN LANES WITH PROPOSED ROW WBFR STA 218+00-222+11.50 EBFR STA 214+00-216+85 STA 169+90-208+75 STA 164+52-208+75 PGL 2' | WBFR | WBFR | EBFR | EBFR 2.0% 8" PROPOSED FRONTAGE ROAD TYPICAL SECTION PROPOSED FRONTAGE ROAD TYPICAL SECTION PROPOSED I20 FRONTAGE ROAD TYPICAL SECTION PROPOSED I20 FRONTAGE ROAD TYPICAL SECTION 0-7' R A V R A V 0-7' 2' SHLDR SHLDR 12' 12' 1' 1' 14' STA 223+00 -250+00 16' 16' VA R I E S 6 : 1 6 : 1 RAMP SHLDR. ZONE CLEAR SHLDR. 4' 8' ZONE CLEAR PGL ( M AX C U T ) 4 : 1 ( M AX F I L L ) 3 : 1 2.0% 2.0% 2.0% USUAL 20' 12' 12' 12' 12' PGL 6 : 1 4 : 1 2.0% USUAL 20' 12' 12' 4' 6' 4' 12' CLEAR ZONE 30' 12' 12' 6' 4' 34' 34' 4 % 48'-72' VARIES 48'-60' VARIES 12' 12' 12' PGL PGL 4 % CLEAR ZONE I20 [ 30' 10' SHLDR 10' SHLDR SHLDR SHLDR 10' 10' 6 : 1 4 : 1 EXISTING ROW EXISTING ROW 3:1MAX 6:1USUAL 3:1MAX 6:1USUAL AUX 0-12' 3 : 1 M AX 6 : 1 U S U A L 3:1MAX 6:1USUAL EXISTING ROW VARIES (350'-538') AUX 0-12' AUX 0-12' EXISTING RAMP TYPICAL SECTION EXISTING I20 TYPICAL SECTION | WBFR | EBFR I20 EASTBOUND FRONTAGE ROAD 0-12' 6 MAINLANES 72' PGL 2' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 4 : 1 6 : 1 30' CLEAR ZONE 3:1 MAX. 6:1 USUAL 12' USUAL 20' 2' 4 : 1 6 : 1 PGL 28' 3:1 MAX. 6:1 USUAL 3:1 MAX. 6:1 USUAL 30' CLEAR ZONE 7' 6' SDWK VARIES 12' 12' [ I20 USUAL 350' VARIES (350'-565') I20 WESTBOUND MAINLANES SHLDR I20 EASTBOUND MAINLANES 12' 12' SHLDR 12' 12' PROPOSED ROW EXIST. ROW AUX 12' 6 MAINLANES+AUX 72'-84' PROPOSED ROW I20 WESTBOUND FRONTAGE ROAD 0-12' 28'-40' USUAL 20' 2' 12' PGL 2' 3:1 MAX. 6:1 USUAL PROPOSED R.O.W. 2 % VARIES EXIST. ROW 2 % VA R I E S 2 % - 5 . 6 % VA R I E S 2 % - 5 . 6 % SHLDR SHLDR AUX 2.0% 2.0% 10' SUP 5' 5' 12' 12' STA 240+00-250+00 6 MAINLANES 72' 2' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' [ I20 I20 WESTBOUND MAINLANES SHLDR I20 EASTBOUND MAINLANES 12' SHLDR 12' 12' AUX 12' VA R I E S 2 % - 5 . 6 % VA R I E S 2 % - 5 . 6 % SHLDR SHLDR 2.0% 12' 12' 2' 4' 2.0% 12' 12' 2' PGL STA 225+00-250+00 I20 EASTBOUND FRONTAGE ROAD I20 WESTBOUND FRONTAGE ROAD 12' SDWK 4' 51' 2' PATH USE SHARED 10' PROPOSED I20 TYPICAL SECTION 12' 6 MAINLANES+AUX 84' 206' 1' 6' 1' 49' 18' PROPOSED I20 TYPICAL SECTION @ UPRR USUAL 20' PGL 2' 2' 12' 12' 12' 2.0% 12' 12' 12' 60' 12' 12' 12' 12' 12' 60' 2' USUAL 20' 12' 2.0% 2' 2' PROPOSED ROW PROPOSED ROW PGL 3:1MAX 6:1USUAL SHLDR SHLDR 12' 3:1MAX 6:1USUAL 52' 12' 2.0% 2.0% 12' NORTHBOUND MAINLANES SOUTHBOUND MAINLANES WESTBOUND FRONTAGE ROAD 5-MAINLANES STA 162+00-164+16 5-MAINLANES [ I20 TYPICAL 400' VARIES(541'-589') 12' 12' 12' 12' 12' 12' 5' 10' 5' PATH USE SHRD 64' 12' 12' 7' 6' 7' SDWK USUAL 20' PGL 2' 2' 12' 12' 12' 2.0% 12' 12' 12' 72' 12' 12' 12' 12' 12' 72' 2' PROPOSED ROW PGL 3:1MAX 6:1USUAL SHLDR SHLDR 12' 28' 12' 2.0% 2.0% 12' EASTBOUND MAINLANES WESTBOUND MAINLANES 6-MAINLANES 6-MAINLANES [ I20 TYPICAL 400' VARIES(541'-589') 12' 12' 7' 6' 7' SDWK 12' 12' 12' USUAL 20' PGL 2' 2' PROPOSED ROW 3:1MAX 6:1USUAL 28' 12' 2.0% 12' WESTBOUND FRONTAGE ROAD EASTBOUND FRONTAGE ROAD EASTBOUND FRONTAGE ROAD 5' 10' 5' PATH USE SHRD STA 193+52-195+08 PROPOSED I20 TYPICAL SECTION @ HARTMAN PROPOSED I20 TYPICAL SECTION @ FOREST HILL 8" 8" PGL | WBFR | WBFR | EBFR | EBFR STA = 157+00.00 EL = 647.57' ( + ) 0 . 42 % ( + ) 3 . 48 % L = 300.00' K = 98 ex = 1.15' STA = 163+00.00 EL = 668.43' ( + ) 3 . 48 % ( - ) 1 . 94 % L = 900.00' K = 166 ex = -6.09' STA = 171+00.00 EL = 652.93' ( -) 1 . 94 % (-) 0 . 52 % L = 200.00' K = 141 ex = 0.35' STA = 178+00.00 EL = 649.30' ( - ) 0 . 52 % ( -) 0 . 78 % L = 200.00' K = 772 ex = -0.06' STA = 180+25.00 EL = 647.55' (-) 0 . 78 % ( + ) 0 . 8 2 % L = 200.00' K = 125 ex = 0.40' STA = 189+00.00 EL = 654.75' ( + ) 0 . 8 2 % ( + ) 0 . 69 % L = 800.00' K = 5887 ex = -0.14' STA = 194+75.00 EL = 658.70' ( + ) 0 . 69 % (-) 0 . 8 8 % L = 250.00' K = 160 ex = -0.49' STA = 197+00.00 EL = 656.73' ( - ) 0 . 88 % L = 150.00' K = 198 ex = -0.14' STA = 198+50.00 EL = 654.28' (- ) 1 . 63 % ( - ) 0 . 94 % L = 150.00' K = 215 ex = 0.13' STA = 210+25.00 EL = 643.27' ( - ) 0 . 94 % (-) 2 . 15 % L = 300.00' K = 247 ex = -0.46' STA = 217+25.00 EL = 628.22' (-) 2 . 1 5 % (-) 0 . 5 0 % L = 300.00' K = 182 ex = 0.62' STA = 227+25.00 EL = 623.22' (-) 0 . 50 % ( + ) 1 . 89 % L = 500.00' K = 209 ex = 1.50' STA = 244+00.00 EL = 654.95' ( + ) 1 . 89 % (- ) 2 . 45 % L = 1,300.00' K = 299 ex = -7.06' VPC 155+50.00 EL = 646.94' VPT 158+50.00 EL = 652.79' VPC 158+50.00 EL = 652. 79' VPT 167+50.00 EL = 659. 71' VPC 170+00.00 EL = 654.87' VPT 172+00.00 EL = 652.41' VPC 177+00.00 EL = 649.82' VPT 179+00.00 EL = 648.52' VPC 179+25.00 EL = 648.33' VPT 181+25.00 EL = 648.37' VPC 185+00.00 EL = 651.46' VPT 193+00.00 EL = 657.50' VPT 196+00.00 EL = 657.61' VPC 196+25.00 EL = 657.39' VPT 197+75.00 EL = 655.50' VPC 197+75.00 EL = 655.50' VPT 199+25.00 EL = 653.58' VPC 208+75.00 EL = 644.68' VPT 211+75.00 EL = 640.04' VPC 215+75.00 EL = 631.44' VPT 218+75.00 EL = 627.47' VPC 224+75.00 EL = 624.47' VPT 229+75.00 EL = 627.96' VPC 237+50.00 EL = 642.64' STA = 152+50.00 EL = 645.68' ( + ) 0 . 