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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_03.dgn 7:12:14 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 Mc D ONA L D N Mc D ONA 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' 2017 2017 2017 2045 2045 2045 135,300 207,400 133,200 212,800 136,700 186,900 R OLL 3 PROPOSED MAINLANE WIDENING/RECONSTRUCTION PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION PROPOSED BRIDGE STRUCTURES 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 PAVEMENT REMOVAL 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 PROPOSED RETAINING WALL N.T.S 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 DRAFT Subject to Change 95% Submittal E SP E R AN Z A WI N TE 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 R R 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 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 ON N E L S O N MO O R E AU G U S T A S Q UA 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 ON I T HA C A H OU 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 ON C H I C A G O B E AU MO N T C E B A Y WO O D C E DA R DA TEP A L M GU MWO O D HA C K B E RR Y I VY J A S MI N E K E ND L E WOOD L A U R EL MA P LE NY S S A O R AN 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 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 AND 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 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 Q U 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 COL L E L D O R A S UGAR S I OUX J ACKS ON S AN PATRI CI A PAL M LEE B U TLE R B O WI E E MI L HI BI S CUS P O L K WHALEN S A E N Z R E N D ON MA R T I N E Z GA RC I A D I A Z B R A DY BI RCH LE E 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 ON Z A LE S HA C K B E RR Y E B ON Y C I T R U S A T H EL ME S QU I T E C H A P A RR 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 HUF F ORD KI NG S AN ANTONI O S A M HO U S T O N WES T TEXAS S TANDARD G R EE 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 D A T A R R AN T F I R R I DG E WOOD CYPRES S BI RCH ATHOL CAGE AS TER AZALEA BL UEBONNET CANNA J A C K S ON R I DG 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 FF E R Y P A R K F L AG ESPERANZA R O S E MA R Y S A M HOU S T O N BL UEBONNET AS TER B OON 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 E Z J UNI PER I RONWWOD GUMWOOD P E N A E VAN S J UA 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 A N T ON I O P O L K E L LE R ATHOL ELLE R AZALEA V I L LE G A S E G L Y GAY I RI S HI BI S CUS WR I GH T HA WK S T A TE C L A R K J UA R E Z ERI CA B E LL 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 10 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 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 TE 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 N N E DY EL B E R T D OUG L A S E I S E NHO WE R F UN N YWAY L OV EL YWA Y VA LLE YWA Y T ANG E R I N E G R A P E F R U I T ME A ND E R I NG A MY T ANG EL 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 UN 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 RR Y CL OVE MI S T L E T O E O R ANG E L A U R EL B L O SS O M MAGNOL I A ME D C A P MAD 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 FF 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 ON 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 UA 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 LL 