Upload File

schematic 2 of 3ftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/...dgn \ i h 2_ s c h e m _02....

  • Home
  • Documents
  • Schematic 2 of 3ftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/...DGN \ I H 2_ S C H E M _02. dgn 6: 36: 16 s P M c 2018 C S J: 0 0039-17-175 S C A LE: DA TE: 6 / 13 / 2018 GEOMETRIC
1
C-S-J-: 0039-17-175, etc. FED. AID PROJECT NO.: LENGTH: 7.8 MILES Existing Posted Speed: 45 MPH - Frontage Road 65 MPH - Mainlanes LIMITS: PHARR DISTRICT OFFICE OF DISTRICT ENGINEER , 2018 , 2018 , 2018 CORRECT: AREA ENGINEER APPROVED: FHWA LETTER DATED RECOMMENDED FOR APPROVAL: PLANNING AND DEVELOPMENT DIRECTOR OF TRANSPORTATION APPROVED: DISTRICT ENGINEER APPROVED: DESIGN DIVISION LETTER DATED 6/13/2018 FED. RD. DIV. NO. 6 70 MPH - Mainlane; 45 MPH Frontage Roads & 45 MPH Ramps Chapter 3, Section 6 Freeways DESIGN SPEED: Superelevation Rate max = 6% e Functional Classification: Urban Principal Arterial Freeway and Expressway DATE: FILE: 6/13/2018 \\PZHOU\data\bbi\trans\204701_IH2_Study\CADD\OpenRoads\DGN\IH2_SCHEM_02.dgn 6:36:16 PM c 2018 C S J : 0039 - 17 - 175 S C A LE : DA TE : 6 / 13 / 2018 GEOMETRIC DESIGN under the supervision of : Purposes. They were prepared by, or Construction, Bidding, or Permit These documents are not intended for LINE AND SYMBOL LEGEND EXISTING R.O.W. FACE OF CURB PAVEMENT EDGE OF NUMBER OF LANES X X STRIPING TRAVELWAY EDGE OF [ IH 2/[ US 281 PAVEMENT EDGE OF STRIPING TRAVELWAY EDGE OF 250 AVERAGE DAILY TRAFFIC VOLUMES US 83 MAIN LANES US 83 MAINLANES US 281 MAINLANES To: CAGE ST. BUS 83 OVERPASS From: JACKSON RD/ To: EAST OF "I" RD. From: CAGE ST. To: US83 From: NOLANA LOOP YEAR YEAR YEAR X COLOR LEGEND DATE: FILE: 6/13/2018 \\PZHOU\data\bbi\trans\204701_IH2_Study\CADD\OpenRoads\DGN\IH2_SCHEM_02.dgn 6:36:16 PM c 2018 C S J : 0039 - 17 - 175 DA TE : 6 / 13 / 2018 Mc D ON A L D N Mc D ON A L D N c 2018 HIDALGO COUNTY IH 2 (US 83) AT IH 69C (US 281) INTERCHANGE PRELIMINARY DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION 100' 50' 25 ' 0' 100' 50' 25 ' 0' S C A LE : I H 2 ( US 83 ) / I H 69 C ( US 281 ) I N TE RC HANG E 2017 2017 2017 2045 2045 2045 135,300 207,400 133,200 212,800 136,700 186,900 R O LL 2 PROPOSED MAINLANE WIDENING/RECONSTRUCTION PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION PROPOSED BRIDGE STRUCTURES PROPOSED NUMBER OF LANES C-S-J-: 0039-17-175, etc. FED. AID PROJECT NO.: LENGTH: 7.8 MILES Existing Posted Speed: 45 MPH - Frontage Road 65 MPH - Mainlanes LIMITS: PHARR DISTRICT OFFICE OF DISTRICT ENGINEER , 2018 , 2018 , 2018 CORRECT: AREA ENGINEER APPROVED: FHWA LETTER DATED RECOMMENDED FOR APPROVAL: PLANNING AND DEVELOPMENT DIRECTOR OF TRANSPORTATION APPROVED: DISTRICT ENGINEER APPROVED: DESIGN DIVISION LETTER DATED 6/13/2018 FED. RD. DIV. NO. 6 70 MPH - Mainlane; 45 MPH Frontage Roads & 45 MPH Ramps Chapter 3, Section 6 Freeways DESIGN SPEED: Superelevation Rate max = 6% e Functional Classification: Urban Principal Arterial Freeway and Expressway GEOMETRIC DESIGN under the supervision of : Purposes. They were prepared by, or Construction, Bidding, or Permit These documents are not intended for AVERAGE DAILY TRAFFIC VOLUMES US 83 MAIN LANES US 83 MAINLANES US 281 MAINLANES To: CAGE ST. BUS 83 OVERPASS From: JACKSON RD/ To: EAST OF "I" RD. From: CAGE ST. To: US83 From: NOLANA LOOP c 2018 HIDALGO COUNTY IH 2 (US 83) AT IH 69C (US 281) INTERCHANGE PRELIMINARY DESIGN SCHEMATIC TEXAS DEPARTMENT OF TRANSPORTATION R O LL 2 PROPOSED RAMP LINE AND SYMBOL LEGEND EXISTING R.O.W. FACE OF CURB PAVEMENT EDGE OF NUMBER OF LANES X X STRIPING TRAVELWAY EDGE OF [ IH 2/[ US 281 PAVEMENT EDGE OF STRIPING TRAVELWAY EDGE OF 250 X COLOR LEGEND PROPOSED MAINLANE WIDENING/RECONSTRUCTION PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION PROPOSED BRIDGE STRUCTURES REMOVAL OF RAMPS PROPOSED NUMBER OF LANES PROPOSED RAMP PROFILE LEGEND WBFR NATURAL GROUND EBFR NATURAL GROUND IH2 NATURAL GROUND PROPOSED IH2 PROFILE PROPOSED DC 1/2 PROPOSED DC 3/4 PROFILE LEGEND PAVEMENT REMOVAL PROPOSED EB RAMP PROFILE PROPOSED WB RAMP PROFILE WBFR NATURAL GROUND EBFR NATURAL GROUND IH2 NATURAL GROUND PROPOSED IH2 PROFILE PROPOSED DC 1/2 PROPOSED DC 3/4 PROPOSED EB RAMP PROFILE PROPOSED WB RAMP PROFILE I H 2 ( US 83 ) / I H 69 C ( US 281 ) I N TE RC HANG E Paul Voiles, PE,PTP PE #92991 Date Paul Voiles, PE,PTP PE #92991 Date Mc D ON A L D N Mc D ON A L D N N.T.S PROPOSED RETAINING WALL YEAR YEAR YEAR 2017 2017 2017 2045 2045 2045 135,300 207,400 133,200 212,800 136,700 186,900 PROPOSED RETAINING WALL N.T.S VICINITY MAP VICINITY MAP IH 69C: From Nolana Loop to IH 2 in Pharr IH 2: From 2nd Street to FM 2557 (Stewart Rd) in San Juan IH 69C: From Nolana Loop to IH 2 in Pharr IH 2: From 2nd Street to FM 2557 (Stewart Rd) in San Juan DRAFT Subject to Change 95% Submittal DRAFT Subject to Change 95% Submittal E S P E R AN Z A WI N T E R WI N G L A V I S T A WI L L O W I S T J S T U P A S M cA LLEN P H A RR C I T Y LI M I T P HA RR C I T Y LI M I T C I T Y LI M I T S AN JUAN C I T Y LI M I T P P RVSC RI O VALLEY SW I THCI NG COMPANY RVSC B Y R ON N EL S O N MO O R E A UGU S T A S Q U A R E GREENBRI AR WI C H I T A R I DG E L I N D B E R G • 2ND PEKI NG CYNTHI A J A C K S O N I T HA C A H O U S T ON 1 S T E R I E F R E S N O CAS A L I NDA ROS E ELLEN MOCKI NGBI RD GA L V E S T O N C H I C A G O B E AU MO N T C E B A Y WO OD C E DA R DA TEP A L M GU MWOOD HA C K B E R R Y I VY J A S MI N E K E ND L E WOOD L A U R E L MA P LE NY S S A O R AN G E P E C A N R E D WO O D S Y C A MO R E T A MA R A C K Q U I N C E WA L N U T 6 TH 3RD U P A S V I N E WH I T E WI N G H I GH L A ND WE S T WA Y L A V I S T A 5 TH 7 TH HA R V E Y 4TH C A MEL L I A DA FF O D I L E SP E R A N Z A 8TH F E R N G A R D E N I A H I B I S C U S 1 S T J ONQU I L 2ND I R I S K E R R I A L A R K S P U R MA R I G O L D NO L A N A K E R R Y P R I MR O S E QUA MA S I A R E D B UD 6 TH 7 TH 8TH 9 TH U L E X T U L I P 1 S T MI N N E S O T A E A R L I NG Mc COL L E L D O R A S UGAR S I O UX J ACKS ON S AN PATRI CI A PAL M LEE B U T L E R B O WI E E MI L HI BI S CUS P O L K WHAL EN S A E N Z R E NDON MA R T I N E Z G A RC I A D I A Z BR A DY BI RCH LE E E MI L WA R R E N ATHOL A L A N KA T H Y J UNI PER KUMQUAT DOUGL AS S COTTY MARY ANN CI RCLE J A MI E S AN D R A G O N Z A L E S HA C K B E RR Y E B O N Y C I T R U S A T H EL ME S Q U I T E C H A P A R R A L DOE BUF F AL O ANTEL OPE LEOPARD 2 ND 3 R D 4 T H R A I L R O AD 6 T H 7 T H 8 T H 9 T H COI L S HUFF ORD KI NG S AN ANTONI O S A M H O U S T ON WES T TEXAS S TANDARD G R E E N L I NCOL N NEBRAS KA KANS AS OHI O TEXAS I OWA L I NDEN KUMQUAT I RONWOOD DANNER F R I E DA T A R R A N T F I R R I DG E WOO D CYPRESS BI RCH ATHOL CAGE AS TER AZALEA BL UEBONNET CANNA J A C K S O N R I D G E MOO R E PETUNI A K E L L Y CAS A PAL M S UGAR C H E R OK EE GARDENI A C A F F E R Y P A R K F L AG ES PERANZA R O S E MA R Y S A M HO U S T O N BL UEBONNET AS TER B O ON E L E S L I E L A U C K H E L ME R J O N E S G O R E DAHL I A CANNA J OS EPHI NE ATHOL BI RCH CYPRESS DOGWOOD EBONY HU I S A C H E Mc DONA L D RI CHMOND GUMWOOD I RONWOOD D R E Y E R F I R MA R I ON P R E S T ON KUMQUAT L I NDEN MAGNOL I A HUI S ACHE E A S T S A N C H EZ J UNI PER I RONWWOD GUMWOOD P E NA E V AN S J U A R EZ L U C A S WR I GH T E G L Y C H A P A V I L L E G A S C O R T E Z S AN AN T ON I O P O L K E L LE R ATHOL ELL E R AZALEA V I LLE G A S E G L Y GAY I RI S HI BI S CUS WR I GH T HA WK S T A T E C L A R K J UA R E Z ERI CA B ELL WE S T C E N T R A L S AN J UAN N E B R A S K A S TEWART 3RD 4TH 5 TH C E N T R A L 1 0 TH C Y P R E S S CAGE B E L L 1 S T WYOMI NG S TATE WYOMI NG 1 S T 7 1 / 2 S A N T A F E G O ME Z A L A ME D A C H A P A RR A L 3 R D 4 T H V I C T O R I A V E R MON T 5 TH S U N F L O WE R S H A S T A T E A R O S E MA R I G O L D L A R K SP U R K E R R I A I R I S F E R N 1 S T S T 1 S T L N C A MEL I A CYNTHI A T A MA R A C K S Y C A MO R E J A S MI N E K E NN E DY EL B E R T D OUG L A S E I S E N H O WE R F UNNYWAY L OV EL YWA Y VA L LE YWA Y T ANG E R I N E G R A P E F R U I T ME A N D E R I NG A MY T A N G E L O P A L M A L F R E DO J A I ME S AND R A COUGAR BUF F AL O D E AN N A MA R I A ANNA S YL VI A CURTI S ROBERT S YL VI A CHUL A VI S TA GUAYAV I T O S C O Z U ME L C AN C U N A C A P U L C O 1 5 T H OHI O KANS AS L I NCOL N 1 0 T H 1 1 T H 1 2 T H 1 3 T H 14 T H C U R R Y CL OVE MI S TL E T O E O R A N G E L A U R EL B L O SS O M MAGNOL I A ME D C A P MA D R I D CAS A DI PL OMAT S E V I LL A COI L 1 2 T H 1 3 T H H E L ME R DA F F OD I L J A C K S ON P I N E HUI S ACHE RUI Z GUMWOOD CYNTHI A T O R O N T O CYNTHI A E B A N O E N C I NO 8 T H 7 T H 6 T H 4 T H 3 R D WAS HI NGTON PAL M PS J H B E A R S S HUFF ORD KI NG MAYF AI R HAMPTON ANDREWS T AY L O R HA WK J U A R E Z HA WK L O O P 6 TH D A T E P A L M 2 N D MA U R E R H U I S A C H E PK VALL EY O WA SS A S A LL Y L I B E R T Y E A S Y P E C A N S I OU X W I S T E R I A 9 TH L O SE B AN O S S A N D I E G O S TANDARD L I NCOL N C A L L ED EJ A R D I N A L F R E DO S AGEBRUS H S AN MATEO K E N N E DY C HU R C H WA TE R P U E B L O NORTH I L I T T LE AZTECA MAYA I NCA RODRI GUEZ I NCA AZTECA MAYA COMANCHE COCHI S E GERONI MO ADAME HO G AN B E N 2ND A UD R E Y GUMWOOD B A G WE L L T A MA R A C K U P A S C E DA R Q U E R E C Mc COL L B R E E ZE B O R D E R NORTH I NORTH I S OUTH I EL D O R A E A R L I N G MI NN E S O T A Myers Park La Vista Park Lion Park Mayfield Park Aldrich Park Witten Park NW Pk City Pk Park Cem Pk Evans 2 . 0 1 . 1 1 . 1 1 . 1 1 . 6 0 . 5 0 . 3 0 . 6 0 . 6 0 . 7 1 . 8 0 . 8 1 . 2 1 . 8 0 0 . . 1 1 1 . 1 1 . 5 0 . 1 1 . 9 0 . 5 0 . 4 1 . 3 0 . 5 1 . 1 1 . 5 1 . 8 1 . 5 0 . 5 1 . 3 S AN J UAN P op7 , 60 8 P op3 2 , 9 2 1 P HA R R L OP EZVI LLE 2061 1426 1426 3461 3362 3461 83 B83 S B83 S 83 281 336 2061 495 495 MA R T I N S A N J UNI PER K CENTER E S P E R AN Z A WI N TE R WI NG L A V I S T A WI L L O W I S T J S T U P A S M cA LLEN P H A R R C I T Y LI M I T P H A R R C I T Y LI M I T C I T Y LI M I T S A N JUA N C I T Y LI M I T P P RVSC RI O VALLEY SW I THCI NG COMPANY RVSC B Y R O N N E L S O N MO O R E A UGU S T A S Q U A R E GREENBRI AR WI C H I T A R I DG E L I N D B E R G • 2ND PEKI NG CYNTHI A J A C K S O N I T HA C A HO U S T ON 1 S T E R I E F R E S NO CAS A L I NDA ROS E ELLEN MOCKI NGBI RD GA L V E S T ON C H I C A G O B E AU MO N T C E B A Y WO OD C E DA R D A TEP A L M GU MWOOD HA C K B E R R Y I VY J A S MI N E K E ND L E WO O D L A U R E L MA P L E NY S S A O R A N G E P E C A N R E D WO OD S Y C A MO R E T A MA R A C K Q U I N C E WA L NU T 6 TH 3RD U P A S V I N E WH I T E WI N G H I GH L AN D WE S T WA Y L A V I S T A 5 TH 7 TH HA R V E Y 4TH C A ME L L I A DA FF OD I L E S P E R A N Z A 8TH F E R N G A R D E N I A H I B I S C U S 1 S T J ONQU I L 2ND I R I S K E R R I A L A R K S P U R MA R I G O L D NO L A N A K E R R Y P R I MR O S E QU A MA S I A R E D B UD 6 TH 7 TH 8TH 9 TH U L E X T U L I P 1 S T MI N N E S O T A E A R L I NG Mc COLL E L D O R A S UGAR S I O UX J ACKS ON S AN PATRI CI A PAL M L EE B U TLE R B O WI E E MI L HI BI S CUS P O L K WHAL EN S A E N Z R E N D ON MA R T I N E Z G A RC I A D I A Z B R A DY BI RCH LEE E MI L WA R R E N ATHOL A L A N K A T H Y J UNI PER KUMQUAT DOUGL AS S COTTY MARY ANN CI RCL E J A MI E S AN D R A G O N Z A LE S HA C K B E RR Y E B O N Y C I T R U S A T H E L ME S Q U I TE C H A P A RR A L DOE BUF F AL O ANTEL OPE L EOPARD 2 ND 3 R D 4 T H R A I L R O AD 6 T H 7 T H 8 T H 9 T H COI L S HUFF ORD KI NG S AN ANTONI O S A M H O U S T O N WES T TEXAS S TANDARD G R E E N L I NCOL N NEBRAS KA KANS AS OHI O TEXAS I OWA L I NDEN KUMQUAT I RONWOOD DANNER F R I E DA T A R R A N T F I R R I DG E WOO D CYPRESS BI RCH ATHOL CAGE AS TER AZALEA BL UEBONNET