3 9 % ( + ) 0 . 42 % L = 300.00' K = 9750 ex = 0.01' VPC 151+00.00 EL = 645.10' VPT 154+00.00 EL = 646.31' EXISTING PGL EXISTING GROUND AT PGL CONC BEAMS 58.5' PROPOSED PGL 47' 47' 152.50' PREST. CONC BEAMS 372' PREST. TX 54 124' 124' 124' 217.50' PREST. CONC BEAMS STA = 193+56.95 BEGIN BRIDGE STA = 195+10.45 END BRIDGE STA = 163+13.86 BEGIN BRIDGE STA = 165+00.36 END BRIDGE STA = 240+95.00 BEGIN BRIDGE STA = 244+65.00 END BRIDGE EL = 648.33 STA = 179+25 BEGIN I20W PGL EL = 648.37 STA = 181+25 END I20W PGL EL = 644.68 STA = 208+75.00 BEGIN I20W PGL 15.73 ' 15.65 ' 14.56 ' 15.74 ' 16.16 ' 15.69 ' 18.90 ' 19.56 ' 20.19 ' 20.40 ' 23.57 ' 26.75 ' 2:1 2:1 2:1 2:1 2:1 2:1 72.5' 72.5' 72.5' VPC 193+50.00 EL = 657.84' (TO BE EXTENDED U.S. AND D.S.) EXISTING DRAINAGE 2-48" RCP D.S. FL=636.49, D.S. FL=636.58 U.S. FL=639.54, U.S. FL=639.64 WITHIN THE CULVERT HGL CONTAINED EL. 644.74 HW50-YR EL. 645.28 HW100-YR 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 648.6 647.9 648.2 644.2 643.3 642.3 641.4 640.4 639.3 637.8 636.2 634.9 634.0 633.7 633.0 632.3 631.4 630.4 629.5 628.6 627.5 626.8 626.6 626.7 627.1 627.5 628.1 628.8 629.4 630.1 630.9 631.2 632.5 634.4 636.3 638.0 622.9 611.9 629.3 639.3 637.5 635.1 632.3 629.4 626.1 647.3 648.7 651.2 654.5 657.3 659.6 661.3 662.3 662.8 662.7 662.0 660.6 658.7 656.8 654.9 653.3 652.4 651.9 651.4 650.9 650.3 649.8 649.2 648.52 647.97 648.19 649.0 649.8 650.6 651.5 652.3 653.1 653.9 654.6 655.4 656.1 656.8 657.5 658.1 658.2 657.6 656.6 655.1 653.8 652.9 651.9 651.0 650.1 649.1 648.2 647.3 646.3 645.4 644.43 643.19 641.54 639.51 637.36 635.21 633.06 630.92 629.18 628.00 627.34 626.84 626.34 625.84 625.34 624.84 624.36 624.22 624.56 625.37 626.67 628.43 630.32 632.22 634.11 636.01 637.90 639.79 641.69 643.54 645.10 646.33 647.22 647.78 648.00 647.89 647.45 646.67 645.56 644.11 642.33 640.22 642.8 643.2 643.5 643.9 644.3 644.7 645.1 645.5 645.9 646.3 646.7 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 I-20 I-20 I-20 I-20 FOREST HILL DR HARTMAN RD FOREST HILL DR HARTMAN RD 3,900 5,100 5,500 96,900 130,500 147,300 105,200 142,200 160,500 105,200 142,200 160,500 1,300 1,700 1,900 500 700 800 800 1,000 1,100 500 700 800 4,100 5,700 6,100 400 500 600 1,500 2,000 2,300 900 1,200 1,400 600 800 900 7,600 10,300 11,600 96,900 130,500 147,300 600 800 900 4,600 6,200 7,000 600 800 900 4,600 6,200 7,000 12,900 17,700 19,700 7,000 9,500 10,800 5,500 7,400 8,300 5,900 7,700 8,500 7,500 10,100 11,400 5,400 7,300 8,200 5,900 8,200 9,000 1,000 1,400 1,600 6,900 9,100 10,100 12,500 16,900 19,100 23,500 31,900 35,700 6,800 9,200 10,400 89,300 120,200 135,700 89,300 120,200 135,700 30,300 41,100 46,100 98,000 132,400 149,500 7,600 10,600 12,200 13,800 18,600 21,100 8,200 10,700 12,000 5,600 7,900 9,100 20,300 27,400 31,000 11,400 15,400 17,400 1,000 1,400 1,600 5,200 7,100 7,900 400 500 600 8,900 12,000 13,600 19,100 25,800 29,100 82,500 111,000 125,300 98,000 132,400 149,500 6,800 9,200 10,400 91,200 123,200 139,100 25,900 35,000 39,500 5,300 7,400 8,100 5,100 7,100 7,800 400 800 1,200 7,200 9,800 11,000 100 200 300 100 200 300 100 200 300 100 200 300 100 200 300 1,200 1,500 1,700 1,300 1,700 2,000 1,300 1,700 1,900 100 200 300 1,200 1,500 1,600 100 200 300 400 800 1,200 100 200 300 100 200 300 M AT CHL I NE K LEGEND 1,000 - 2025 ADT 1,000 - 2045 ADT 1,000 - 2055 ADT NOT TO SCALE I-20 I-20 M AT CHL I NE K LEGEND 1,000 - 2025 ADT 1,000 - 2045 ADT 1,000 - 2055 ADT NOT TO SCALE I-20 I-20 MATCHLINE L-1 DIVISION ON 8-20-2019 APPROVED BY TXDOT TP&P NOTE: TRAFFIC VOLUMES ANGLIN DR ANGLIN DR 96,200 130,200 147,200 3,800 5,100 5,700 8,700 11,800 13,100 6,300 8,500 9,600 4,400 5,900 6,800 2,000 2,700 3,100 4,300 5,800 6,500 2,500 3,300 3,500 3,500 4,700 5,400 1,500 2,000 2,200 1,800 2,500 2,800 900 1,200 1,400 3,800 5,100 5,700 89,300 120,200 135,600 101,300 137,100 155,000 96,900 130,500 147,300 96,900 130,500 147,300 101,300 137,100 155,000 8,300 11,300 12,500 96,900 130,500 147,300 101,300 137,100 155,000 7,600 10,300 11,700 700 1,000 1,200 700 1,000 1,200 5,600 7,700 8,600 89,300 120,200 135,600 12,800 17,500 19,700 12,100 16,500 18,500 4,900 6,700 7,400 8,700 11,800 13,100 100 200 300 700 900 1,000 2,500 3,600 3,800 5,000 6,600 7,400 1,900 2,600 3,000 1,600 2,100 2,300 2,600 3,500 4,000 1,900 2,600 2,900 900 1,200 1,400 1,000 1,400 1,500 100 200 300 100 200 300 100 200 300 4,200 5,700 6,400 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 UPRR ANGLIN DRIVE HARTMAN ROAD FOREST HILL DRIVE I-20 