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 AN O S S A N D I E GO S TANDARD L I NCOL N C A L LED 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 HOGAN B E N 2ND A UD R E Y GUMWOOD B A G WE LL T A MA R A C K U P A S C E DA R QU E R E C Mc COL L B R EE 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 AN J UNI PER K CENTER 7 75 + 00 7 80 + 00 785 + 00 790+00 795+00 800+00 805 + 00 8 10 + 0 0 815 + 00 820+00 825+00 830+00 83 5 + 00 840 + 00 845 + 00 770+00 7 75 + 00 7 80 + 0 0 785 + 0 0 790+00 795+00 800+00 805 + 00 810 + 00 815 + 00 820+00 825+00 830+00 835+00 840 + 0 0 845 + 00 850 + 0 0 10+00 15 + 00 20+00 0+00 5 + 00 10 + 00 15 + 00 20+00 10+00 15 + 00 20 + 00 25 + 00 30 + 00 10+00 15 + 00 20 + 00 111.71 STA = 16+18.00 EL = 107.17' ( -) 2 . 6 0 00 % ( -) 0 . 53 98 % 106.63 VPC 15+33.00 EL. = 109.38 ' VPT 17+03.00 EL. = 106.71 ' 105.89 STA = 16+35.00 EL = 107.33' ( + ) 0 . 7 5 0 0 % ( + ) 0 . 5269 % L = 135.00' K = 605 ex = -0.04' 107.70 VPC 15+67.50 EL. = 106.83 ' VPT 17+02.50 EL. = 107.69 ' 141.36 STA = 42+10.00 EL = 145.62' ( + ) 0 . 6000 % ( + ) 3 . 0 0 0 0 % L = 240.00' K = 100 ex = 0.72' VPC 40+90.00 EL. = 144.90 ' 138.82 STA = 32+36.00 EL = 139.82' L = 310.00' K = 97 ex = 1.24' STA = 41+70.00 EL = 175.31' ( + ) 3 . 8000 % (-) 0 . 9000 % L = 400.00' K = 85 ex = -2.35' VPC 30+81.00 EL. = 138.89 ' VPT 33+91.00 EL. = 145.71 ' VPC 39+70.00 EL. = 167.71 ' 115.97 STA = 15+80.00 EL = 108.32' (-) 1 . 8100 % ( + ) 2 . 2 4 0 0 % L = 740.00' K = 183 ex = 3.75' STA = 28+20.00 EL = 136.10' ( + ) 2 . 2 40 0 % ( + ) 0 . 6000 % L = 320.00' K = 195 ex = -0.66' VPC 12+10.00 EL. = 115.02 ' VPT 19+50.00 EL. = 116.61 ' VPC 26+60.00 EL. = 132.52 ' VPT 29+80.00 EL. = 137.06 ' S I O UX R D 19' [ IH 69C / US 281 SHLD 10' SHLD 10' SHLD 13' SHLD 10' 2' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' 81' 72' 153' LANE 12' LANE 12' EXIST PVMT 51' LANE 12' 9.2' RAMP VAR 14'-15' LANE 12' EXIST PVMT 40' TRANSITION VAR 12'-15' U-TURN LANE VAR 12'-15' 9.4' ROW ROW 2% 2% WIDENING P R O P O S E D P AV E M E N T P R O P O S E D P AV E M E N T M I LL AND OV E R L A Y LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' [ IH 69C / US 281 SSTR SSTR SHLD 4' 4' SHLD 2 % U S UA L 2 % U S UA L 2 % U S UA L 2 % U S UA L | DC 1 | DC 2 | DC 3 | DC 4 82' GORE 12' SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 2 40' PROP RAMP DIRECT CONNECTOR 2 DC 2 PGL 2 % ( 6 % M AX ) SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 3 40' PROP RAMP DIRECT CONNECTOR 3 DC 3 PGL 2 % ( 6 % M AX ) SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 4 40' PROP RAMP DIRECT CONNECTOR 4 DC 4 PGL 2 % ( 6 % M AX ) SHLD SHLD 10' LANE 12' LANE 12' 4' DIRECT CONNECTOR 1 40' PROP RAMP DIRECT CONNECTOR 1 DC 1 PGL 2 % ( 6 % M AX ) DATE: FILE: 6/13/2018 \\PZHOU\data\bbi\trans\204701_IH2_Study\CADD\OpenRoads\DGN\IH2_SCHEM_03.dgn 7:12:15 PM c 2018 C S J : 0039 - 17 - 175 DA TE : 6 / 13 / 2018 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 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 OL L 3 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 PROPOSED EB RAMP PROFILE PROPOSED WB RAMP PROFILE Paul Voiles, PE,PTP PE #92991 Date Mc D ONA L D N Mc D ONA L D N N.T.S YEAR YEAR YEAR 2017 2017 2017 2045 2045 2045 135,300 207,400 133,200 212,800 136,700 186,900 PROPOSED RETAINING WALL 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 DRAFT Subject to Change 95% Submittal E SP 