CANNA J A C K S O N R I D G E MOO R E PETUNI A K E L L Y CAS A PAL M S UGAR C H E R OK E E GARDENI A C A F F E R Y P A R K F L AG ESPERANZA R O S E MA R Y S A M HO U S T O N BL UEBONNET AS TER B O O N E L E S L I E L A U C K H E L ME R J O N E S G O R E DAHL I A CANNA J OS EPHI NE ATHOL BI RCH CYPRESS DOGWOOD EBONY H U I S A C H E Mc DONA L D RI CHMOND GUMWOOD I RONWOOD D R E Y E R F I R MA R I ON P R E S T ON KUMQUAT L I NDEN MAGNOL I A HUI S ACHE E A S T S AN C H EZ J UNI PER I RONWWOD GUMWOOD P E NA E VAN S J U A R E Z L U C A S WR I G H T E G L Y C H A P A V I LL E G A S C O R T E Z S AN A N T ON I O P O L K E L L E R ATHOL ELL E R AZAL EA V I LLE G A S E G L Y GAY I RI S HI BI S CUS WR I GH T HA WK S T A T E C L A R K J UA R E Z ERI CA B ELL WE S T C E N T R A L S AN J UAN N E B R A S K A S TEWART 3RD 4TH 5 TH C E N T R A L 1 0 TH C Y P R E SS CAGE B E L L 1 S T WYOMI NG S TATE WYOMI NG 1 S T 7 1 / 2 S A N T A F E G O ME Z A L A ME D A C HA P A R R A L 3 R D 4 T H V I C T O R I A V E R MON T 5 TH S U N F L O WE R S H A S T A T E A R O S E MA R I G O L D L A R K SP U R K E R R I A I R I S F E R N 1 S T S T 1 S T L N C A ME L I A CYNTHI A T A MA R A C K S Y C A MO R E J A S MI N E K E N N E DY E L B E R T D OUG L A S E I S E N H O WE R F U N NYWA Y L OV EL YWA Y VA L LE YWA Y T ANG E R I N E G R A P E F R U I T ME AND E R I N G A MY T A N G E L O P A L M A L F R E DO J A I ME S AND R A COUGAR BUF F AL O D E AN N A MA R I A A N NA S YL VI A CURTI S ROBERT S YL VI A CHUL A VI S TA GUAYAV I T O S C O Z U ME L C AN C U N A C A P U L C O 1 5 T H OHI O KANS AS L I NCOL N 1 0 T H 1 1 T H 1 2 T H 13 T H 14 T H C U R R Y CL OVE MI S TLE T O E O R A NG E L AU R EL B L O SS O M MAGNOL I A ME D C A P MA D R I D CAS A DI PL OMAT S E V I LL A COI L 1 2 T H 1 3 T H H E L ME R D A F F O D I L J A C K S ON P I N E HUI S ACHE RUI Z GUMWOOD CYNTHI A T O R O N T O CYNTHI A E B AN O E N C I NO 8 T H 7 T H 6 T H 4 T H 3 R D WAS HI NGTON PAL M PS J H B E A R S S HUFF ORD KI NG MAYF AI R HAMPTON ANDREWS T AY L O R HA WK J U A R EZ HA WK L O O P 6 TH D A T E P A L M 2 N D MA U R E R H U I S A C H E PK VALL EY O WA SS A S A L L Y L I B E R T Y E A S Y P E C A N S I OUX W I S T E R I A 9 TH L O SE B ANO S S A N D I E G O S TANDARD L I NCOL N C A LL ED EJ A R D I N A L F R E DO S AGEBRUS H S AN MATEO K E N N E DY C HU RC H WA TE R P U E B L O NORTH I L I T T L E AZTECA MAYA I NCA RODRI GUEZ I NCA AZTECA MAYA COMANCHE COCHI S E GERONI MO ADAME H O G A N B E N 2ND A U D R E Y GUMWOOD B A G WE LL T A MA R A C K U P A S C E DA R Q U E R E C Mc COL L BR E E Z E B O R D E R NORTH I NORTH I S OUTH I EL D O R A E A R L I N G MI N N E S O T A Myers Park La Vista Park Lion Park Mayfield Park Aldrich Park Witten Park NW Pk City Pk Park Cem Pk Evans 2 . 0 1 . 1 1 . 1 1 . 1 1 . 6 0 . 5 0 . 3 0 . 6 0 . 6 0 . 7 1 . 8 0 . 8 1 . 2 1 . 8 0 0 . . 1 1 1 . 1 1 . 5 0 . 1 1 . 9 0 . 5 0 . 4 1 . 3 0 . 5 1 . 1 1 . 5 1 . 8 1 . 5 0 . 5 1 . 3 S AN J UAN P op7 , 60 8 P op3 2 , 9 2 1 P HA R R L OP EZVI LLE 2061 1426 1426 3461 3362 3461 83 B83 S B83 S 83 281 336 2061 495 495 MA R T I N S A N J UNI PER K CENTER 295 + 00 30 0 + 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 3 7 5 + 00 380+00 2 95 + 0 0 30 0 + 0 0 3 0 5 + 0 0 310+00 315+00 320 + 00 325+00 3 30 + 0 0 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 3 7 5 + 0 0 380+00 10 + 00 15+00 20 + 00 2 5 + 00 10+00 1 5 + 0 0 20 + 00 25+00 10+00 1 5 + 00 2 0 + 00 10+00 15 + 00 2 0 + 0 0 10+00 15 + 0 0 2 0 + 00 25+00 10 + 0 0 1 5 + 0 0 20 + 00 25 + 00 30 + 00 [ IH 2 2' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' EXIST PVMT 70' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' EXIST PVMT 70' WIDENING 12' PROP SSCB SSTR PAVEMENT OVERLAY LANE 12' LANE 12' EXIST PVMT 51' LANE 12' LANE 15' 63' EXIST PVMT LANE 12' TURN LANE 15' TURN LANE 12' TURN LANE 12' TURN LANE 12' EXIST ROW 340' 2% 2% 12' 12' WALL P R O P O S E D R ET A I N I NG EXISTING SSTR ROW ROW P R O P O S E D P AV E M E N T W I D E N I NG [ IH 2 2' WIDENING 26' PROP SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' EXIST PVMT 56' EXIST PVMT 56' SSCB LANE 12' LANE 12' EXIST PVMT 36' LANE 12' SHLD 4' LANE 14' SHLD 8' 1' 1' 70' WIDENING 13' PROP SHLD 10' LANE 12' LANE 12' LANE 12' 36' EXIST PVMT 1 . 3 % 1 . 3 % 2% 17' 12' EXIST ROW 435' ROW ROW SHLD 4' LANE 14' SHLD 8' 1' 1' 2% REEVET 28' PROP RAMP RWXVET 28' PROP RAMP 22' 82' WALL P R O P O S E D R ET A I N I NG WALL P R O P O S E D R ET A I N I NG WALL P R O P O S E D R ET A I N I NG WALL P R O P O S E D R ET A I N I NG SSTR SSTR LANE 12' 35' LANE 12' 27' 36' RAMP REEVET PGL RAMP RWXVET PGL P R O P O S E D P AV E M E N T M I LL AND OV E R L AY WIDENING P R O P O S E D P AV E M E N T WIDENING P R O P O S E D P AV E M E N T C O N S T R U C T I ON PAVEMENT PROPOSED C ON S T R U C T I O N PAVEMENT PROPOSED US 281 V ETE R ANS R D F M 1426 STA = 1485+42.00 EL = 117.94' ( + ) 0 . 3500 % (- ) 0 . 3 5 07 % L = 210.00' K = 300 ex = -0.18' STA = 1501+30.00 EL = 112.37' (- ) 0 . 3507 % ( + ) 3 . 0000 % L = 650.00' K = 194 ex = 2.72' STA = 1512+80.00 EL = 146.87' ( + ) 3 . 000 0 % (-) 3 . 0000 % L = 1,500.00' K = 250 ex = -11.25' STA = 1524+40.00 EL = 112.07' ( - ) 3 . 0 0 0 0 % ( - ) 0 . 3 5 0 0 % L = 500.00' K = 189 ex = 1.66' VPC 1484+37.00 EL. = 117.58 ' VPT 1486+47.00 EL. = 117.57 ' VPC 1498+05.00 EL. = 113.51 ' VPT 1504+55.00 EL. = 122.12 ' VPC 1505+30.00 EL. = 124.37 ' VPT 1520+30.00 EL. = 124.37 ' VPC 1521+90.00 EL. = 119.57 ' VPT 1526+90.00 EL. = 111.20 ' STA 1530+00 ELEV = 110.11 17.8' 16.5' 20' DIRECT CONN 3 DIRECT CONN 2 [ IH 2 2' LANE 11' LANE 11' LANE 11' 4 . 6 % 4 . 6 % SSCB 58' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' SHLD 10' LANE 12' SHLD 10' LANE 11' 70' LANE 12' SHLD 10' 2% 4' DIRECT CONNECTOR 4 40' PROP RAMP LANE 12' LANE 12' SHLD 10' 2% 4' DIRECT CONNECTOR 2 40' PROP RAMP LANE 12' EXIST PVMT 34' EXIST PVMT 34' 1' 1' 1' 1' EXIST ROW 320' SSTR SSTR SSTR SSTR 13' 14' ROW ROW DC 2 PGL DC 4 PGL 1' 1' LANE 11' LANE 11' P R O P O S E D P AV E M E N T R E C ON S T R U C T I ON C ON S T R U C T I O N P R O P O S E D P A V E M E N T C ON S T R U C T I O N P R O P O S E D P AV E M E N T [ IH 2 EXIST ROW 408' LANE 11' SHLD 10' LANE 11' 34' EXIST PVMT SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 4 40' PROP RAMP 34' EXIST PVMT LANE 11' LANE 11' SHLD 10' 14' 13' 1' 1' SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 4 40' PROP RAMP 1' 1' ROW ROW LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' PVMT RECONSTRUCTION 58' PVMT RECONSTRUCTION 70' SHLD 10' SHLD 10' 2' SSCB 2% 2% 33' 19' 19' 25' DC 4 PGL DC 2 PGL 2' 2' P R O P O S E D P AV E M E N T R E C ON S T R U C T I ON PROP ROW 88' LANE 11' LANE 11' EXIST PVMT 46' LANE 11' LANE 11' LANE 12' SHLD 10' LANE 12' 34' EXIST PVMT S HLD SHLD 10' LANE 12' LANE 12' 4' 1' 1' DIRECT CONNECTOR 1 40' PROP RAMP SH LD SHLD 10' LANE 12' LANE 12' 4' 1' 1' DIRECT CONNECTOR 3 40' PROP RAMP 14' EXIST ROW 563' R OW R OW 1' 1' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' PVMT RECONSTRUCTION 70' PVMT RECONSTRUCTION 70' [ IH 2 2' SSCB SHLD 10' SHLD 10' 2% 2% 40' 52' DC 3 PGL DC 1 PGL P R O P O S E D P AV E M E N T R E C ON S T R U C T I ON LANE 12' SHLD 10' EXIST ROW 300' EXIST PVMT 36' [ IH 2 2' EXIST PVMT 58' EXIST PVMT 58' SHLD 10' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SSCB 2% 2% SHLD 10' LANE 12' SHLD 10' 2% 4' DIRECT CONNECTOR 3 40' PROP RAMP LANE 12' 1' 1' LANE 12' SHLD 10' LANE 12' 34' EXIST PVMT 12' 12' LANE 14' ROW ROW WALL P R O P O S E D R ET A I N I NG WALL P R O P O S E D R ET A I N I NG SSTR LANE 12' 2% 4' DIRECT CONNECTOR 1 40' PROP RAMP LANE 12' 1' 1' SHLD 10' SSTR WALL RETAINING PROPOSED WALL RETAINING PROPOSED DC 3 PGL DC 1 PGL P R O P O S E D P AV E M E N T M I LL AND OV E R L AY R E C ON S T R U C T I ON P R O P O S E D P AV E M E N T R E C ON S T R U C T I ON P R O P O S E D P AV E M E N T SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 1 40' PROP RAMP SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 3 40' PROP RAMP SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 4 40' PROP RAMP SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 2 40' PROP RAMP DIRECT CONNECTOR 2 DIRECT CONNECTOR 1 DIRECT CONNECTOR 3 DIRECT CONNECTOR 4 DC 1 PGL DC 3 PGL DC 2 PGL DC 4 PGL 2 % ( 6 % M A X ) 2 % ( 6 % M AX ) 2 % ( 6 % M AX ) 2 % ( 6 % M AX ) 1 0 + 0 0 15 + 00 20+00 25+00 30+00 35 + 00 4 0 + 0 0 1 0 + 0 0 1 5 + 0 0 20 + 00 25+00 30+00 3 5 + 00 40 + 00 45 + 00 5 0 + 00 3 8 5 + 0 0 390 + 0 0 395 + 00 400+00 405+00 410+00 415+00 420 + 00 425 + 0 0 430+00 435+00 440 + 0 0 44 5 + 00 4 5 0 + 0 0 455 + 0 0 46 0 + 0 0 3 8 5 + 0 0 3 9 0 + 0 0 3 95 + 00 4 0 0 + 0 0 405+00 410+00 415+00 420 + 00 425 + 0 0 430 + 00 435+00 440+00 445 + 00 450 + 00 4 5 5 + 0 0 4 60 + 0 0 4 6 5 + 0 0 10 + 00 15 + 0 0 2 0 + 00 25 + 00 10+00 15 + 0 0 20 + 00 25+00 1 0 + 00 15 + 00 2 0 + 00 25 + 0 0 10 + 00 1 5 + 0 0 20 + 0 0 25 + 00 116.85 114.85 113.43 112.75 112.87 112.87 112.67 112.63 112.67 112.42 112.18 111.89 111.74 111.79 111.44 111.11 110.94 111.01 111.07 111.06 111.21 111.48 111.80 111.60 111.94 112.72 114.23 116.66 119.80 123.16 125.78 127.69 128.94 111.26 110.00 129.20 128.21 126.70 124.76 122.03 118.43 115.27 112.92 111.54 111.27 111.07 110.91 110.76 110.54 110.39 110.26 110.07 109.90 109.91 109.89 109.88 109.88 109.96 109.89 109.69 109.69 109.62 109.74 109.60 109.46 109.17 109.42 109.28 108.82 108.79 108.66 108.51 108.60 108.35 108.49 108.47 108.41 108.99 109.98 111.56 114.01 116.95 119.61 122.02 123.76 125.38 126.63 126.92 105.41 106.00 126.91 126.47 125.09 123.46 121.65 119.24 116.28 113.95 111.70 110.46 109.50 109.29 109.05 108.96 109.24 108.71 108.61 108.43 108.45 107.99 107.90 107.76 107.70 107.50 107.84 107.59 107.66 107.69 107.67 107.85 108.47 109.13 110.63 112.74 115.32 118.22 120.22 122.47 124.40 125.62 126.40 102.65 103.80 104.49 126.35 125.33 124.25 122.50 120.22 117.75 114.99 112.31 109.97 108.65 108.31 108.31 108.02 107.96 107.63 107.79 107.79 108.08 108.25 108.39 108.53 108.75 108.86 108.94 109.16 109.26 109.50 109.53 109.54 109.40 109.31 109.42 108.88 109.14 108.87 108.65 108.40 108.24 108.17 107.86 107.58 126.35 125.33 124.25 122.51 120.22 117.75 114.99 112.31 109.97 108.65 108.31 108.31 108.02 107.96 107.63 107.79 107.79 108.08 108.25 108.39 108.53 108.75 108.86 108.94 109.16 109.26 109.50 109.53 109.54 109.40 109.31 109.42 108.88 109.14 108.87 108.65 108.40 108.24 108.17 107.86 107.58 115.70 116.05 116.40 116.75 117.10 117.45 117.73 117.70 117.39 117.04 116.69 116.34 115.99 115.63 115.28 114.93 114.58 114.23 113.88 113.53 113.41 113.81 114.72 116.15 118.09 120.55 123.47 126.38 128.90 131.02 132.74 134.06 134.98 135.50 135.62 135.34 134.66 133.58 132.10 130.22 127.94 125.26 122.27 119.28 116.59 114.44 112.82 111.73 111.16 110.81 110.46 110.11 1490+00 1495+00 1500+00 1505+00 1510+00 1480+00 1485+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+00 REESUG PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 16+33.88 = 154.34 = 308.48 = 3,500.00 = 14+79.54 = 17+88.02 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 30+88.12 = 64.79 = 129.58 = 6,480.00 = 30+23.33 = 31+52.91 RWXSUG PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 13+38.82 = 674.78 = 338.82 = 3,000.00 = 10+00.00 = 16+74.78 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 18+56.80 = 124.84 = 249.63 = 4,680.00 = 17+31.96 = 19+81.59 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 22+12.63 = 150.87 = 301.69 = 6,480.00 = 20+61.76 = 23+63.45 PI STATION = 25+60.16 DELTA TANGENT = 142.61 LENGTH = 285.13 RADIUS = 4,680.00 PC STATION = 24+17.55 PT STATION = 27+02.68 REXVET PI STATION = 12+87.34 DELTA TANGENT = 204.94 LENGTH = 409.73 RADIUS = 6,000.00 PC STATION = 10+82.39 PT STATION = 14+92.12 PI STATION = 21+30.14 