MAINLANE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE 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/ (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) I-20 - EASTBOUND IH 20 - EASTBOUND IH 20 - EASTBOUND I-20 - WESTBOUND I-820 - SOUTHBOUND PARCEL NO OWNER PARCEL NO OWNER PARCEL NO. OWNER PARCEL NO OWNER PARCEL NO OWNER 0-A ROSS INVESTMENTS 1 MIDWEST HOLDING CO INC. 36 RACE PARTNERS 830 RALPH J. SWAIN 798 RICHARDS REAL PROPERTY LEASING, LLC 0-B ZJ GIFTS F3 LLC 2 HALLE PROPERTIES, LLC 37 PAVILLION PARTNERS 831 EUGENE E. THOMPSON 799 CHARLES EXLEY 0-C TEXAS MED PROPERTIES LLC 3 KAL-HAR LLC 38 RACE PARTNERS 832 MARIAN SUMMERS 800 BOBBY GLENN BRYAN 0-D NET LEASE FUNDING 2005 LP 4 UAASR LLC 39 RACE PARTNERS 833 EDUARDO HINOJOSA 801 BOBBY GLENN BRYAN 0-E LUBY'S RESTAURANTS LTD 5 LLEWELLYN REALTY LP 40 CARROLL FAMILY INVESTMENTS, LTD 834 DARLENE ANN LOWE 802 LIGHTHOUSE HOMES. LLC 0-F RETAIL BUILDERS INC 6 VIEN AN TEMPLE 41 SWAIM, RALPH 835 SCOTT DAVIDSON INTEREST, INC. 803 JESUS CARRIZALES 0-G TACO BELL OF AMERICA INC 7 AMY PHAN 42 THE BEARDEN CORPORATION 836 AGAPE METROPOLITAN COMMUNITY CHURCH 804 ROBERTA B. SNEED 0-H KEITHBEV LLC 8 LINDA FAYE CONNER 43 CASUL,INC OF FORT WORTH, TEXAS 805 DORA D. OVERTON 0-I KEITHBEV LLC 9 FOREST HILL CHURCH OF CHRIST, INC 44 TRDJ HOLDINGS, LLC 837 PARAMOUNT CAPITAL INVESTMENTS LLC AND 806 JOE BRENT JOHNSON 10 CHARLES S DEEDS 45 LYNE REALTY, LP HEALTHCORE SYSTEM MANAGEMENT, LLC 807 LEE ALLAN JORDAN PROPERTY OWNERSHIP TABLE 11 CHARLES N NORRELL 46 SAVOY PROPERTIES, LLC 838 BOARD OF TRUSTEES OF I-20 - WESTBOUND Source: https://www.tad.org/data-download/ 12 VICTOR MURILLO 47 THE CITY OF FORT WORTH FOREST HILL UNITED METHODIST CHURCH 808 RICK ROBERTSON (Database last updated: May, 2018) 13 CLEARTIS DARNELL 48 HEARTHSTONE PROPERTIES. DELAWARE, INC 839 UNITED LAND HOLDINGS, LTD 809 RICK L. ROBERTSON I-20 - WESTBOUND 14 NAOMI COLEMAN AMERICAN INTERNATIONAL 840 UNITED LAND HOLDINGS, LTD 810 ARG-PAL WTX,LLC PARCEL NO OWNER 15 CHARLEY R PIXLER 49 SOUTHERN PACIFIC RAILROAD 841 UNITED LAND HOLDINGS, LTD 811 ARG-PAL WTX,LLC 930 NEW SPIRIT OF PRAYER MINISTRIE 16 ANKUR CHAWLA 50 OAKCREST FAMILY CHURCH, INC 842 UNITED LAND HOLDINGS, LTD 812 B SMITH LLC 931 TUCKER, CHERRIE 17 NEHA CHAWLA 51 KEVIN KHORRAMI 843 820 AT FOREST HILL, LLC 813 CHRISTOPHER JERRY 932 CONCHAS RAZO, BIRIDIANA 18 NORVELL H CHANDLER 52 KENNEDALE ECONOMIC DEVELOPMENT 844 FOURSQUARE INVESTMENTS, L.P. ELIZABETH WILLIS 933 SPENCER, PAUL W 19 JAN D SR GOSS 53 KENNEDALE ECONOMIC DEVELOPMENT 845 FOURSQUARE INVESTMENTS, L.P. 814 ARTHUR L. ANDERSON 934 YOUNG, MELVIN 20 AARON C KING 54 KENNEDALE ECONOMIC DEVELOPMENT 846 MELISSA ANN KIRTLEY RISA ANDERSON 935 JOHNSON, EDWARD 21 RONALD R YOUNG 55 SUNDANCE CONSOLIDATED LLC 847 VICTOR GENIS 815 CYNTHIA E. SMITH 936 DEAN, KEYANDRA 22 OWNER UNKNOWN 848 WILLIAM LEWIS 816 ROBERTO DUENES 937 LANDRUM, ANDRE 23 BUD C TABOR 849 EDGAR ALVAREZ ZAPATA 817 JOSE C. GARCIA 938 LUERA, MANUELA S 24 LUIS ENRIQUE ALDABA RECIO 850 REFUGIO SALAZAR 818 ROBERT M. PLATT 939 WOODS, LEONARD 25 GARY B HICKS 851 RAY TURNER 819 MOODY, JACKIE L. 940 ROSS, YVONNE ELAINE 26 CITY OF FOREST HILL 852 JAMES CLIFTON LANE, JR. 820 JEFFREY BARTON 941 DUNKLEY, B A 27 A&S MOBILE SERVICES, INC 853 JOSE ANGEL GEURRERO 821 JOSE S ROSAS 942 LOWE, BRIAN 28 WILLIAM CARROLL REED 854 AGUSTIN, DIAZ 822 VICENTE RODRIGUEZ 943 DIXON, LORENZO J 29 BRET J PRIVITT 823 ELLA JEAN HOLIDAY HARDEN 944 MAULDIN, AUBREY J 30 THE FOREST HILL COMMUNITY BIBLE CHURCH 824 JUANA MARTINEZ MOORE 31 PATTON & PETERSON INSULATION, INC 825 DOUGLAS ALLEN 32 NOORANI CORPORATION 826 DANNY L. HELMS 33 IMMY CORPORATION 827 FREDERICK M. BISCHOFF 34 GT LEASING, LLC 828 CORNELIO SALVADOR 829 ANDREW JAMES SANDERS, JR. 35 D & J NILES 34-A PROVICE REALTY, LLC RO LL 1 O F 8 T A RR AN T C OU N T Y C I T Y O F F O R E S T H I LL 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 NOISE BARRIER 2 NOISE BARRIER 2 NOISE BARRIER 2 P A R K HANG E R P A R K ME MO R I A L F O R E S T H I LL P A R K T R E N T MAN E MI L Y 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} NOISE BARRIER 1 NOISE BARRIER 1 [ I 20 STA 250+00 SEE ROLL #2 OF 14 SEE ROLL #2 OF 14 MATCHLINE I20W STA 250+00 PROPOSED PR O PO SE D [ I 20 STA 250+00 SEE ROLL #2 OF 8 8 F O RE S T HI LL DR BANBURY DR F O RE S T HI LL DR YO R K S HI RE DR E VONS H I R E DR CR AW F O R D L N E H ART M A N R D FOREST HILL CIR S H ADYH I LL DR ANG L I N DR ANG L I N DR S CO T S DALE DR L I NDAL E RD H I GH R I DGE R D KE NNE DALE S T RO Y AL O AKS DR M EL I NDA DR OAK CRE S T DR W E S T W I CHI T A S T UNI ON P ACI F I C RR UNI ON P ACI F I C RR W I CHI T A S T D A O R T L A S P ARK RUN DR P ARK BROOK P ARK F O RE S T P ARK O AK S P A C KA R DC T N 0 100 200 400 HO R I Z O N T A L I N T E R S T A T E 20 I N TE R S T A TE 820