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 HA R R C I T Y LI M I T P HA 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 EL S O N MO O R E AUGU 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 OU S T ON 1 S T E R I E F R E S N O CAS A L I NDA ROS E EL LEN 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 O D C E D A R DA T EP A L M G U MWOO D HA C K B E RR Y I VY J A S MI N E K E ND L E WOOD L A U R EL MA P LE NY S S A O R AN 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 WAY L A V I S T A 5 TH 7 TH H A R V E Y 4TH C A ME L L I A D A 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 ON Q U 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 Q U A MA S I A R E D B U D 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 OU X 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 WHALEN S A E N Z R E N DO N MA R T I N E Z G A RC I A D I A Z BR A D Y 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 RCLE J A MI E S AN D R A G ON 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 QU I T E C H A P A R R A L DOE BUFF 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 HUF F ORD KI NG S AN ANTONI O S A M HO 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 AN T F I R R I DG E WOOD CYPRESS BI RCH ATHOL CAGE AS TER AZALEA BL UEBONNET CANNA J A C K S ON R I D G E MO O R E PETUNI A K E L L Y CAS A PAL M S UGAR C H E R O K EE GARDENI A C A FF E R Y P A R K F L AG ES PERANZA R O S E MA R Y S A M HOU S T O N BL UEBONNET AS TER B OON 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 DON A L D RI CHMOND GUMWOOD I RONWOOD D R E Y E R F I R MA R I O N P R E S T O N KUMQUAT L I NDEN MAGNOL I A HUI S ACHE E A S T S AN C H E Z J UNI PER I RONWWOD GUMWOOD P E NA E VA N S J UA R EZ L U C A S WR I GH 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 AN T O N I O P O L K E L LE R ATHOL ELL E R AZALEA V I L L E G A S E G L Y GAY I RI S HI BI S CUS WR I GH T HA WK S T A TE C L A R K J U A 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 10 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 HA 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 TE A R O S E MA R I G O L D L A R K S P 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 NN E DY EL B E R T D OUG L A S E I S E N HO WE R F UN N YWAY L OV EL YWA Y VA LL E 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 ANG EL 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 N A 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 1 4 T H C U RR Y CL OVE MI S TLE T O E O R ANG E L A U R E L B L O S S O M MAGNOL I A ME D C A P MA D R I D CAS A DI PL OMAT S E V I L L A COI L 1 2 T H 1 3 T H H E L ME R D A FF 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 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 UA R EZ H A 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 VAL L EY O WA S S A S A LL 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 GO 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 LE AZTECA MAYA I NCA RODRI GUEZ I NCA AZTECA MAYA COMANCHE COCHI S E GERONI MO ADAME H O GAN 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 D A R Q U E R E C Mc COLL B R EEZE 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 AN J UNI PER K CENTER LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' VARIES GORE VARIES GORE VARIES LANE 12' EXIST PVMT 53' TRANSITION VAR 12'-15' U-TURN LANE VAR 12'-15' ROW LANE 12' LANE 12' EXIST PVMT 53' LANE 12' RAMP VAR 14'-15' ROW