TANGENT = 204.46 = 408.76 RADIUS = 6,000.00 PC STATION = 19+25.68 PT STATION = 23+34.44 LENGTH DELTA REE281 PI STATION = 13+76.49 DELTA TANGENT = 115.46 LENGTH = 230.83 RADIUS = 3,500.00 PC STATION = 12+61.03 = 14+91.86 PT STATION PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 22+49.99 = 115.46 = 230.83 = 3,500.00 = 21+34.53 = 23+65.36 RWEVET = 14+71.47 = 270.72 = 541.12 = 6,480.00 = 12+00.75 = 17+41.87 DELTA PI STATION TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION = 21+54.53 DELTA TANGENT = 146.22 LENGTH = 292.27 RADIUS = 3,500.00 PC STATION = 20+08.31 PT STATION = 23+00.58 RWX281 = 11+73.76 DELTA TANGENT = 140.95 = 281.75 LENGTH RADIUS PC STATION PT STATION = 13+14.56 = 10+32.81 = 3,500.00 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 20+34.89 = 260.44 = 520.60 = 6,480.00 = 17+74.45 = 22+95.04 PI STATION REXNEB PI STATION = 14+73.66 DELTA TANGENT = 473.66 LENGTH = 942.33 RADIUS = 3,750.20 PC STATION = 10+00.00 PT STATION = 19+42.33 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 14+54.54 = 10+00.00 = 3,500.00 = 454.54 = 227.59 = 12+27.59 REEVET PI STATION PI STATION PI STATION = 10+36.10 DELTA = 36.10 = 72.20 = 2,876.79 = 10+00.00 = 10+72.20 TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION = 17+08.86 = 510.49 = 1,013.83 DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 3,500.00 = 11+98.37 = 22+12.20 PI STATION = 33+48.04 TANGENT = 120.38 LENGTH = 240.66 RADIUS = 3,500.00 PC STATION = 32+27.66 PT STATION = 34+68.32 DELTA PI STATION = 39+63.51 DELTA TANGENT = 85.35 LENGTH = 170.67 RADIUS = 3,500.00 PC STATION = 38+78.15 PT STATION = 40+48.83 RWENEB = 12+27.59 = 227.59 = 454.54 = 3,500.00 = 10+00.00 = 14+54.54 DELTA PI STATION TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION = 21+83.86 DELTA = 229.31 = 457.97 = 3,500.00 = 19+54.55 = 24+12.52 TANGENT LENGTH PC STATION PT STATION RADIUS RWXVET PI STATION = 10+43.67 DELTA = 43.67 = 87.33 = 3,821.20 = 10+00.00 = 10+87.33 TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION = 14+65.26 DELTA TANGENT = 377.93 LENGTH = 750.13 RADIUS = 2,500.00 PC STATION = 10+87.33 PT STATION = 18+37.45 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 37+27.13 = 32+46.14 = 3,500.00 = 480.99 = 240.88 = 34+87.03 PI STATION = 39+68.01 DELTA TANGENT = 240.88 LENGTH = 480.99 RADIUS = 3,500.00 PC STATION = 37+27.13 PT STATION = 42+08.12 RWECES PI STATION = 13+44.31 DELTA TANGENT = 344.31 LENGTH = 686.92 RADIUS = 4,000.00 PC STATION = 10+00.00 = 16+86.92 PT STATION PI STATION = 21+91.97 DELTA TANGENT = 214.38 = 428.03 = 3,000.00 = 19+77.59 = 24+05.62 LENGTH RADIUS PC STATION PT STATION REXCES PI STATION = 10+46.49 DELTA TANGENT = 46.49 LENGTH = 92.98 RADIUS = 5,784.05 PC STATION = 10+00.00 PT STATION = 10+92.98 PI STATION = 16+83.98 DELTA TANGENT = 162.08 = 323.57 = 2,190.00 = 15+21.90 = 18+45.47 LENGTH RADIUS PC STATION PT STATION PI STATION = 25+81.36 DELTA TANGENT = 273.96 LENGTH = 546.80 RADIUS = 3,500.00 PC STATION = 23+07.40 PT STATION = 28+54.20 120 130 140 150 160 170 180 110 100 120 130 140 150 160 170 180 110 100 190 200 [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND | IH 2 PROP PGL MATCHLINE STA 1479+00 1510+00 1490+00 1495+00 1500+00 1505+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+00 1485+00 1480+00 SECTION B-B SECTION D-D M A T C H L I N E S T A 86 0 + 50 DIRECT CONNECTOR 2 VERTICAL CLEARANCE DIRECT CONNECTOR 3 VERTICAL CLEARANCE R O LL 2 O F 6 MATCHLINE STA 1571+00 MATCHLINE STA 1571+00 1610+00 1615+00 1620+00 1625+00 90 80 [ IH 2 NATURAL GROUND | WBFR NATURAL GROUND | EBFR NATURAL GROUND 1630+00 1635+00 1640+00 1645+00 1650+00 [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND | WBFR NATURAL GROUND | EBFR NATURAL GROUND | WBFR NATURAL GROUND | EBFR NATURAL GROUND | WBFR NATURAL GROUND | EBFR NATURAL GROUND R O LL 2 O F 6 SECTION A-A SECTION C-C SECTION E-E SECTION F-F | EBFR NATURAL GROUND | WBFR NATURAL GROUND | IH 2 PROP PGL 20.3' 23' N.T.S N.T.S [ IH 2 NATURAL GROUND TO REMAIN EXIST VETERANS BRIDGE TO REMAIN EXIST FM 1426 BRIDGE E ND P R O J E C T E ND M I L L AN D OV E R L AY S T A 1651 + 1 9 CSJ: 0039-17-175 CSJ: 0039-17-175 BEGIN PROJECT STUDY LIMITS CSJ: 0039-17-175 BEGIN PROJECT STUDY LIMITS CSJ: 0039-17-175 END PROJECT STUDY LIMITS CSJ: 0039-17-175 CSJ: 0039-17-175 BEGIN PROJECT STUDY LIMITS CSJ: 0039-17-175 BEGIN PROJECT STUDY LIMITS CSJ: 0039-17-175 END PROJECT STUDY LIMITS 12.5'x10.5' E X I T 1 4 7 B F M 1 4 2 6 S a n J u a n E X I T O N L Y 44'x14' E X I T 1 4 6 B W E S T I N T E R S T A T E 2 8 3 M c A l l e n N O R T H I N T E R S T A T E 6 9 C 2 8 1 E d i n b u r g ½ M I L E E X I T O N L Y E X I T 1 4 9 C e s a r C h a v e z R o a d ¾ M I L E 12.5'x11.5' E X I T 1 4 7 B F M 1 4 2 6 S a n J u a n E X I T O N L Y 16.5'x7.5' A l a m o B u s i n e s s D i s t r i c t N E X T 3 E X I T S 21.5'x10' E X I T 1 4 9 C e s a r C h a v e z E X I T O N L Y R o a d 21.5'x10' E X I T 1 4 9 C e s a r C h a v e z E X I T O N L Y R o a d 17.5'x7' E X I T 1 4 7 A V e t e r a n s B l v d E X I T O N L Y 17.5'x7' E X I T 1 4 7 A V e t e r a n s B l v d E X I T O N L Y 1 M I L E 13.5'x11' E X I T 1 4 6 A 2 8 1 S O U T H P h a r r 13.5'x12.5' E X I T 1 4 6 B N O R T H I N T E R S T A T E 6 9 C 2 8 1 E d i n b u r g ¾ M I L E TO BE RELOCATED EXISTING DMS 52'x16' E X I T 1 4 6 E A S T N T E R S T A T E 2 8 3 H a r l i n g e n N O R T H N T E R S T A T E 6 9 C 2 8 1 E d i n b u r g E X I T O N L Y 17.5'x7' E X I T 1 4 7 A V e t e r a n s B l v d E X I T O N L Y E X I T 1 4 4 B U S I N E S S 8 3 F M 3 3 6 2 F M 2 0 6 1 J a c k s o n R d E X I T O N L Y 12.5'x9' S u g a r R d P o l k A v e E X I T 1 4 4 12.5'x10.5' E X I T 1 4 7 B F M 1 4 2 6 S a n J u a n 1 M I L E 13.5'x11.5' E X I T 1 4 6 A 2 8 1 S O U T H P h a r r E X I T 1 4 4 B U S I N E S S 8 3 F M 3 3 6 2 F M 2 0 6 1 J a c k s o n R d 1 M I L E 44'x15.5' W E S T I N T E R S T A T E 2 8 3 M c A l l e n N O R T H I N T E R S T A T E 6 9 C 2 8 1 E d i n b u r g E X I T O N L Y E X I T 1 4 6 B 12'x10.5' V i r g e n D e S a n J u a n B a s i l i c a a n d S h r i n e R a u l L o n g o r i a R o a d E X I T 1 4 7 B 13.5'x11' E X I T 1 4 6 A 2 8 1 S O U T H P h a r r ½ M I L E 21.5'x15' 21.5'x15' M c A l l e n B u s i n e s s D i s t r i c t N E X T 4 E X I T S E X I T 1 4 4 B U S I N E S S 8 3 F M 3 3 6 2 F M 2 0 6 1 J a c k s o n R d E X I T O N L Y 21.5'x15' 17.5'x8' S a n J u a n B u s i n e s s D i s t r i c t N E X T 3 E X I T S 17.5'x8' 17.5'x7' E X I T 1 4 7 A E X I T O N L Y V e t e r a n s B l v d [ IH2 [ IH2 4 3 2 2 E XI S T R O W E XI S T R O W A A 4 3 2 I H 2 WB M L I H 2 E B M L IH 2 WBML IH 2 EBML IH 2 WBML IH 2 EBML E X I S T R O W E X I S T R O W EXIST ROW E X I S T R O W EXIST ROW B B I H 2 WB F R I H 2 E B F R IH 2 WBFR IH 2 EBFR 2 P R OP R OW IH 2 EBML IH 2 WBML 3 3 4 3 IH 2 WBML IH 2 EBML IH 2 WBML IH 2 EBML IH 2 WBML IH 2 EBML EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW R A M P R WX 281 R A M P R EE 281 C C D D IH 2 WBML IH 2 EBML IH 2 WBFR 2 4 3 3 4 3 EXIST ROW EXIST ROW E E I H 2 WB F R I H 2 E B F R 4 5 4 4 4 IH 2 EBFR IH 2 EBFR IH 2 EBFR IH 2 WBFR EXIST ROW R A M P R EE S UG 2 D I R E C T C ONN E C T O R 2 2 E X I S T ROW D I R E C T C ONNE C T OR 4 DI RE CT CONNE CT O R 2 DI RE CT CO NNE CT O R 3 DI RE CT CONNE CT O R 1 D I R E C T C ONN E C T O R 3 D I R E C T C O N N E C T O R 1 DIRECT CONNECTOR 1 2 2 DIRECT CONNECTOR 3 E X I S T ROW R A M P R WE S UG R A M P R E XV ET R A M P R WE V ET 2 2 2 EXIST ROW 5 4 | DC 3 | DC 1 PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL | RAMP RWX281 | RAMP REE281 | DC 3 | DC 1 EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED PROPOSED RETAINING WALL PROPOSED RETAINING WALL EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED | EBFR | WBFR | RAMP REESUG | RWXSUG | DC 4 | DC 2 [ IH2 | RAMP RWESUG D I R E C T C ONN E C T O R 4 END 11' FRONTAGE ROAD LANES END 11' FRONTAGE ROAD LANES END SUPERELEVATION TRANSITION STA 58+50 BEGIN BRIDGE RECONSTRUCTION STA 1511+85 END BRIDGE RECONSTRUCTION STA 1513+70 END SUPERELEVATION TRANSITION STA 56+25 BEGIN SUPERELEVATION TRANSITION STA 53+51 BEGIN SUPERELEVATION TRANSITION STA 56+37 TO REMAIN EXISTING TRAFFIC SIGNAL TO REMAIN EXISTING TRAFFIC SIGNAL END DC 4 BRIDGE STA 1492+00 BEGIN DC 2 BRIDGE STA 1492+52 END DC 3 BRIDGE STA 1552+39 BEGIN DC 1 BRIDGE STA 1544+66 BEGIN BRIDGE WIDENING STA 1566+23 END BRIDGE WIDENING STA 1568+52 BEGIN SUPERELEVATION TRANSITION END FULL SUPERELEVATION 6% STA 53+26 BEGIN FULL SUPERELEVATION 6% END SUPERELEVATION TRANSITION STA 53+49 BEGIN FULL SUPERELEVATION 6% END SUPERELEVATION TRANSITION STA 50+85 BEGIN SUPERELEVATION TRANSITION END FULL SUPERELEVATION 6% STA 53+37 BEGIN SUPERELEVATION TRANSITION END FULL SUPERELEVATION 4.6% STA 1460+95 BEGIN 2% NORMAL CROWN END SUPERELEVATION TRANSITION STA 1454+02 STA 1530+00 BEGIN MILL AND OVERLAY END MAINLANE RECONSTRUCTION I N T E R S T A T E 2 2 8 1 2 8 1 8 3 WARREN ST V ETE R ANS B L VD / I R D CAG E B L VD CAG E B L VD V ETE R ANS B L VD / I R D N DAHL I A S T N. CANNA S T N. AS TE R S T N. AT HO L S T V I C DR N. GUM W OOD S T N. HUI S ACHE S T E . J UP I TE R S T C L AY M E X E QU I P M E N T C O . AND E R S O N T x DO T E QU I P M E N T T R U C K E R S T I R E M A R T S O U T H E R N MART STEEL CONSTRUCTION WILLIAMSON TRAILER SALES ELLIFF PLAZA PALM TWIN CARE ADULT GYM PHARR WHATABURGER GOOD W I LL DEPOT SIGN AUTO GONZALES DAY CARE LITTLE LIONS SCHOOL PREMIER HIGH RESTAURANT FERNANDO'S CENTER TIRE FARM BUREAU COUNTRY HIDALGO BINGO MIRACLE MILE RENT-A-CAR ENTERPRISE REPAIR AUTO VIC'S HOME FUNERAL DE LEON & LIGHT BATH KITCHEN FERGUSON FURNITURE MUGONZA SHOP ONE STOP HOUSE LIGHT MOTOR SPORTS F&T VALLEY CARDENAS OF SOUTH TEXAS TOYOTA LIFT EQUIPMENT TRUCKS & CHEROKEE TOWER MARINE & SOUTHERN COVERING FLOOR RODRIGUEZ SUITES BEST VALUE INN AMERICAS DOMINOS KING BURGER H.E.B. S O L U T I ON S R ET I R E M E N T T R S T O T A L SALE SYSTEMS POINT OF MEDSCRUBZ BUILDING MATERIALS MATT'S CONTRACTORS GENERAL ASSOCIATED BIG REALTY FLEXI COMPRASS F A R M I N S . S T A TE 45+00 5 0 + 00 55+00 60+00 65 + 00 70 + 0 0 75 + 0 0 45+00 5 0 + 00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95 + 0 0 45+00 50 + 00 55+00 60+00 65+00 70+00 75+00 80+00 8 5 + 0 0 90 + 0 0 45+00 5 0 + 0 0 55 + 00 60 + 0 0 6 5 + 0 0 7 0 + 00 1 4 80 + 0 0 1485 + 0 0 14 9 0 + 0 0 1495 + 0 0 1500+00 1505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 8 65 + 0 0 5 4 4 5 4 3 I H 2 E B ML I H 2 W B ML I H 2 E B M L I H 2 WB M L IH 2 WBML IH 2 EBML E X I S T R O W EXIST ROW R A M P R WE N E B R A M P R E XN E B F F I H 2 W B F R I H 2 E B F R RAMP RWXVET RAMP REEVET R A M P R E X C E S R A M P R WE C E S 4 4 EXIST ROW E X I S T R O W | RAMP REEVET | R A M P R W XV ET END FRONTAGE ROAD MILL+OVERLAY | RAMP REXCES | RAMP RWECES PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL E X I S T I NG R A M P T O B E R E M OV E D E X I S T I NG R A M P T O B E R E M OV E D E X I S T I NG R A M P T O B E R E M OV E D EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED | RAMP REXNEB END FRONTAGE ROAD MILL+OVERLAY | RAMP RWENEB [ IH2 PROPOSED RETAINING WALL TO REMAIN EXISTING TRAFFIC SIGNAL LOCATION PROPOSED OUTFALL BEGIN BRIDGE WIDENING STA 1609+86 END BRIDGE WIDENING STA 1612+49 END BRIDGE CONSTRUCTION STA 1597+00 BEGIN BRIDGE CONSTRUCTION STA 1591+00 BEGIN BRIDGE CONSTRUCTION STA 1599+58 END BRIDGE CONSTRUCTION STA 1593+58 F M 1 4 2 6 F M 1 4 2 6 P S J A L AT E R AL R AUL L O NG O R I A R D NE B R AS KA AV E N. O B L ATE S T S ANT A F E S T UN L I M I TE D B A C KYA R D S T E W AR T R D 2 5 5 7 F M A L A M E DA S T 1 5 7 5 + 00 158 0 + 00 158 5 + 00 1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+00 1630 + 00 1 6 3 5 + 0 0 1 64 0 + 0 0 16 45 + 00 165 0 + 00 I N T E R S T A T E 2 8 3