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Page 1: LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER PUBLIC HEARING

10' 0-12'

MATCHLINE KMATCHLINE K

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

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TARRANT COUNTY

CITY OF KENNEDALE

TARRANT COUNTY

CITY OF FOREST HILL

TARRANT COUNTY

CITY OF FOREST HILL

TARRANT COUNTY

CITY OF FOREST HILL

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K-

ST

IM

IL

YT

IC

LL

IH

TS

ER

OF

-S

TI

MI

L

YT

IC

HT

RO

W

TR

OF

-S

TI

MI

L

YT

IC

EL

AD

EN

NE

K-

ST

IM

IL

YT

IC

798

799

800

801

802

803

804

805806

807

808

809

810811812

813814815

818

816

817

820

821822823824825826

827828

829830831

832833834835

836837838

840

841

842

843

844

845

846

847848849850851854 852

853

1 2

3

4 5 6

7 8

9

10

11

12 13

14 15

16 17

18 19

20 21

2224

23

25 2627 28

2930

31 32

33

34

36

38

39

40

41 4243

4546

48

49

50

5152

53

54

55

47

819

3537

44

34-A

930

931932933934935936937938939940942943944 941

0-A

0-B

0-C 0-D 0-E

0-F

0-G 0-H

0-I

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$ 5/14/2020

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

PGL= 662.59

STA 165+16.40

BEGIN I20 MAINLANES

RO

LL 1 O

F 1

4

EXI

STI

NG

EXI

STI

NG

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"

STA 157+00-208+75

I20 WESTBOUND FRONTAGE ROAD

6 MAINLANES

72'

PGL

2'

12' 12'12'12'

2.0%

12' 12'12' 12'12' 12'

4:16:1

30'

CLEAR ZONE

3:1 MAX.

6:1 USUAL

12'

USUAL

20'

2'

4:1

6:1

PGL

28'

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

30'

CLEAR ZONE

SUP

12'12'

[ I20I20 WESTBOUND MAINLANES

SH

LD

R

I20 EASTBOUND MAINLANES

12'

SH

LD

R

12'12'

EXI

STI

NG

RO

W

I20 EASTBOUND FRONTAGE ROAD

0-12'

28'-40'

2'

12'

2'

3:1 MAX.

6:1 USUAL

6'

2%2%

SH

LD

R

SH

LD

R

AUX

14'

16'16'

VARIES6:1 6:1

RAMP SHLDR.

ZONE

CLEAR

SHLDR.

4' 8'

ZONE

CLEAR

PGL(MAX CUT)

4:1

(MAX FILL)

3:1

EXI

STI

NG

RO

W

6 MAINLANES

72'

EXISTING ROW 350'

2.0%

2.0%

2.0%

2.0%

10'5' 12'12'

PROPOSED RAMP TYPICAL SECTION

STA 208+75-225+00

I20 WESTBOUND MAINLANES I20 EASTBOUND MAINLANES

0'-24'

[ I20

12'12'

2.0%

12' 12'12' 12'12'12' 12'

PGL PGL

12'12'

EXISTING ROW

AND AUX LANE

5 MAINLANES

72'

AND 2 AUX LANE

4 MAINLANES

48'-60'

12'

SH

LD

RAUXAUX

SH

LD

R

2.0%

RETAINING WALL

2'3'

PGL

6'

3:1MAX

6:1USUAL

2.0%

12' 12'

29'

5'

RETAINING WALL

USUAL

20'

2' 3'

PGL

10'

3:1MAX

6:1USUAL

2.0%

12'12'5'

29'

5'

VARIES

2'

SUP

SD

WK

SD

WK

USUAL

15'

USUAL

15'

8"

5'8"

8"8"

2%2%

0-12'0-12'

PROPOSED I20 TYPICAL SECTION

EXI

STI

NG

RO

W

EXI

STI

NG

RO

W

PROPOSED I20 TYPICAL SECTION

3:1MAX

6:1USUAL

USUAL

20'