LANE 12' 10' 167' SHLD 10' 11' | DC 4 | DC 3 | DC 2 | DC 1 SHLD 10' 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 O N 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 O N 128.70 129.21 128.30 127.02 125.50 123.90 121.37 118.94 116.55 114.26 112.15 110.70 109.88 109.56 109.55 109.50 109.56 109.51 109.32 109.09 108.84 108.97 108.72 108.65 108.56 108.62 108.70 109.03 109.16 109.29 109.50 109.65 109.42 109.62 109.39 109.41 109.30 109.21 109.14 109.50 110.79 112.41 114.58 117.27 120.22 122.85 125.27 127.22 128.63 129.79 116.36 106.94 107.33 129.90 129.06 127.86 126.10 124.08 121.47 118.63 116.21 114.42 113.02 112.55 112.51 112.91 114.10 115.63 117.78 120.36 123.25 126.05 128.56 130.51 131.79 132.47 132.43 109.65 109.16 109.65 109.47 109.37 109.30 109.19 109.31 109.32 109.16 109.20 109.22 109.62 109.48 130.41 130.75 130.59 122.99 120.75 117.92 114.99 111.88 108.56 107.34 107.00 106.31 106.12 105.79 105.77 106.04 105.85 105.79 105.59 105.89 106.02 106.58 107.35 107.54 107.54 107.58 107.43 107.67 108.40 109.83 111.58 114.21 117.22 120.27 122.85 125.27 126.96 128.40 129.07 110.24 107.91 106.73 VPC 15+67.50 EL. = 106.83 ' VPT 17+02.50 EL. = 107.69 ' 106.32 107.06 107.68 141.36 141.96 142.56 143.16 143.76 144.36 144.97 146.17 139.02 140.33 142.68 146.05 149.85 153.65 157.45 161.25 165.05 168.80 171.66 173.34 115.20 113.61 112.57 112.07 112.12 112.72 113.87 115.56 117.73 119.97 122.21 124.45 126.69 128.93 131.17 133.37 135.15 136.42 137.18 137.78 138.38 138.98 139.58 140.18 140.78 141.38 141.98 142.58 143.18 143.78 144.38 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 DC 1 DC 2 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 22+63.60 = 325.63 = 651.05 = 10,300.00 = 19+37.96 = 25+89.01 PI STATION = 46+87.84 DELTA TANGENT = 704.43 LENGTH = 1,131.12 RADIUS = 750.00 PC STATION = 39+83.41 PT STATION = 51+14.53 PI STATION = 84+79.25 = 180.33 = 360.57 = 6,480.00 PC STATION = 82+98.92 PT STATION = 86+59.49 RADIUS LENGTH TANGENT DELTA PI STATION = 90+63.70 DELTA TANGENT = 129.86 LENGTH = 259.66 RADIUS = 4,680.00 PC STATION = 89+33.84 PT STATION = 91+93.50 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 335.12 = 670.01 = 10,600.00 = 21+19.97 = 27+89.98 = 24+55.09 PI STATION DELTA TANGENT = 958.22 LENGTH = 1,470.09 RADIUS = 900.00 PC STATION = 39+11.62 PT STATION = 53+81.72 = 48+69.84 PI STATION = 64+89.10 DELTA TANGENT = 453.46 LENGTH = 903.07 RADIUS = 4,000.00 PC STATION = 60+35.64 = 69+38.71 PT STATION PI STATION = 77+67.17 TANGENT = 689.40 LENGTH = 1,359.26 RADIUS = 3,300.00 PC STATION = 70+77.77 PT STATION = 84+37.03 DELTA PI STATION = 85+65.48 TANGENT = 128.45 = 256.80 = 3,772.72 PC STATION = 84+37.03 PT STATION = 86+93.83 DELTA LENGTH RADIUS PI STATION PI STATION DC 3 PI STATION PI STATION PI STATION DC 4 = 22+80.73 DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 747.36 = 1,493.32 = 14,100.00 = 15+33.37 = 30+26.69 DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 13+13.50 = 219.94 = 439.81 = 10,300.00 = 10+93.56 = 15+33.37 PI STATION DELTA TANGENT = 1,341.75 LENGTH = 2,100.85 RADIUS = 1,330.00 PC STATION = 32+60.88 PT STATION = 53+61.73 = 46+02.62 = 60+71.77 = 334.89 = 668.14 = 3,908.72 PC STATION = 57+36.88 = 64+05.02 PT STATION RADIUS LENGTH TANGENT DELTA DELTA TANGENT = 525.18 LENGTH = 1,042.59 RADIUS = 3,500.00 PC STATION = 64+05.02 PT STATION = 74+47.62 = 69+30.21 PI STATION = 79+24.69 DELTA TANGENT = 357.12 LENGTH = 712.24 RADIUS = 