Upload: vankiet

Post on 28-Apr-2019

212 views

Category:

Documents


0 download

Report

TRANSCRIPT

Page 1: Schematic 2 of 3ftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/...DGN \ I H 2_ S C H E M _02. dgn 6: 36: 16 s P M c 2018 C S J: 0 0039-17-175 S C A LE: DA TE: 6 / 13 / 2018 GEOMETRIC

C-S-J-: 0039-17-175, etc.

FED. AID PROJECT NO.:

LENGTH: 7.8 MILES

Existing Posted Speed:

45 MPH - Frontage Road

65 MPH - Mainlanes

LIMITS:

PHARR DISTRICT

OFFICE OF DISTRICT ENGINEER

, 2018

, 2018 , 2018

CORRECT:

AREA ENGINEER

APPROVED: FHWA LETTER DATED

RECOMMENDED FOR APPROVAL:

PLANNING AND DEVELOPMENT

DIRECTOR OF TRANSPORTATION

APPROVED:

DISTRICT ENGINEER

APPROVED: DESIGN DIVISION LETTER DATED

6/13/2018

FED. RD. DIV. NO. 6

70 MPH - Mainlane; 45 MPH Frontage Roads & 45 MPH Ramps

Chapter 3, Section 6 Freeways

DESIGN SPEED:

Superelevation Rate max = 6%e

Functional Classification: Urban Principal Arterial Freeway and Expressway

DA

TE:

FI

LE:

6/13/2018

\\

PZ

HO

U\data\bbi\trans\204701_I

H2_

Study\

CA

DD\

Open

Roads\

DG

N\I

H2_

SC

HE

M_02.dgn

6:36:16

PM

c 2018

CSJ: 0

039-17-175

SC

ALE:

DA

TE:

6/13/20

18

GEOMETRIC DESIGN

under the supervision of :

Purposes. They were prepared by, or

Construction, Bidding, or Permit

These documents are not intended for

LINE AND SYMBOL LEGEND

EXISTING R.O.W.