2'2'

PGL

PR

OP

OS

ED

RO

W

12' 12'12'

64'

2.0%

12' 12' 6'7'

SD

WK

7'

28'-40'

2'

12'

PGL

2'PR

OP

OS

ED

RO

WUSUAL

20'

3:1MAX

6:1USUAL

SUP

5' 5'

2%

12'

WITH TURN LANES WITH PROPOSED ROW WITH TURN LANES WITH PROPOSED ROW

WBFR STA 218+00-222+11.50 EBFR STA 214+00-216+85

STA 169+90-208+75 STA 164+52-208+75

PGL

2'

| WBFR

| WBFR

| EBFR

| EBFR

2.0%

8"

PROPOSED FRONTAGE ROAD TYPICAL SECTIONPROPOSED FRONTAGE ROAD TYPICAL SECTION

PROPOSED I20 FRONTAGE ROAD TYPICAL SECTIONPROPOSED I20 FRONTAGE ROAD TYPICAL SECTION

0-7'

R

A

V

R

A

V

0-7'

2'

SH

LD

R

SH

LD

R

12'12'

1' 1'

14'

STA 223+00 -250+00

16'16'

VARIES6:1 6:1

RAMP SHLDR.

ZONE

CLEAR

SHLDR.

4' 8'

ZONE

CLEAR

PGL(MAX CUT)

4:1

(MAX FILL)

3:1

2.0% 2.0%2.0%

USUAL

20'12' 12' 12' 12'

PGL

6:14:1

2.0%

USUAL

20' 12'12'

4'6'

4' 12'

CLEAR ZONE

30'

12' 12'

6'4'

34' 34'

4%

48'-72'

VARIES

48'-60'

VARIES

12'12' 12'

PGL PGL

4%

CLEAR ZONE

I20

[

30'

10'

SH

LD

R

10'

SH

LD

R

SH

LD

R

SH

LD

R

10'10'

6:1

4:1

EXI

STI

NG

RO

W

EXI

STI

NG

RO

W

3:1MAX

6:1USUAL 3:1MAX

6:1USUAL

AUX

0-12'

3:1MAX6:1USUAL

3:1MAX

6:1USUAL

EXISTING ROW VARIES (350'-538')

AUX

0-12'

AUX

0-12'

EXISTING RAMP TYPICAL SECTION

EXISTING I20 TYPICAL SECTION

| WBFR | EBFR

I20 EASTBOUND FRONTAGE ROAD

0-12'

6 MAINLANES

72'

PGL

2'

12' 12'12'12'12' 12'12' 12'12' 12'

4:16:1

30'

CLEAR ZONE

3:1 MAX.

6:1 USUAL

12'

USUAL

20'

2'

4:1

6:1

PGL

28'

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

30'

CLEAR ZONE

7' 6'

SDWK

VARIES

12'12'

[ I20

USUAL 350' VARIES (350'-565')

I20 WESTBOUND MAINLANES

SH

LD

R

I20 EASTBOUND MAINLANES

12'12'

SH

LD

R

12'12'

PR

OP

OS

ED

RO

W

EXIST. ROW

AUX

12'

6 MAINLANES+AUX

72'-84'

PROPOSED ROW

I20 WESTBOUND FRONTAGE ROAD

0-12'

28'-40'

USUAL

20'

2'

12'

PGL

2'

3:1 MAX.

6:1 USUAL

PR

OP

OS

ED

R.

O.

W.

2%

VARIES

EXIST. ROW

2%

VARIES 2%-5.6%VARIES 2%-5.6%

SH

LD

R

SH

LD

R

AUX

2.0%

2.0%

10'

SUP

5'5'

12'

12'

STA 240+00-250+00

6 MAINLANES

72'

2'

12' 12'12'12'12' 12'12' 12'12' 12'12' 12'12'

[ I20I20 WESTBOUND MAINLANES

SH

LD

R

I20 EASTBOUND MAINLANES

12'

SH

LD

R

12'12'

AUX

12'

VARIES 2%-5.6%VARIES 2%-5.6%

SH

LD

R

SH

LD

R

2.0%

12'12'

2' 4'

2.0%

12' 12'

2'

PGL

STA 225+00-250+00

I20 EASTBOUND FRONTAGE ROADI20 WESTBOUND FRONTAGE ROAD

12'

SD

WK

4'

51'

2'

PATHUSE

SHARED10'

PROPOSED I20 TYPICAL SECTION

12'

6 MAINLANES+AUX

84'

206'

1'

6'

1'

49'

18'

PROPOSED I20 TYPICAL SECTION @ UPRR

USUAL

20'

PGL

2'2'

12' 12'12'

2.0%

12' 12'12'

60'

12' 12'12' 12' 12'

60'

2'

USUAL

20'

12'

2.0%

2'2'P

RO

PO

SE

D

RO

W

PR

OP

OS

ED

RO

W

PGL

3:1MAX

6:1USUAL

SH

LD

R

SH

LD

R

12'

3:1MAX

6:1USUAL

52'

12'

2.0%

2.0%

12'

NORTHBOUND MAINLANESSOUTHBOUND MAINLANESWESTBOUND FRONTAGE ROAD

5-MAINLANES

STA 162+00-164+16

5-MAINLANES

[ I20

TYPICAL 400' VARIES(541'-589')

12'12'

12' 12' 12' 12'5' 10' 5'

PATH

USE

SHRD

64'

12'12' 7'6'7'

SD

WK

USUAL

20'

PGL

2'2'

12' 12'12'

2.0%

12' 12'12'

72'

12' 12'12' 12' 12'

72'

2'

PR

OP

OS

ED

RO

W

PGL

3:1MAX

6:1USUAL

SH

LD

R

SH

LD

R

12'

28'

12'

2.0%

2.0%

12'

EASTBOUND MAINLANESWESTBOUND MAINLANES

6-MAINLANES6-MAINLANES

[ I20

TYPICAL 400' VARIES(541'-589')

12'12'

7'6'7'

SD

WK

12' 12'12'

USUAL

20'

PGL

2' 2'PR

OP

OS

ED

RO

W

3:1MAX

6:1USUAL

28'

12'

2.0%

12'

WESTBOUND FRONTAGE ROAD

EASTBOUND FRONTAGE ROAD

EASTBOUND FRONTAGE ROAD

5' 10' 5'

PATH

USE

SHRD

STA 193+52-195+08

PROPOSED I20 TYPICAL SECTION @ HARTMAN

PROPOSED I20 TYPICAL SECTION @ FOREST HILL

8"8"

PGL

| WBFR

| WBFR

| EBFR

| EBFR

STA = 157+00.00

EL = 647.57'

(+) 0.42%(+)

3.48

%

L = 300.00'

K = 98

ex = 1.15'

STA = 163+00.00

EL = 668.43'

(+)

3.48

% (-) 1.94%

L = 900.00'

K = 166

ex = -6.09'

STA = 171+00.00

EL = 652.93'

(-) 1.94%(-) 0.52%

L = 200.00'

K = 141

ex = 0.35'

STA = 178+00.00

EL = 649.30'

(-) 0.52% (-) 0.78%

L = 200.00'

K = 772

ex = -0.06'

STA = 180+25.00

EL = 647.55'

(-) 0.78% (+) 0.82%

L = 200.00'

K = 125

ex = 0.40'

STA = 189+00.00

EL = 654.75'

(+) 0.82% (+) 0.69%

L = 800.00'

K = 5887

ex = -0.14'

STA = 194+75.00

EL = 658.70'

(+) 0.69% (-) 0.88%

L = 250.00'

K = 160

ex = -0.49' STA = 197+00.00

EL = 656.73'

(-) 0.88%

L = 150.00'

K = 198

ex = -0.14'

STA = 198+50.00

EL = 654.28'

(-) 1.63%(-) 0.94%

L = 150.00'

K = 215

ex = 0.13'

STA = 210+25.00

EL = 643.27'

(-) 0.94%(-) 2.15%

L = 300.00'

K = 247

ex = -0.46'

STA = 217+25.00

EL = 628.22'

(-) 2.15%(-) 0.50%

L = 300.00'

K = 182

ex = 0.62' STA = 227+25.00

EL = 623.22'

(-) 0.50% (+) 1.89

%

L = 500.00'

K = 209

ex = 1.50'

STA = 244+00.00

EL = 654.95'

(+) 1.89

% (-) 2.45%

L = 1,300.00'

K = 299

ex = -7.06'

VP

C 155

+50.00

EL

= 646.94'

VP

T 158

+50.00

EL

= 652.79'

VP

C 158

+50.00

EL

= 652.79'

VP

T 167

+50.00

EL

= 659.71'

VP

C 170

+00.00

EL

= 654.87'

VP

T 172

+00.00

EL

= 652.41'

VP

C 177

+00.00

EL

= 649.82'

VP

T 179

+00.00

EL

= 648.52'

VP

C 179

+25.00

EL

= 648.33'

VP

T 181

+25.00

EL

= 648.37'

VP

C 185

+00.00

EL

= 651.46'

VP

T 193

+00.00

EL

= 657.50'

VP

T 196

+00.00

EL

= 657.61'

VP

C 196

+25.00

EL

= 657.39'

VP

T 197

+75.00

EL

= 655.50'

VP

C 197

+75.00

EL

= 655.50'

VP

T 199

+25.00

EL

= 653.58'

VP

C 208

+75.00

EL

= 644.68'

VP

T 211

+75.00

EL

= 640.04'

VP

C 215

+75.00

EL

= 631.44'

VP

T 218

+75.00

EL

= 627.47'

VP

C 224

+75.00

EL

= 624.47'

VP

T 229

+75.00

EL

= 627.96'

VP

C 237

+50.00

EL

= 642.64'

STA = 152+50.00

EL = 645.68'

(+) 0.39% (+) 0.42%

L = 300.00'

K = 9750

ex = 0.01'

VP

C 151

+00.00

EL

= 645.10'

VP

T 154

+00.00

EL

= 646.31'

EXISTING PGL

EXISTING GROUND AT PGL

CONC BEAMS

58.5'

PROPOSED PGL

47' 47'

152.50' PREST.

CONC BEAMS

372' PREST. TX 54

124' 124'124'

217.50' PREST.

CONC BEAMS

STA = 193+56.95

BEGIN BRIDGE

STA = 195+10.45

END BRIDGE

STA = 163+13.86

BEGIN BRIDGE

STA = 165+00.36

END BRIDGE

STA = 240+95.00

BEGIN BRIDGE

STA = 244+65.00

END BRIDGE

EL = 648.33

STA = 179+25

BEGIN I20W PGL

EL = 648.37

STA = 181+25

END I20W PGL

EL = 644.68

STA = 208+75.00

BEGIN I20W PGL

15.73'

15.65'

14.56'

15.74'

16.16'

15.69'

18.90'

19.56'

20.19'

20.40'

23.57'

26.75'

2:1

2:1

2:1

2:1

2:1

2:1

72.5'72.5'72.5'

VP

C 193

+50.00

EL

= 657.84'

(TO BE EXTENDED U.S. AND D.S.)