FACE OF CURB

PAVEMENT

EDGE OF

NUMBER OF LANES

X

X

STRIPING

TRAVELWAY

EDGE OF

[ IH 2/[ US 281

PAVEMENT

EDGE OF

STRIPING

TRAVELWAY

EDGE OF250

AVERAGE DAILY TRAFFIC VOLUMES

US 83 MAIN LANES US 83 MAINLANES US 281 MAINLANES

To: CAGE ST.

BUS 83 OVERPASS

From: JACKSON RD/

To: EAST OF "I" RD.

From: CAGE ST.

To: US83

From: NOLANA LOOP

YEAR YEAR YEAR

X

COLOR LEGEND

DA

TE:

FI

LE:

6/13/2018

\\

PZ

HO

U\data\bbi\trans\204701_I

H2_

Study\

CA

DD\

Open

Roads\

DG

N\I

H2_

SC

HE

M_02.dgn

6:36:16

PM

c 2018

CSJ: 0

039-17-175

DA

TE:

6/13/20

18

McDONALD

N

McDONALD

N

c 2018

HIDALGO COUNTY

IH 2 (US 83) AT IH 69C (US 281) INTERCHANGE

PRELIMINARY DESIGN SCHEMATIC

TEXAS DEPARTMENT OF TRANSPORTATION

10

0'

50'

25'

0'

10

0'

50'

25'

0'

SC

ALE:

IH 2 (

US 83) / IH 69

C (

US 281) IN

TE

RC

HA

NG

E

2017 2017 20172045 2045 2045

135,300 207,400 133,200 212,800 136,700 186,900

ROLL 2

PROPOSED MAINLANE WIDENING/RECONSTRUCTION

PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION

PROPOSED BRIDGE STRUCTURES

PROPOSED NUMBER OF LANES

C-S-J-: 0039-17-175, etc.

FED. AID PROJECT NO.:

LENGTH: 7.8 MILES

Existing Posted Speed:

45 MPH - Frontage Road

65 MPH - Mainlanes

LIMITS:

PHARR DISTRICT

OFFICE OF DISTRICT ENGINEER

, 2018

, 2018 , 2018

CORRECT:

AREA ENGINEER

APPROVED: FHWA LETTER DATED

RECOMMENDED FOR APPROVAL:

PLANNING AND DEVELOPMENT

DIRECTOR OF TRANSPORTATION

APPROVED:

DISTRICT ENGINEER

APPROVED: DESIGN DIVISION LETTER DATED

6/13/2018

FED. RD. DIV. NO. 6

70 MPH - Mainlane; 45 MPH Frontage Roads & 45 MPH Ramps

Chapter 3, Section 6 Freeways

DESIGN SPEED:

Superelevation Rate max = 6%e

Functional Classification: Urban Principal Arterial Freeway and Expressway

GEOMETRIC DESIGN

under the supervision of :

Purposes. They were prepared by, or

Construction, Bidding, or Permit

These documents are not intended for

AVERAGE DAILY TRAFFIC VOLUMES

US 83 MAIN LANES US 83 MAINLANES US 281 MAINLANES

To: CAGE ST.

BUS 83 OVERPASS

From: JACKSON RD/

To: EAST OF "I" RD.

From: CAGE ST.

To: US83

From: NOLANA LOOP

c 2018

HIDALGO COUNTY

IH 2 (US 83) AT IH 69C (US 281) INTERCHANGE

PRELIMINARY DESIGN SCHEMATIC

TEXAS DEPARTMENT OF TRANSPORTATION

ROLL 2

PROPOSED RAMP

LINE AND SYMBOL LEGEND

EXISTING R.O.W.

FACE OF CURB

PAVEMENT

EDGE OF

NUMBER OF LANES

X

X

STRIPING

TRAVELWAY

EDGE OF

[ IH 2/[ US 281

PAVEMENT

EDGE OF

STRIPING

TRAVELWAY

EDGE OF250

X

COLOR LEGEND

PROPOSED MAINLANE WIDENING/RECONSTRUCTION

PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION

PROPOSED BRIDGE STRUCTURES

REMOVAL OF RAMPS

PROPOSED NUMBER OF LANES

PROPOSED RAMP

PROFILE LEGEND

WBFR NATURAL GROUND

EBFR NATURAL GROUND

IH2 NATURAL GROUND

PROPOSED IH2 PROFILE

PROPOSED DC 1/2

PROPOSED DC 3/4

PROFILE LEGEND

PAVEMENT REMOVAL

PROPOSED EB RAMP PROFILE

PROPOSED WB RAMP PROFILE

WBFR NATURAL GROUND

EBFR NATURAL GROUND

IH2 NATURAL GROUND

PROPOSED IH2 PROFILE

PROPOSED DC 1/2

PROPOSED DC 3/4

PROPOSED EB RAMP PROFILE

PROPOSED WB RAMP PROFILE

IH 2 (

US 83) / IH 69

C (

US 281) IN

TE

RC

HA

NG

E

Paul Voiles, PE,PTP PE #92991 Date Paul Voiles, PE,PTP PE #92991 Date

McDONALD

N

McDONALD

N

N.T.S

PROPOSED RETAINING WALL

YEAR YEAR YEAR

2017 2017 20172045 2045 2045

135,300 207,400 133,200 212,800 136,700 186,900

PROPOSED RETAINING WALL

N.T.S

VICINITY MAP VICINITY MAP

IH 69C: From Nolana Loop to IH 2 in Pharr

IH 2: From 2nd Street to FM 2557 (Stewart Rd) in San Juan

IH 69C: From Nolana Loop to IH 2 in Pharr

IH 2: From 2nd Street to FM 2557 (Stewart Rd) in San Juan

DRAFTSubject to Change

95% Submittal

DRAFTSubject to Change

95% Submittal

ESPERANZA

WINTERWING

LA VISTA

WILLOW

I ST

J ST

UPAS Mc

AL

LE

N

PH

AR

R

CIT

Y

LIM

IT

PH

AR

R

CIT

Y

LIM

ITCIT

Y

LIM

IT

SA

N

JU

AN

CIT

YLIM

IT

P

P

RVSC

RIO VALLEY SW ITHCING COMPANY

RVSC

BYRONNELSON

MOORE

AUGUSTA SQUARE

GR

EE

NB

RIA

R

WICHITA

RIDGE

LINDBERG

•2

ND

PE

KIN

G

CY

NT

HIA

JACKSON

ITHACA

HOUSTON

1ST

ERIE

FRESNO CAS

A

LIN

DA

RO

SE ELLE

N

MO

CKIN

GBIR

D

GALVESTON

CHICAGO

BEAUMONT

C E

BAYWOOD

CEDAR

DATE PALM

GUMWOODHACKBERRY

IVY

JASMINE

KENDLEWOODLAUREL

MAPLE

NYSSA

ORANGE

PECAN

REDWOOD

SYCAMORE

TAMARACK

QUINCE

WALNUT

6T

H

3R

D

UPAS

VINE

WHITEWINGHIGHLAND

WESTWAY

LA VISTA

5 T

H

7T

H

HARVEY

4T

H

CAMELLIA

DAFFODIL

ESPERANZA

8T

H

FERN

GARDENIA

HIBISCUS

1ST

JONQUIL

2N

D

IRIS

KERRIA

LARKSPUR

MARIGOLD

NOLANA

KERRY

PRIMROSE

QUAMASIA

REDBUD

6T

H

7T

H

8T

H

9T

H

ULEXTULIP1S

T

MINNESOTA

EARLING

McC

OLL

ELDORA

SU

GA

R

SIOUX

JA

CKS

ON

SA

N

PA

TRICIA

PA

LM

LEE

BUTLER

BOWIE

EMIL HIBIS

CU

S

POLK

WH

ALE

N

SAENZ

RENDONMARTINEZ

GARCIA

DIAZ

BRADY

BIR

CH

LEE

EMIL

WARREN

AT

HO

L

ALAN

KATHY

JU

NIP

ER

KU

MQ

UA

T

DO

UG

LAS

SC

OT

TY

MA

RY

AN

N

CIR

CLE

JAMIE

SANDRA

GONZALESHACKBERRY

EBONY

CITRUS

ATHEL

MESQUITE

CHAPARRAL

DO

E

BU

FF

ALO

AN

TELO

PE

LE

OP

AR

D

2ND

3RD

4TH

RAILROAD

6TH

7TH

8TH

9THCOIL

SH

UFF

OR

D

KIN

G

SA

NA

NT

ONIO

SAM HOUSTON

WEST

TE

XAS

ST

AN

DA

RD

GREEN

LIN

CO

LN

NE

BR

AS

KA

KA

NS

AS

OHIO

TE

XAS

IOW

A

LIN

DE

N

KU

MQ

UA

T

IRO

NW

OO

D

DA

NN

ER

FRIEDA

TARRANT

FIR

RIDGEWOOD

CYP

RESS

BIR

CH

AT

HO

L

CA

GE

AST

ER

AZ

ALE

A

BLU

EB

ON

NET

CA

NN

A

JACKSON

RIDGE

MOORE

PET

UNIA

KELLY

CAS

AP

AL

M

SU

GA

R

CHEROKEE

GA

RD

ENIA

CAFFERYPARK

FLA

G

ESP

ER

AN

ZA

ROSEMARYSAM HOUSTON

BLU

EB

ON

NET

AST

ER

BOONE

LESLIE

LAUCK

HELMER

JONES

GORE

DA

HLIA

CA

NN

A

JO

SEP

HIN

E

AT

HO

L

BIR

CH

CYP

RESS

DO

GW

OO

D

EB

ON

Y

HUISACHE

McDONALD

RIC

HM

ON

D

GU

MW

OO

D

IRO

NW

OO

D

DREYER

FIR

MARION

PRESTON

KU

MQ

UA

T

LIN

DE

NM

AG

NO

LIA

HUIS

AC

HE

EAST

SANCHEZ

JU

NIP

ER

IRO

NW

WO

D

GU

MW

OO

D

PENA

EVANS

JUAREZ

LUCAS

WRIGHT

EGLY

CHAPA

VILLEGAS

CORTEZ

SAN ANTONIO

POLKELLER

AT

HO

L

ELLER

AZ

ALE

A

VILLEGAS

EGLY

GA

Y

IRIS

HIBIS

CU

S

WRIGHT

HAWK

STATE

CLARK

JUAREZ

ERIC

A

BELL

WESTCENTRAL

SA

NJU

AN

NEBRASKA

ST

EW

AR

T

3R

D

4T

H

5T

H

CENTRAL

10T

H

CYPRESS

CA

GE

BELL

1ST

WY

OMIN

G

ST

AT

E

WY

OMIN

G

1ST

71/

2

SANTA FE GOMEZALAMEDA

CHAPARRAL

3RD

4TH

VICTORIA

VERMONT

5T

H

SUNFLOWER

SHASTA

TEA ROSE

MARIGOLD

LARK SPUR

KERRIA

IRIS

FERN

1ST ST

1ST LN

CAMELIA

CY

NT

HIA

TAMARACKSYCAMORE

JASMINE

KENNEDY

ELBERT

DOUGLAS

EISENHOWER

FUNNY WAYLOVELY WAY

VALLEY WAYTANGERINE

GRAPEFRUITMEANDERING

AMYTANGELO

PALM

ALFREDO

JAIME

SANDRA

CO

UG

AR

BU

FF

ALO

DEANNA

MARIA

ANNA

SYLVIA

CU

RTIS

RO

BE

RT

SYLVIA

CH

ULA

VIS

TA

GUAYAVITOSCOZUMELCANCUNACAPULCO

15TH

OHIO

KA

NS

AS

LIN

CO

LN

10TH

11TH

12TH

13TH

14TH

CURRY

CLO

VE

MISTLETOE

ORANGE

LAUREL

BLOSSOM

MA

GN

OLIA

MED CAP

MADRID

CAS

A

DIP

LO

MA

T

SEVILLA

COIL

12TH

13TH

HELMER

DAFFODIL

JACKSON

PINE

HUIS

AC

HE

RUIZ

GU

MW

OO

D

CY

NT

HIA

TORONTO

CY

NT

HIA

EBANO

ENCINO

8TH

7TH

6TH

4TH

3RD

WAS

HIN

GT

ON

PA

LM

PSJH BEARS

SH

UFF

OR

D

KIN

G

MA

YF

AIR

HA

MP

TO

N

AN

DR

EW

S

TAYLOR

HAWK

JUAREZ

HAWK

LOOP

6T

H

DATE PALM

2ND

MAURER

HUISACHE

PK

VA

LLE

Y

OWASSA

SALLY

LIBERTY

EASY

PECAN

SIOUX

WISTERIA

9T

H

LOS EBANOS

SAN DIEGO

ST

AN

DA

RD

LIN

CO

LN

CALLE DE JARDIN

ALFREDO

SA

GE

BR

US

H

SA

N

MA

TE

O

KENNEDY

CHURCH

WATER

PUEBLO

NO

RT

H I

LITTLE

AZ

TE

CA

MA

YA

INC

A

RO

DRIG

UEZ

INC

A

AZ

TE

CA

MA

YA

CO

MA

NC

HE

CO

CHIS

E

GE

RO

NIM

O

AD

AM

E

HOGAN

BEN

2N

D

AUDREY

GU

MW

OO

D

BAGWELL

TAMARACK

UPAS

CEDAR

QUEREC

McC

OLL

BREEZE

BORDER

NO

RT

H I

NO

RT

H I

SO

UT

H I

ELDORA

EARLING

MINNESOTA

Myers

Park

La Vista

Park

Lion

Park

Mayfield

Park

Aldrich

Park

Witten

Park

NW

Pk

City

Pk

Park

Cem

PkEvans

2.0

1.1

1.1

1.1 1.6

0.5

0.3

0.6

0.6

0.7

1.8

0.8

1.2

1.8

0

0

.

.1

1

1.1

1.5

0.1

1.9

0.5

0.4

1.3

0.5

1.1

1.5

1.8

1.5

0.5

1.3

SAN JUANPop 7,608

Pop 32,921

PHARR

LOPEZVILLE

2061

1426

1426

3461

3362

3461

83

B83

S

B83

S

83

281

336

2061

495

495

MARTIN

SAN

JU

NIP

ER

K

CE

NT

ER

ESPERANZA

WINTERWING

LA VISTA

WILLOW

I ST

J ST

UPAS Mc

AL

LE

N

PH

AR

R

CIT

Y

LIM

IT

PH

AR

R

CIT

Y

LIM

ITCIT

Y

LIM

IT

SA

N

JU

AN

CIT

YLIM

IT

P

P

RVSC

RIO VALLEY SW ITHCING COMPANY

RVSC

BYRONNELSON

MOORE

AUGUSTA SQUARE

GR

EE

NB

RIA

R

WICHITA

RIDGE

LINDBERG

•2

ND

PE

KIN

G

CY

NT

HIA

JACKSON

ITHACA

HOUSTON

1ST

ERIE

FRESNO CAS

A

LIN

DA

RO

SE ELLE

N

MO

CKIN

GBIR

D

GALVESTON

CHICAGO

BEAUMONT

C E

BAYWOOD

CEDAR

DATE PALM

GUMWOODHACKBERRY

IVY

JASMINE

KENDLEWOODLAUREL

MAPLE

NYSSA

ORANGE

PECAN

REDWOOD

SYCAMORE

TAMARACK

QUINCE

WALNUT

6T

H

3R

D

UPAS

VINE

WHITEWINGHIGHLAND

WESTWAY

LA VISTA

5 T

H

7T

H

HARVEY

4T

H

CAMELLIA

DAFFODIL

ESPERANZA

8T

H

FERN

GARDENIA

HIBISCUS

1ST

JONQUIL

2N

D

IRIS

KERRIA

LARKSPUR

MARIGOLD

NOLANA

KERRY

PRIMROSE

QUAMASIA

REDBUD

6T

H

7T

H

8T

H

9T

H

ULEXTULIP1S

T

MINNESOTA

EARLING

McC

OLL

ELDORA

SU

GA

R

SIOUX

JA

CKS

ON

SA

N

PA

TRICIA

PA

LM

LEE

BUTLER

BOWIE

EMIL HIBIS

CU

S

POLK

WH

ALE

N

SAENZ

RENDONMARTINEZ

GARCIA

DIAZ

BRADY

BIR

CH

LEE

EMIL

WARREN

AT

HO

L

ALAN

KATHY

JU

NIP

ER

KU

MQ

UA

T

DO

UG

LAS

SC

OT

TY

MA

RY

AN

N

CIR

CLE

JAMIE

SANDRA

GONZALESHACKBERRY

EBONY

CITRUS

ATHEL

MESQUITE

CHAPARRAL

DO

E

BU

FF

ALO

AN

TELO

PE

LE

OP

AR

D

2ND

3RD

4TH

RAILROAD

6TH

7TH

8TH

9THCOIL

SH

UFF

OR

D

KIN

G

SA

NA

NT

ONIO

SAM HOUSTON

WEST

TE

XAS

ST

AN

DA

RD

GREEN

LIN

CO

LN

NE

BR

AS

KA

KA

NS

AS

OHIO

TE

XAS

IOW

A

LIN

DE

N

KU

MQ

UA

T

IRO

NW

OO

D

DA

NN

ER

FRIEDA

TARRANT

FIR

RIDGEWOOD

CYP

RESS

BIR

CH

AT

HO

L

CA

GE

AST

ER

AZ

ALE

A

BLU

EB

ON

NET

CA

NN

A

JACKSON

RIDGE

MOORE

PET

UNIA

KELLY

CAS

AP

AL

M

SU

GA

R

CHEROKEE

GA

RD

ENIA

CAFFERYPARK

FLA

G

ESP

ER

AN

ZA

ROSEMARYSAM HOUSTON

BLU

EB

ON

NET

AST

ER

BOONE

LESLIE

LAUCK

HELMER

JONES

GORE

DA

HLIA

CA

NN

A

JO

SEP

HIN

E

AT

HO

L

BIR

CH

CYP

RESS

DO

GW

OO

D

EB

ON

Y

HUISACHE

McDONALD

RIC

HM

ON

D

GU

MW

OO

D

IRO

NW

OO

D

DREYER

FIR

MARION

PRESTON

KU

MQ

UA

T

LIN

DE

NM

AG

NO

LIA

HUIS

AC

HE

EAST

SANCHEZ

JU

NIP

ER

IRO

NW

WO

D

GU

MW

OO

D

PENA

EVANS

JUAREZ

LUCAS

WRIGHT

EGLY

CHAPA

VILLEGAS

CORTEZ

SAN ANTONIO

POLKELLER

AT

HO

L

ELLER

AZ

ALE

A

VILLEGAS

EGLY

GA

Y

IRIS

HIBIS

CU

S

WRIGHT

HAWK

STATE

CLARK

JUAREZ

ERIC

A

BELL

WESTCENTRAL

SA

NJU

AN

NEBRASKA

ST

EW

AR

T

3R

D

4T

H

5T

H

CENTRAL

10T

H

CYPRESS

CA

GE

BELL

1ST

WY

OMIN

G

ST

AT

E

WY

OMIN

G

1ST

71/

2

SANTA FE GOMEZALAMEDA

CHAPARRAL

3RD

4TH

VICTORIA

VERMONT

5T

H

SUNFLOWER

SHASTA

TEA ROSE

MARIGOLD

LARK SPUR

KERRIA

IRIS

FERN

1ST ST

1ST LN

CAMELIA

CY

NT

HIA

TAMARACKSYCAMORE

JASMINE

KENNEDY

ELBERT

DOUGLAS

EISENHOWER

FUNNY WAYLOVELY WAY

VALLEY WAYTANGERINE

GRAPEFRUITMEANDERING

AMYTANGELO

PALM

ALFREDO

JAIME

SANDRA

CO

UG

AR

BU

FF

ALO

DEANNA

MARIA

ANNA

SYLVIA

CU

RTIS

RO

BE

RT

SYLVIA

CH

ULA

VIS

TA

GUAYAVITOSCOZUMELCANCUNACAPULCO

15TH

OHIO

KA

NS

AS

LIN

CO

LN

10TH

11TH

12TH

13TH

14TH

CURRY

CLO

VE

MISTLETOE

ORANGE

LAUREL

BLOSSOM

MA

GN

OLIA

MED CAP

MADRID

CAS

A

DIP

LO

MA

T

SEVILLA

COIL

12TH

13TH

HELMER

DAFFODIL

JACKSON

PINE

HUIS

AC

HE

RUIZ

GU

MW

OO

D

CY

NT

HIA

TORONTO

CY

NT

HIA

EBANO

ENCINO

8TH

7TH

6TH

4TH

3RD

WAS

HIN

GT

ON

PA

LM

PSJH BEARS

SH

UFF

OR

D

KIN

G

MA

YF

AIR

HA

MP

TO

N

AN

DR

EW

S

TAYLOR

HAWK

JUAREZ

HAWK

LOOP

6T

H

DATE PALM

2ND

MAURER

HUISACHE

PK

VA

LLE

Y

OWASSA

SALLY

LIBERTY

EASY

PECAN

SIOUX

WISTERIA

9T

H

LOS EBANOS

SAN DIEGO

ST

AN

DA

RD

LIN

CO

LN

CALLE DE JARDIN

ALFREDO

SA

GE

BR

US

H

SA

N

MA

TE

O

KENNEDY

CHURCH

WATER

PUEBLO

NO

RT

H I

LITTLE

AZ

TE

CA

MA

YA

INC

A

RO

DRIG

UEZ

INC

A

AZ

TE

CA

MA

YA

CO

MA

NC

HE

CO

CHIS

E

GE

RO

NIM

O

AD

AM

E

HOGAN

BEN

2N

D

AUDREY

GU

MW

OO

D

BAGWELL

TAMARACK

UPAS

CEDAR

QUEREC

McC

OLL

BREEZE

BORDER

NO

RT

H I

NO

RT

H I

SO

UT

H I

ELDORA

EARLING

MINNESOTA

Myers

Park

La Vista

Park

Lion

Park

Mayfield

Park

Aldrich

Park

Witten

Park

NW

Pk

City

Pk

Park

Cem

PkEvans

2.0

1.1

1.1

1.1 1.6

0.5

0.3

0.6

0.6

0.7

1.8

0.8

1.2

1.8

0

0

.

.1

1

1.1

1.5

0.1

1.9

0.5

0.4

1.3

0.5

1.1

1.5

1.8

1.5

0.5

1.3

SAN JUANPop 7,608

Pop 32,921

PHARR

LOPEZVILLE

2061

1426

1426

3461

3362

3461

83

B83

S

B83

S

83

281

336

2061

495

495

MARTIN

SAN

JU

NIP

ER

K

CE

NT

ER

295+0

0

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+00365+00 370+00

375+00 380+00

295+0

0

300+00

305+00

310+00 315+00 320+00

325+00330+00

335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00

380+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

10+0015+00

20+00

10+00

15+00

20+00

10+0015+00

20+00

25+00

10+00

15+00

20+00

25+00

30+00

[ IH 2

2'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

EXIST PVMT

70'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

EXIST PVMT

70'

WIDENING

12' PROP

SSCBSSTR

PAVEMENT OVERLAY

LANE

12'

LANE

12'

EXIST PVMT

51'

LANE

12'

LANE

15'

63' EXIST PVMT

LANE

12'

TURN LANE

15'

TURN LANE

12'

TURN LANE

12'

TURN LANE

12'

EXIST ROW

340'

2% 2%

12'

12'

WALL

PROPOSED RETAINING

EXISTING SSTR

RO

W

RO

W

PROPOSED PAVEMENT WIDENING

[ IH 2

2'

WIDENING

26' PROP

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

EXIST PVMT

56'

EXIST PVMT

56'

SSCB

LANE

12'

LANE

12'

EXIST PVMT

36'

LANE

12'

SH

LD

4'

LANE

14'

SHLD

8'

1' 1'

70'

WIDENING

13' PROP

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

36' EXIST PVMT

1.3%1.3%

2%

17'12'

EXIST ROW

435'

RO

W

RO

W

SH

LD

4'

LANE

14'

SHLD

8'

1'1'

2%

REEVET

28' PROP RAMPRWXVET

28' PROP RAMP

22'

82'

WALL

PROPOSED RETAININGWALL

PROPOSED RETAINING

WALL

PROPOSED RETAINING

WALL

PROPOSED RETAINING

SSTR SSTR

LANE

12'

35'

LANE

12'

27'

36'

RAMP REEVET PGL

RAMP RWXVET PGL

PROPOSED PAVEMENT MILL AND OVERLAY WIDENING

PROPOSED PAVEMENT WIDENING

PROPOSED PAVEMENT

CONSTRUCTION

PAVEMENT

PROPOSED

CONSTRUCTION

PAVEMENT

PROPOSED

US 281

VET

ER

AN

S

RD

FM 1426

STA = 1485+42.00

EL = 117.94'

(+)0.3500 %(-)0.3507 %

L = 210.00'

K = 300

ex = -0.18'

STA = 1501+30.00

EL = 112.37'

(-)0.3507 % (+)3.0

000

%

L = 650.00'

K = 194

ex = 2.72'

STA = 1512+80.00

EL = 146.87'

(+)3.0

000

%(-)3.0000 %

L = 1,500.00'

K = 250

ex = -11.25'

STA = 1524+40.00

EL = 112.07'

(-)3.0000 % (-)0.3500 %

L = 500.00'

K = 189

ex = 1.66'

VP

C 1484

+37.00

EL.

= 117.58 '

VP

T 1486

+47.00

EL.

= 117.57 '

VP

C 1498

+05.00

EL.

= 113.51 '

VP

T 1504

+55.00

EL.

= 122.12 '

VP

C 1505

+30.00

EL.

= 124.37 '

VP

T 1520

+30.00

EL.

= 124.37 '

VP

C 1521

+90.00

EL.

= 119.57 '

VP

T 1526

+90.00

EL.