EXISTING DRAINAGE 2-48" RCP

D.S. FL=636.49, D.S. FL=636.58

U.S. FL=639.54, U.S. FL=639.64

WITHIN THE CULVERT

HGL CONTAINED

EL. 644.74

HW50-YR

EL. 645.28

HW100-YR

145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00

648.6

647.9

648.2

644.2

643.3

642.3

641.4

640.4

639.3

637.8

636.2

634.9

634.0

633.7

633.0

632.3

631.4

630.4

629.5

628.6

627.5

626.8

626.6

626.7

627.1

627.5

628.1

628.8

629.4

630.1

630.9

631.2

632.5

634.4

636.3

638.0

622.9

611.9

629.3

639.3

637.5

635.1

632.3

629.4

626.1

647.3

648.7

651.2

654.5

657.3

659.6

661.3

662.3

662.8

662.7

662.0

660.6

658.7

656.8

654.9

653.3

652.4

651.9

651.4

650.9

650.3

649.8

649.2

648.52

647.97

648.19

649.0

649.8

650.6

651.5

652.3

653.1

653.9

654.6

655.4

656.1

656.8

657.5

658.1

658.2

657.6

656.6

655.1

653.8

652.9

651.9

651.0

650.1

649.1

648.2

647.3

646.3

645.4

644.43

643.19

641.54

639.51

637.36

635.21

633.06

630.92

629.18

628.00

627.34

626.84

626.34

625.84

625.34

624.84

624.36

624.22

624.56

625.37

626.67

628.43

630.32

632.22

634.11

636.01

637.90

639.79

641.69

643.54

645.10

646.33

647.22

647.78

648.00

647.89

647.45

646.67

645.56

644.11

642.33

640.22

642.8

643.2

643.5

643.9

644.3

644.7

645.1

645.5

645.9

646.3

646.7

510

520

530

540

550

560

570

580

590

600

610

620

630

640

650

660

670

680

690

700

I-20 I-20I-20 I-20

FOREST HILL DRHARTMAN RD

FOREST HILL DR HARTMAN RD

3,900

5,100

5,500

96,900

130,500

147,300

105,200

142,200

160,500

105,200

142,200

160,500

1,300

1,700

1,900

500

700

800

800

1,000

1,100

500

700

800

4,100

5,700

6,100

400

500

600

1,500

2,000

2,300

900

1,200

1,400

600

800

900

7,600

10,300

11,600

96,900

130,500

147,300

600

800

900

4,600

6,200

7,000

600

800

900

4,600

6,200

7,000

12,900

17,700

19,700

7,000

9,500

10,800

5,500

7,400

8,300

5,900

7,700

8,500

7,500

10,100

11,400

5,400

7,300

8,200

5,900

8,200

9,000

1,000

1,400

1,600

6,900

9,100

10,100

12,500

16,900

19,100

23,500

31,900

35,700

6,800

9,200

10,400

89,300

120,200

135,700

89,300

120,200

135,700

30,300

41,100

46,100

98,000

132,400

149,500

7,600

10,600

12,200

13,800

18,600

21,100

8,200

10,700

12,000

5,600

7,900

9,100

20,300

27,400

31,000

11,400

15,400

17,400

1,000

1,400

1,600

5,200

7,100

7,900

400

500

600

8,900

12,000

13,600

19,100

25,800

29,100

82,500

111,000

125,300

98,000

132,400

149,500

6,800

9,200

10,400

91,200

123,200

139,100

25,900

35,000

39,500

5,300

7,400

8,100

5,100

7,100

7,800

400

800

1,200

7,200

9,800

11,000

100

200

300

100

200

300

100

200

300

100

200

300

100

200

300

1,200

1,500

1,700

1,300

1,700

2,000

1,300

1,700

1,900

100

200

300

1,200

1,500

1,600

100

200

300

400

800

1,200

100

200

300

100

200

300

MA

TC

HLIN

E

K

LEGEND

1,000 - 2025 ADT

1,000 - 2045 ADT

1,000 - 2055 ADT

NOT TO SCALE

I-20I-20

MA

TC

HLIN

E

K

LEGEND

1,000 - 2025 ADT

1,000 - 2045 ADT

1,000 - 2055 ADT

NOT TO SCALE

I-20I-20

MATCHLINE L-1

DIVISION ON 8-20-2019

APPROVED BY TXDOT TP&P

NOTE: TRAFFIC VOLUMES

ANGLIN DR

ANGLIN DR

96,200

130,200

147,200

3,800

5,100

5,700

8,700

11,800

13,100

6,300

8,500

9,600

4,400

5,900

6,800

2,000

2,700

3,100

4,300

5,800

6,500

2,500

3,300

3,500

3,500

4,700

5,400

1,500

2,000

2,200

1,800

2,500

2,800

900

1,200

1,400

3,800

5,100

5,700

89,300

120,200

135,600

101,300

137,100

155,000

96,900

130,500

147,300

96,900

130,500

147,300

101,300

137,100

155,000

8,300

11,300

12,500

96,900

130,500

147,300

101,300

137,100

155,000

7,600

10,300

11,700

700

1,000

1,200

700

1,000

1,200

5,600

7,700

8,600

89,300

120,200

135,600

12,800

17,500

19,700

12,100

16,500

18,500

4,900

6,700

7,400

8,700

11,800

13,100

100

200

300

700

900

1,000

2,500

3,600

3,800

5,000

6,600

7,400

1,900

2,600

3,000

1,600

2,100

2,300

2,600

3,500

4,000

1,900

2,600

2,900

900

1,200

1,400

1,000

1,400

1,500

100

200

300

100

200

300

100

200

300

4,200

5,700

6,400

510

520

530

540

550

560

570

580

590

600

610

620

630

640

650

660

670

680

690

700

UPRR

ANGLIN DRIVE

HARTMAN ROAD

FOREST HILL DRIVE

I-20 MAINLANE

PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE

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/

(Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018)

I-20 - EASTBOUND IH 20 - EASTBOUND IH 20 - EASTBOUND I-20 - WESTBOUND I-820 - SOUTHBOUND

PARCEL NO OWNER PARCEL NO OWNER PARCEL NO. OWNER PARCEL NO OWNER PARCEL NO OWNER

0-A ROSS INVESTMENTS 1 MIDWEST HOLDING CO INC. 36 RACE PARTNERS 830 RALPH J. SWAIN 798 RICHARDS REAL PROPERTY LEASING, LLC

0-B ZJ GIFTS F3 LLC 2 HALLE PROPERTIES, LLC 37 PAVILLION PARTNERS 831 EUGENE E. THOMPSON 799 CHARLES EXLEY

0-C TEXAS MED PROPERTIES LLC 3 KAL-HAR LLC 38 RACE PARTNERS 832 MARIAN SUMMERS 800 BOBBY GLENN BRYAN

0-D NET LEASE FUNDING 2005 LP 4 UAASR LLC 39 RACE PARTNERS 833 EDUARDO HINOJOSA 801 BOBBY GLENN BRYAN

0-E LUBY'S RESTAURANTS LTD 5 LLEWELLYN REALTY LP 40 CARROLL FAMILY INVESTMENTS, LTD 834 DARLENE ANN LOWE 802 LIGHTHOUSE HOMES. LLC

0-F RETAIL BUILDERS INC 6 VIEN AN TEMPLE 41 SWAIM, RALPH 835 SCOTT DAVIDSON INTEREST, INC. 803 JESUS CARRIZALES

0-G TACO BELL OF AMERICA INC 7 AMY PHAN 42 THE BEARDEN CORPORATION 836 AGAPE METROPOLITAN COMMUNITY CHURCH 804 ROBERTA B. SNEED

0-H KEITHBEV LLC 8 LINDA FAYE CONNER 43 CASUL,INC OF FORT WORTH, TEXAS 805 DORA D. OVERTON

0-I KEITHBEV LLC 9 FOREST HILL CHURCH OF CHRIST, INC 44 TRDJ HOLDINGS, LLC 837 PARAMOUNT CAPITAL INVESTMENTS LLC AND 806 JOE BRENT JOHNSON

10 CHARLES S DEEDS 45 LYNE REALTY, LP HEALTHCORE SYSTEM MANAGEMENT, LLC 807 LEE ALLAN JORDAN

PROPERTY OWNERSHIP TABLE 11 CHARLES N NORRELL 46 SAVOY PROPERTIES, LLC 838 BOARD OF TRUSTEES OF I-20 - WESTBOUND

Source: https://www.tad.org/data-download/ 12 VICTOR MURILLO 47 THE CITY OF FORT WORTH FOREST HILL UNITED METHODIST CHURCH 808 RICK ROBERTSON

(Database last updated: May, 2018) 13 CLEARTIS DARNELL 48 HEARTHSTONE PROPERTIES. DELAWARE, INC 839 UNITED LAND HOLDINGS, LTD 809 RICK L. ROBERTSON

I-20 - WESTBOUND 14 NAOMI COLEMAN AMERICAN INTERNATIONAL 840 UNITED LAND HOLDINGS, LTD 810 ARG-PAL WTX,LLC

PARCEL NO OWNER 15 CHARLEY R PIXLER 49 SOUTHERN PACIFIC RAILROAD 841 UNITED LAND HOLDINGS, LTD 811 ARG-PAL WTX,LLC

930 NEW SPIRIT OF PRAYER MINISTRIE 16 ANKUR CHAWLA 50 OAKCREST FAMILY CHURCH, INC 842 UNITED LAND HOLDINGS, LTD 812 B SMITH LLC