= 111.20 '

ST

A 1530

+00

EL

EV

= 110.11

17.8'

16.5'

20'

DI

RE

CT

CO

NN 3

DI

RE

CT

CO

NN 2

[ IH 2

2'

LANE

11'

LANE

11'

LANE

11'

4.6%

4.6%

SSCB

58'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

SHLD

10'

LANE

11'

70'

LANE

12'

SHLD

10'

2%

4'

DIRECT CONNECTOR 4

40' PROP RAMP

LANE

12'

LANE

12'

SHLD

10'

2%

4'

DIRECT CONNECTOR 2

40' PROP RAMP

LANE

12'

EXIST PVMT

34'

EXIST PVMT

34'

1' 1'1'1'

EXIST ROW

320'

SSTRSSTR

SSTRSSTR

13'14'

RO

W

RO

W

DC 2 PGLDC 4 PGL

1' 1'

LANE

11'

LANE

11'

PROPOSED PAVEMENT RECONSTRUCTION

CONSTRUCTION

PROPOSED PAVEMENT

CONSTRUCTION

PROPOSED PAVEMENT

[ IH 2

EXIST ROW

408'

LANE

11'

SHLD

10'

LANE

11'

34' EXIST PVMT

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 4

40' PROP RAMP

34' EXIST PVMT

LANE

11'

LANE

11'

SHLD

10'

14'13'

1' 1'

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 4

40' PROP RAMP

1' 1'

RO

W

RO

W

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

PVMT RECONSTRUCTION

58'

PVMT RECONSTRUCTION

70'

SHLD

10'

SHLD

10'

2'

SSCB

2%2%

33'

19'

19'

25'

DC 4 PGLDC 2 PGL

2'2'

PROPOSED PAVEMENT RECONSTRUCTION

PR

OP

RO

W

88'

LANE

11'

LANE

11'

EXIST PVMT

46'

LANE

11'

LANE

11'

LANE

12'

SHLD

10'

LANE

12'

34' EXIST PVMT

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

1' 1'DIRECT CONNECTOR 1

40' PROP RAMP

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

1' 1'DIRECT CONNECTOR 3

40' PROP RAMP

14'

EXIST ROW

563'

RO

W

RO

W

1' 1'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

PVMT RECONSTRUCTION

70'

PVMT RECONSTRUCTION

70'

[ IH 2

2'

SSCB

SHLD

10'

SHLD

10'

2% 2%

40'

52'

DC 3 PGLDC 1 PGL

PROPOSED PAVEMENT RECONSTRUCTION

LANE

12'

SHLD

10'

EXIST ROW

300'

EXIST PVMT

36'

[ IH 2

2'

EXIST PVMT

58'

EXIST PVMT

58'

SHLD

10'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SSCB

2% 2%

SHLD

10'

LANE

12'

SHLD

10'

2%

4'

DIRECT CONNECTOR 3

40' PROP RAMP

LANE

12'

1' 1'

LANE

12'

SHLD

10'

LANE

12'

34' EXIST PVMT12' 12'

LANE

14'

RO

W

RO

W

WALL

PROPOSED RETAININGWALL

PROPOSED RETAINING

SSTR

LANE

12'

2%

4'

DIRECT CONNECTOR 1

40' PROP RAMP

LANE

12'

1' 1'

SHLD

10'

SSTR

WALL

RETAINING

PROPOSEDWALL

RETAINING

PROPOSED

DC 3 PGL

DC 1 PGLPROPOSED PAVEMENT MILL AND OVERLAY

RECONSTRUCTION

PROPOSED PAVEMENT

RECONSTRUCTION

PROPOSED PAVEMENT

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 1

40' PROP RAMP

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 3

40' PROP RAMP

SH

LD SHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 4

40' PROP RAMP

SH

LD SHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 2

40' PROP RAMP

DIRECT CONNECTOR 2DIRECT CONNECTOR 1

DIRECT CONNECTOR 3DIRECT CONNECTOR 4

DC 1 PGL

DC 3 PGL

DC 2 PGL

DC 4 PGL

2% (6% MAX)

2% (6% MAX)

2% (6% MAX) 2% (6% MAX)

10+0

0

15+00

20+00 25+00 30+0035+00

40+00

10+0

0

15+00

20+0025+00 30+00

35+00

40+00

45+00

50+00

385+0

0

390+00

395+00 400+00 405+00 410+00 415+00

420+00

425+00

430+00 435+00 440+00

445+00

450+00

455+0

0

460+0

0

385+0

0

390+0

0

395+00

400+00

405+00 410+00 415+00420+00

425+00

430+00435+00 440+00

445+00

450+00

455+00

460+0

0

465+0

0

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+0

0

10+00

15+00

20+00

25+0

0

116.85

114.85

113.43

112.75

112.87

112.87

112.67

112.63

112.67

112.42

112.18

111.89

111.74

111.79

111.44

111.11

110.94

111.01

111.07

111.06

111.21

111.48

111.80

111.60

111.94

112.72

114.23

116.66

119.80

123.16

125.78

127.69

128.94

111.26

110.00

129.20

128.21

126.70

124.76

122.03

118.43

115.27

112.92

111.54

111.27

111.07

110.91

110.76

110.54

110.39

110.26

110.07

109.90

109.91

109.89

109.88

109.88

109.96

109.89

109.69

109.69

109.62

109.74

109.60

109.46

109.17

109.42

109.28

108.82

108.79

108.66

108.51

108.60

108.35

108.49

108.47

108.41

108.99

109.98

111.56

114.01

116.95

119.61

122.02

123.76

125.38

126.63

126.92

105.41

106.00

126.91

126.47

125.09

123.46

121.65

119.24

116.28

113.95

111.70

110.46

109.50

109.29

109.05

108.96

109.24

108.71

108.61

108.43

108.45

107.99

107.90

107.76

107.70

107.50

107.84

107.59

107.66

107.69

107.67

107.85

108.47

109.13

110.63

112.74

115.32

118.22

120.22

122.47

124.40

125.62

126.40

102.65

103.80

104.49

126.35

125.33

124.25

122.50

120.22

117.75

114.99

112.31

109.97

108.65

108.31

108.31

108.02

107.96

107.63

107.79

107.79

108.08

108.25

108.39

108.53

108.75

108.86

108.94

109.16

109.26

109.50

109.53

109.54

109.40

109.31

109.42

108.88

109.14

108.87

108.65

108.40

108.24

108.17

107.86

107.58

126.35

125.33

124.25

122.51

120.22

117.75

114.99

112.31

109.97

108.65

108.31

108.31

108.02

107.96

107.63

107.79

107.79

108.08

108.25

108.39

108.53

108.75

108.86

108.94

109.16

109.26

109.50

109.53

109.54

109.40

109.31

109.42

108.88

109.14

108.87

108.65

108.40

108.24

108.17

107.86

107.58

115.70

116.05

116.40

116.75

117.10

117.45

117.73

117.70

117.39

117.04

116.69

116.34

115.99

115.63

115.28

114.93

114.58

114.23

113.88

113.53

113.41

113.81

114.72

116.15

118.09

120.55

123.47

126.38

128.90

131.02

132.74

134.06

134.98

135.50

135.62

135.34

134.66

133.58

132.10

130.22

127.94

125.26

122.27

119.28

116.59

114.44

112.82

111.73

111.16

110.81

110.46

110.11

1490+00 1495+00 1500+00 1505+00 1510+001480+00 1485+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+00

REESUG

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 16+33.88

= 154.34

= 308.48

= 3,500.00

= 14+79.54

= 17+88.02

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 30+88.12

= 64.79

= 129.58

= 6,480.00

= 30+23.33

= 31+52.91

RWXSUG

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 13+38.82

= 674.78

= 338.82

= 3,000.00

= 10+00.00

= 16+74.78

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 18+56.80

= 124.84

= 249.63

= 4,680.00

= 17+31.96

= 19+81.59

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 22+12.63

= 150.87

= 301.69

= 6,480.00

= 20+61.76

= 23+63.45

PI STATION = 25+60.16

DELTA

TANGENT = 142.61

LENGTH = 285.13

RADIUS = 4,680.00

PC STATION = 24+17.55

PT STATION = 27+02.68

REXVET

PI STATION = 12+87.34

DELTA

TANGENT = 204.94

LENGTH = 409.73

RADIUS = 6,000.00

PC STATION = 10+82.39

PT STATION = 14+92.12

PI STATION = 21+30.14

TANGENT = 204.46

= 408.76

RADIUS = 6,000.00

PC STATION = 19+25.68

PT STATION = 23+34.44

LENGTH

DELTA

REE281

PI STATION = 13+76.49

DELTA

TANGENT = 115.46

LENGTH = 230.83

RADIUS = 3,500.00

PC STATION = 12+61.03

= 14+91.86PT STATION

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 22+49.99

= 115.46

= 230.83

= 3,500.00

= 21+34.53

= 23+65.36

RWEVET

= 14+71.47

= 270.72

= 541.12

= 6,480.00

= 12+00.75

= 17+41.87

DELTA

PI STATION

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 21+54.53

DELTA

TANGENT = 146.22

LENGTH = 292.27

RADIUS = 3,500.00

PC STATION = 20+08.31

PT STATION = 23+00.58

RWX281

= 11+73.76

DELTA

TANGENT = 140.95

= 281.75LENGTH

RADIUS

PC STATION

PT STATION = 13+14.56

= 10+32.81

= 3,500.00

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 20+34.89

= 260.44

= 520.60

= 6,480.00

= 17+74.45

= 22+95.04

PI STATION

REXNEB

PI STATION = 14+73.66

DELTA

TANGENT = 473.66

LENGTH = 942.33

RADIUS = 3,750.20

PC STATION = 10+00.00

PT STATION = 19+42.33

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 14+54.54

= 10+00.00

= 3,500.00

= 454.54

= 227.59

= 12+27.59

REEVET

PI STATION

PI STATION

PI STATION = 10+36.10

DELTA

= 36.10

= 72.20

= 2,876.79

= 10+00.00

= 10+72.20

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 17+08.86

= 510.49

= 1,013.83

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 3,500.00

= 11+98.37

= 22+12.20

PI STATION = 33+48.04

TANGENT = 120.38

LENGTH = 240.66

RADIUS = 3,500.00

PC STATION = 32+27.66

PT STATION = 34+68.32

DELTA

PI STATION = 39+63.51

DELTA

TANGENT = 85.35

LENGTH = 170.67

RADIUS = 3,500.00

PC STATION = 38+78.15

PT STATION = 40+48.83

RWENEB

= 12+27.59

= 227.59

= 454.54

= 3,500.00

= 10+00.00

= 14+54.54

DELTA

PI STATION

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 21+83.86

DELTA

= 229.31

= 457.97

= 3,500.00

= 19+54.55

= 24+12.52

TANGENT

LENGTH

PC STATION

PT STATION

RADIUS

RWXVET

PI STATION = 10+43.67

DELTA

= 43.67

= 87.33

= 3,821.20

= 10+00.00

= 10+87.33

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 14+65.26

DELTA

TANGENT = 377.93

LENGTH = 750.13

RADIUS = 2,500.00

PC STATION = 10+87.33

PT STATION = 18+37.45

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 37+27.13

= 32+46.14

= 3,500.00

= 480.99

= 240.88

= 34+87.03

PI STATION = 39+68.01

DELTA

TANGENT = 240.88

LENGTH = 480.99

RADIUS = 3,500.00

PC STATION = 37+27.13

PT STATION = 42+08.12

RWECES

PI STATION = 13+44.31

DELTA

TANGENT = 344.31

LENGTH = 686.92

RADIUS = 4,000.00

PC STATION = 10+00.00

= 16+86.92PT STATION

PI STATION = 21+91.97

DELTA

TANGENT = 214.38

= 428.03

= 3,000.00

= 19+77.59

= 24+05.62

LENGTH

RADIUS

PC STATION

PT STATION

REXCES

PI STATION = 10+46.49

DELTA

TANGENT = 46.49

LENGTH = 92.98

RADIUS = 5,784.05

PC STATION = 10+00.00

PT STATION = 10+92.98

PI STATION = 16+83.98

DELTA

TANGENT = 162.08

= 323.57

= 2,190.00

= 15+21.90

= 18+45.47

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 25+81.36

DELTA

TANGENT = 273.96

LENGTH = 546.80

RADIUS = 3,500.00

PC STATION = 23+07.40

PT STATION = 28+54.20

120

130

140

150

160

170

180

110

100 120

130

140

150

160

170

180

110

100

190

200

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

| IH 2

PROP PGL

MA

TC

HLI

NE S

TA 1479+00

1510+001490+00 1495+00 1500+00 1505+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+001485+001480+00

SECTION B-B

SECTION D-D

MATCHLINE STA 860+50

DIRECT CONNECTOR 2

VE

RTI

CA

L

CL

EA

RA

NC

E

DIRECT CONNECTOR 3

VE

RTI

CA

L

CL

EA

RA

NC

E

RO

LL

2

OF

6

MA

TC

HLI

NE

ST

A 1571

+00

MA

TC

HLI

NE

ST

A 1571

+00

1610+00 1615+00 1620+00 1625+00

90

80

[ IH 2

NATURAL GROUND

| WBFR

NATURAL GROUND

| EBFR

NATURAL GROUND

1630+00 1635+00 1640+00 1645+00 1650+00

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

| WBFR

NATURAL GROUND| EBFR

NATURAL GROUND

| WBFR

NATURAL GROUND

| EBFR

NATURAL GROUND

| WBFR

NATURAL GROUND

| EBFR

NATURAL GROUND

RO

LL

2

OF

6

SECTION A-A

SECTION C-C

SECTION E-E

SECTION F-F

| EBFR

NATURAL GROUND

| WBFR

NATURAL GROUND

| IH 2

PROP PGL

20.3' 2

3'

N.T.S N.T.S

[ IH 2

NATURAL GROUND

TO REMAIN

EXIST VETERANS BRIDGE

TO REMAIN

EXIST FM 1426 BRIDGE

END PROJECTEND MILL AND OVERLAYSTA 1651+19

CSJ: 0039-17-175CSJ: 0039-17-175

BEGIN PROJECT STUDY LIMITSCSJ: 0039-17-175

BEGIN PROJECT STUDY LIMITS

CSJ: 0039-17-175

END PROJECT STUDY LIMITS

CSJ: 0039-17-175CSJ: 0039-17-175

BEGIN PROJECT STUDY LIMITSCSJ: 0039-17-175

BEGIN PROJECT STUDY LIMITS

CSJ: 0039-17-175

END PROJECT STUDY LIMITS

12.5'x10.5'

EXIT 147 B

FM

1426

San Juan

EXIT ONLY

44'x14'

EXIT 146 B

W ESTINTERSTATE

2 83

M cAllen

N O RTH

INTERSTATE

69C 281

Edinburg ½ MILE

EXIT ONLY

EXIT 149

Cesar Chavez

Road ¾ MILE

12.5'x11.5'