931 TUCKER, CHERRIE 17 NEHA CHAWLA 51 KEVIN KHORRAMI 843 820 AT FOREST HILL, LLC 813 CHRISTOPHER JERRY

932 CONCHAS RAZO, BIRIDIANA 18 NORVELL H CHANDLER 52 KENNEDALE ECONOMIC DEVELOPMENT 844 FOURSQUARE INVESTMENTS, L.P. ELIZABETH WILLIS

933 SPENCER, PAUL W 19 JAN D SR GOSS 53 KENNEDALE ECONOMIC DEVELOPMENT 845 FOURSQUARE INVESTMENTS, L.P. 814 ARTHUR L. ANDERSON

934 YOUNG, MELVIN 20 AARON C KING 54 KENNEDALE ECONOMIC DEVELOPMENT 846 MELISSA ANN KIRTLEY RISA ANDERSON

935 JOHNSON, EDWARD 21 RONALD R YOUNG 55 SUNDANCE CONSOLIDATED LLC 847 VICTOR GENIS 815 CYNTHIA E. SMITH

936 DEAN, KEYANDRA 22 OWNER UNKNOWN 848 WILLIAM LEWIS 816 ROBERTO DUENES

937 LANDRUM, ANDRE 23 BUD C TABOR 849 EDGAR ALVAREZ ZAPATA 817 JOSE C. GARCIA

938 LUERA, MANUELA S 24 LUIS ENRIQUE ALDABA RECIO 850 REFUGIO SALAZAR 818 ROBERT M. PLATT

939 WOODS, LEONARD 25 GARY B HICKS 851 RAY TURNER 819 MOODY, JACKIE L.

940 ROSS, YVONNE ELAINE 26 CITY OF FOREST HILL 852 JAMES CLIFTON LANE, JR. 820 JEFFREY BARTON

941 DUNKLEY, B A 27 A&S MOBILE SERVICES, INC 853 JOSE ANGEL GEURRERO 821 JOSE S ROSAS

942 LOWE, BRIAN 28 WILLIAM CARROLL REED 854 AGUSTIN, DIAZ 822 VICENTE RODRIGUEZ

943 DIXON, LORENZO J 29 BRET J PRIVITT 823 ELLA JEAN HOLIDAY HARDEN

944 MAULDIN, AUBREY J 30 THE FOREST HILL COMMUNITY BIBLE CHURCH 824 JUANA MARTINEZ MOORE

31 PATTON & PETERSON INSULATION, INC 825 DOUGLAS ALLEN

32 NOORANI CORPORATION 826 DANNY L. HELMS

33 IMMY CORPORATION 827 FREDERICK M. BISCHOFF

34 GT LEASING, LLC 828 CORNELIO SALVADOR

829 ANDREW JAMES SANDERS, JR.

35 D & J NILES

34-A PROVICE REALTY, LLC

RO

LL 1 O

F 8

TARRANT COUNTY

CITY OF FOREST HILL

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

NOISE BARRIER 2

NOISE BARRIER 2 NOISE BARRIER 2

PARKHANGER

PARKMEMORIALFOREST

HILL

PARKTRENTMANEMILY

RTH FORK OF SOUTH CREEKF NO BRANCH ONORTH

KREEUTH CRK OF SOTH FONOR

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

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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}

NOISE BARRIER 1NOISE BARRIER 1

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Jim Croston P.E., Scott Henderson P.E. John Daylor P.E. Event BriefingRegional Event Briefing Jim Croston P.E., Scott Henderson P.E. John Daylor P.E. Hydrology and Hydraulics Branchand

Affordable Care Act: Overview of Impacts on Medicaid Marni Bussell SIM Project Director, DHS Lindsay Buechel Communications Manager, IME

Coauthors: Vijay P.V., P.E., WVU Hota VS GangaRao, P.E

Randy Lee, P.E. Peter Kavounas, P.E. Executive …...2019/09/02  · Randy Lee, P.E. Peter Kavounas, P.E. Executive Manager of Operations / Assistant GM General Manager August 15,

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Top Down Bridge Construction · Gerald Pitzer P.E. Pittsburgh Shane Vorce P.E. Mid-Allegheny 2 Years Albert Algazi P.E. Southern New Jersey Richard Cochrane P.E. Northeast Penn Thomas

Mo Bur Loyl Bussell Martin Rodin - WordPress.com · 2019-11-22  · Martin Rodin Director Professional Engineering Procurement Services (PEPS) RHCA Contact | Julio Florez | [email protected]

Bicycle and Pedestrian Traffic Count Report · 2018-05-25 · Surface Transportation Technical Committee Loyl Bussell, P.E., Chair, Texas Department of Transportation, Fort Worth

MAPEH (P.E.)

Tom DeLaura, P.E. Eramosa International David Vago, P.E ... for Asset Management.pdfTom DeLaura, P.E. Eramosa International David Vago, P.E. Midwest Asset Management Consultants 1/30/2014

Presenters: Mark Bouma, P.E. Michael Bauer, P.E

Lot 122 Bussell Highway Witchcliffe ... - Government of WA

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Lots 2807 & 2812 Bussell Highway, WITCHCLIFFE Advertising/2015...DEVELOPMENT CONCEPT PLAN Lots 2807 & 2812 Bussell Highway, WITCHCLIFFE t. (08) 9757 6688 Witchcliffe WA 6286 10412

P.E. Faculty

Bussell, H. and Mulcahy, L. (2010) 'Preparation for Higher Education… · 2017-05-02 · Bussell and Mulcahy Preparation for HE: a study of collaborative partnerships in easing the

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Environmental Engineering Area: Lower West Side ......CIVONTE COOPER P.E. LUCIEN BETANCOURT P.E. KEVIN ZHOU P.E., DESIGNER CHARLOTTE KOWALSKI P.E. Environmental Engineering Group 1

P.E. Sesion

P.E. History P.E. Philosophy Social Skills Locomotor skills Physics of P.E. 100 101001010010100 200 202002020020200 30030300303003030030300 404004040040400

Accessible Pedestrian Signals Presented by: Joe Couples, P.E. Valerie Lee, P.E

P.E. Activities

February 24, 2015 Presented by: Heidi Springer, P.E. Brian Ginter, P.E

Bridge 1762 - Bussell Highway Over Abba River

P.E Recounts

LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER N PUBLIC MEETING …ftp.dot.state.tx.us/pub/txdot/get-involved/ftw/southeast-connector/051619-i20-forest... · 380 duane p. tippit 381 mary

Veolia ES Southwark Ltd PFI and Contract Information 21 st May 2010 Presented by; Simon Bussell, Managing Director

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Loyl drills set

Shanon Murgoitio, P.E. Idaho Transportation Department Scott Wood, P.E. HDR Engineering

Higher P.E

Craig V. Hansen, P.E. J. Randall Johnson, P.E. David F

Philip Dompe, P.E. D. Max Sheppard, Ph.D. Michael Krecic, P.E