EXIT 147 B

FM

1426

San Juan

EXIT ONLY

16.5'x7.5'

Alam o

Business District

NEXT 3 EXITS

21.5'x10'

EXIT 149

Cesar Chavez

EXIT ONLY

Road

21.5'x10'

EXIT 149

Cesar Chavez

EXIT ONLY

Road

17.5'x7'

EXIT 147 A

Veterans Blvd

EXIT ONLY

17.5'x7'

EXIT 147 A

Veterans Blvd

EXIT ONLY1 MILE

13.5'x11'

EXIT 146 A

281S O UTH

Pharr

13.5'x12.5'

EXIT 146 B

N O RTH

INTERSTATE

69C 281

Edinburg

¾ MILE

TO BE RELOCATED

EXISTING DMS

52'x16'

EXIT 146

E AST

INTERSTATE

2 83

Harlingen

N O RTH

INTERSTATE

69C 281

Edinburg

EXIT ONLY

17.5'x7'

EXIT 147 A

Veterans Blvd

EXIT ONLY

EXIT 144

BUSINESS

83FM

3362FM

2061

Jackson Rd

EXIT ONLY

12.5'x9'

Sugar Rd

Polk Ave

EXIT 144

12.5'x10.5'

EXIT 147 B

FM

1426

San Juan

1 MILE

13.5'x11.5'

EXIT 146 A

281S O UTH

Pharr

EXIT 144

BUSINESS

83FM

3362FM

2061

Jackson Rd

1 MILE

44'x15.5'

W EST

INTERSTATE

2 83

M cAllen

N O RTH

INTERSTATE

69C 281

Edinburg

EXIT ONLY

EXIT 146 B

12'x10.5'

Virgen De San Juan

Basilica and Shrine

Raul Longoria Road

EXIT 147 B

13.5'x11'

EXIT 146 A

281S O UTH

Pharr ½ MILE

21.5'x15'

21.5'x15'

M cAllen

Business District

NEXT 4 EXITS

EXIT 144

BUSINESS

83FM

3362FM

2061

Jackson Rd

EXIT ONLY

21.5'x15'17.5'x8'

San Juan

Business District

NEXT 3 EXITS

17.5'x8' 17.5'x7'

EXIT 147 A

EXIT ONLY

Veterans Blvd

[ IH2 [ IH2

4

3

2

2

EXIST R

OW

EXIST R

OW

A

A

4

3

2

IH 2 WBML

IH 2 EBML

IH 2 WBML

IH 2 EBML

IH 2 WBML

IH 2 EBML

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

B

B

IH 2 WBFR

IH 2 EBFR

IH 2 WBFR

IH 2 EBFR

2

PROP

ROW

IH 2 EBML

IH 2 WBML

3

3

4

3IH 2 WBML

IH 2 EBML

IH 2 WBML

IH 2 EBML

IH 2 WBML

IH 2 EBML

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

RAMP RWX281

RAMP REE281

C

C

D

D

IH 2 WBML

IH 2 EBML

IH 2 WBFR

2 4

3

3

4

3

EXIST ROW

EXIST ROW

E

E

IH 2 WBFR

IH 2 EBFR

4

5

4

4

4

IH 2 EBFR IH 2 EBFR

IH 2 EBFR

IH 2 WBFR

EXIST ROW

RAMP REESUG

2

DIRECT CONNECTOR 22

EXIS

T RO

W

DIREC

T CO

NNEC

TOR

4

DIR

ECT CO

NNECTO

R 2

DIR

EC

T

CO

NN

EC

TO

R 3

DIR

ECT

CO

NN

ECT

OR 1

DIRECT CONNECTOR 3

DIRECT CONNECTOR 1 DIRECT CONNECTOR 12

2DIRECT CONNECTOR 3

EXIS

T

RO

W

RAMP RWESUG

RAMP REXVET

RAMP RWEVET

2

2

2

EXIST ROW

5

4

| DC 3

| DC 1

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

| RAMP RWX281

| RAMP REE281

| DC 3

| DC 1

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

| EBFR

| WBFR

| RAMP REESUG

| RWXSUG

| DC 4

| DC 2

[ IH2

| RAMP RWESUG

DIRECT CONNECTOR 4

END 11' FRONTAGE ROAD LANES

END 11' FRONTAGE ROAD LANES

END SUPERELEVATION TRANSITION

STA 58+50

BEGIN BRIDGE RECONSTRUCTION

STA 1511+85

END BRIDGE RECONSTRUCTION

STA 1513+70

END SUPERELEVATION TRANSITION

STA 56+25

BEGIN SUPERELEVATION TRANSITION

STA 53+51

BEGIN SUPERELEVATION TRANSITION

STA 56+37

TO REMAIN

EXISTING TRAFFIC SIGNAL

TO REMAIN

EXISTING TRAFFIC SIGNAL

END DC 4 BRIDGE

STA 1492+00

BEGIN DC 2 BRIDGE

STA 1492+52

END DC 3 BRIDGE

STA 1552+39

BEGIN DC 1 BRIDGE

STA 1544+66

BEGIN BRIDGE WIDENING

STA 1566+23END BRIDGE WIDENING

STA 1568+52

BEGIN SUPERELEVATION TRANSITION

END FULL SUPERELEVATION 6%

STA 53+26

BEGIN FULL SUPERELEVATION 6%

END SUPERELEVATION TRANSITION

STA 53+49

BEGIN FULL SUPERELEVATION 6%

END SUPERELEVATION TRANSITION

STA 50+85

BEGIN SUPERELEVATION TRANSITION

END FULL SUPERELEVATION 6%

STA 53+37

BEGIN SUPERELEVATION TRANSITION

END FULL SUPERELEVATION 4.6%

STA 1460+95

BEGIN 2% NORMAL CROWN

END SUPERELEVATION TRANSITION

STA 1454+02

STA 1530+00

BEGIN MILL AND OVERLAY

END MAINLANE RECONSTRUCTION

INTERSTATE

2

281

281

83

WARREN ST

VET

ER

AN

S

BL

VD / I

RD

CA

GE

BL

VD

CA

GE

BL

VD

VET

ER

AN

S

BL

VD / I

RD

N

DA

HLIA

ST

N.

CA

NN

A

ST

N.

AS

TE

R

ST

N.

AT

HO

L

ST

VIC

DR

N.

GU

MW

OO

D

ST

N.

HUIS

AC

HE

ST

E.

JU

PIT

ER

ST

CLAYMEX

EQUIPMENT

CO.

ANDERSON

TxDOT

EQUIPMENTTRUCKERSTIRE MARTSOUTHERN

MART

STEEL

CONSTRUCTION

WILLIAMSON

TRAILER SALES

ELLIFF

PLAZA

PALM

TWIN

CARE

ADULT

GYM

PHARR

WHATABURGER

GO

ODW

ILL

DEPOT

SIGN

AUTO

GONZALES

DAY CARE

LITTLE LIONS

SCHOOL

PREMIER HIGH

RESTAURANT

FERNANDO'S

CENTER

TIREFARM BUREAU

COUNTRY

HIDALGO

BINGO

MIRACLE MILE

RENT-A-CAR

ENTERPRISE

REPAIR

AUTO

VIC'S

HOME

FUNERAL

DE LEON

& LIGHT

BATH KITCHEN

FERGUSON

FURNITURE

MUGONZA

SHOP

ONE STOP

HOUSE

LIGHT

MOTOR SPORTS

F&T VALLEY

CARDENAS

OF SOUTH TEXAS

TOYOTA LIFT

EQUIPMENT

TRUCKS &

CHEROKEETOWER

MARINE &

SOUTHERN

COVERING

FLOOR

RODRIGUEZ

SUITES

BEST VALUE INN

AMERICAS

DOMINOSKING

BURGER H.E.B.

SOLUTIONS

RETIREMENT

TRS TOTAL

SALE SYSTEMS

POINT OF MEDSCRUBZ

BUILDING MATERIALS

MATT'S

CONTRACTORS

GENERAL

ASSOCIATED

BIG REALTY

FLEXI COMPRASS

FARM I

NS.ST

ATE

45+00

50+00

55+0060+00

65+00

70+00

75+00

45+00

50+00

55+0060+00 65+00 70+00 75+00 80+00 85+00 90+00

95+00

45+00

50+0055+00 60+00 65+00 70+00 75+00 80+00 85+00

90+00

45+00

50+00

55+00

60+00

65+00

70+00

1480

+00

1485

+00

1490+00

1495+001500+00 1505+00 1510+00 1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 1545+00 1550+00 1555+00 1560+00 1565+00 1570+00

865

+00

5

4

4

5

4

3

IH 2 E

BML

IH 2 W

BML

IH 2 EBML

IH 2 WBMLIH 2 WBML

IH 2 EBML

EXIST ROW

EXIST ROW

RAMP RWENEB

RAMP REXNEB

F

F

IH 2 W

BFR

IH 2

EBFR

RAMP RWXVET

RAMP REEVET

RAMP REXCES

RAMP RWECES

4

4

EXIST ROW

EXIST ROW

| RAMP REEVET

| RAMP RWXVET

END FRONTAGE ROAD MILL+OVERLAY

| RAMP REXCES

| RAMP RWECES

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

| RAMP REXNEB

END FRONTAGE ROAD MILL+OVERLAY

| RAMP RWENEB

[ IH2

PROPOSED RETAINING WALL

TO REMAIN

EXISTING TRAFFIC SIGNAL

LOCATION

PROPOSED OUTFALL

BEGIN BRIDGE WIDENING

STA 1609+86 END BRIDGE WIDENING

STA 1612+49END BRIDGE CONSTRUCTION

STA 1597+00

BEGIN BRIDGE CONSTRUCTION

STA 1591+00

BEGIN BRIDGE CONSTRUCTION

STA 1599+58

END BRIDGE CONSTRUCTION

STA 1593+58

FM

1426

FM

1426

PSJA

LA

TER

AL

RA

UL

LO

NG

ORIA

RD

NEB

RA

SK

A

AV

E

N.

OBL

ATE

ST

SA

NT

A

FE

ST

UNLIMITEDBACKYARD

STE

WA

RT

RD

2557

FM

ALAMEDA ST

1575

+00

1580+00

1585+00

1590+00 1595+00 1600+00 1605+00 1610+00 1615+00 1620+00 1625+001630+00

1635+00

1640+00

1645

+00

1650

+00

INTERSTATE

2 83

Drawing.the.Human.head DGN CW

Creating s from MicroStation DGN Files Creating s from MicroStation DGN Files Introduction T.D.O.T. Design Division personnel have two methods available to them for producing s from

Latihan Soal Database Dgn Access

Swimming Pools Dgn 2013

Flotasi Dgn Regen Bakter

10_Analisa Struktur Dgn SAP2000 v742

Sen No ID No NAME (S/Shri) DOB CAT APPTT MODE DGN FROM OFFICE Lists/SeniorityList UDCs 06012016.pdf · sen no id no name (s/shri) dob cat apptt mode dgn from office 1 a063786 r s

Creating s from MicroStation V8 DGN Files

Bio Times 2012 Dgn Jawapan

11.plat & rangka dgn sap2000 v9

Ch12 Pendanaan Dgn Hutang

Jurnal Hub Pengetahuan Dgn Lemak

Schematic Interim 01-Default - prospertx.govm \ C a dd \ S c h e m a tic \ S c h e m a tic _ In t e r im _01. dgn 4: 20: 47 P M TEXAS DEPARTMENT OF TRANSPORTATION ... RAJESH JANARTHANAN,

Askep Anak Dgn Down Syndrome

Creating s from MicroStation DGN Files

Bergabung dgn ANAMed

Promosi dgn 7 p

Ada Apa Dgn Engineer

Perbandingan PSAK Dgn IFRS Menurut Deloitte

1SFD R/W 1SFD S 1SFD R/W NC 55 1SBKD 20 NAD 83 · PDF filev v v v v v $$$$$systime$$$$$ $$$$$dgn$$$$$ $$$$username$$$$ $$$$$systime$$$$$ $$$$$dgn$$$$$ $$$$username$$$$ d f d f

ABB i-bus KNX DALI Gateway Emergency Lighting DGN… · ABB i-bus® KNX DALI Gateway Emergency Lighting DGN/S 1.16.1 ... interfaces compliant to EN 62386 via KNX. ... (ISO/IEC 14543-3

Parasit Yg Berhubungan Dgn Sensori

Kalibrasi monitor dgn gamma for mac

WAP dgn JSP

Sheet 1.dgn 8/23/2012 9:15:44 AM 90 Tillmans... · 2018-07-30 · ...\SaTraffic\Cad\Dgn\Sheet 1.dgn 8/23/2012 9:15:44 AM...\SaTraffic\Cad\Dgn\Sheet 2.dgn 8/23/2012 9:51:57 AM...\SaTraffic\Cad\Dgn\Sheet

Manual Tecnico Dgn Olap - Final

Pertemuan 4 Database Dgn Access

Angelo Prof Dgn Div 2004

math dgn bm.doc

JBR 3.0.18 Standard JEDMICS File Types · 48 dgn allegr v9 native cad cadence v9 native 49 dgn allegr v10 native cad cadence v10 native 50 dgn ... 140 dgn dgn v4 native cad microstation

225i04.dgn) - AsakaTitle (\224[\225i04.dgn) Author TM0210 Created Date 5/16/2019 5:15:41 PM

DGN EXPORTS.1

Manipulasi Database MYSQL dgn PHP.pdf

RPT Maths Ting3 Dgn DSP

Hub Dgn Kulit pdf