3,890.72 PC STATION = 75+67.57 PT STATION = 82+79.81 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 13+84.36 = 226.80 = 453.57 = 14,100.00 = 11+57.55 = 16+11.12 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 29+55.93 = 16+11.12 = 14,100.00 = 1,344.81 = 672.92 = 22+84.04 PI STATION = 48+56.77 DELTA TANGENT = 852.29 LENGTH = 1,364.72 RADIUS = 900.00 PC STATION PT STATION = 53+69.20 = 40+04.48 PI STATION = 90+96.51 DELTA TANGENT = 124.93 LENGTH = 249.83 RADIUS = 6,456.00 PC STATION = 89+71.58 PT STATION = 92+21.41 = 95+61.74 DELTA TANGENT = 199.78 LENGTH = 399.51 RADIUS = 10,324.00 PC STATION = 93+61.96 PT STATION = 97+61.47 RSENOL PI STATION PI STATION = 12+10.44 TANGENT = 210.44 = 420.38 = 3,500.00 PC STATION = 10+00.00 PT STATION = 14+20.38 DELTA LENGTH RADIUS = 15+95.85 DELTA TANGENT = 175.47 LENGTH = 350.65 RADIUS = 3,500.00 PC STATION = 14+20.38 PT STATION = 17+71.03 PI STATION = 30+71.12 DELTA TANGENT = 64.79 LENGTH = 129.58 RADIUS = 6,480.00 PC STATION = 30+06.33 PT STATION = 31+35.91 PI STATION PI STATION RSXSIO = 12+61.84 DELTA TANGENT = 261.84 LENGTH = 522.70 RADIUS = 3,500.00 PC STATION = 10+00.00 PT STATION = 15+22.70 = 18+13.48 DELTA TANGENT = 290.78 LENGTH = 580.22 RADIUS = 3,500.00 PC STATION = 15+22.70 PT STATION = 21+02.93 [ US 281 NATURAL GROUND [ US 281 NATURAL GROUND R O LL 3 O F 6 MATCHLINE STA 860+50 ([ US 281) 120 130 140 150 160 170 180 110 100 190 200 120 130 140 150 160 170 180 110 100 815+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 SECTION C-C SECTION A-A | DC 3 PROP PGL | DC 2 PROP PGL SECTION B-B VERTICAL CLEARANCE VERTICAL CLEARANCE | RAMP RSENOL PROP PGL [ US 281 NATURAL GROUND 90 80 [ RAMP RSENOL NATURAL GROUND [ US 281 NATURAL GROUND R O LL 3 O F 6 | DC 1 & 4 PROP PGL | DC 1 & 4 PROP PGL ( + ) 3 . 0 0 0 0 % | RAMP RSXSIO PROP PGL [ RAMP RSXSIO NATURAL GROUND NG RP PGL RP NG US281 PGL DC1/4 NG US281 PGL DC2 PGL DC3 [ US 281 NATURAL GROUND [ US 281 NATURAL GROUND 29.7' 19.6' 5.5' STRUCTURE BRIDGE 5.5' STRUCTURE BRIDGE 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 ( + ) 0 . 6000 % ( + ) 3 . 8000 % MODIFY EXISTING DMS 16'x12.5' 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 16'x12.5' W E S T I N T E R S T A T E 2 8 3 M c A l l e n 35'x11' E A S T I N T E R S T A T E 2 8 3 H a r l i n g e n ¼ M I L E W E S T I N T E R S T A T E 2 8 3 M c A l l e n F M 3 4 6 1 N o l a n a L o o p E X I T ½ M I L E E X I T 1 E EXISTING SIGNS TO REMAIN F M 3 4 6 1 N o l a n a L o o p E X I T ½ M I L E E X I T 1 E EXISTING SIGNS TO REMAIN F M 3 4 6 1 N o l a n a L o o p E X I T ½ M I L E E X I T 1 E EXISTING SIGNS TO REMAIN 36'x11' E A S T I N T E R S T A T E 2 8 3 H a r l i n g e n 1 M I L E W E S T I N T E R S T A T E 2 8 3 M c A l l e n 2 8 1 B U S I N E S S E d i n b u r g O w a s s a R d E X I T ½ M I L E H E X I T 1 E F M 3 4 6 1 N o l a n a L o o p EXISTING SIGNS TO REMAIN S O U T H 2 8 1 T E X A S 4 9 5 P h a r r E X I T 1 E X I T 1 E d i n b u r g B u s i n e s s D i s t r i c t N E X T 8 E X I T S EXISTING SIGN TO REMAIN S i o u x R d E X I T 1 E X I T 1 S O U T H 2 8 1 T E X A S 4 9 5 P h a r r ½ M I L E E X I T 1 S O U T H 2 8 1 T E X A S 4 9 5 P h a r r 1 M I L E E A S T I N T E R S T A T E 2 8 3 H a r l i n g e n 2 M I L E S W E S T I N T E R S T A T E 2 8 3 M c A l l e n U S 28 1 N B M L U S 281 S B M L C C E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W U S 281 N B M L U S 281 S B M L R A M P R N E 495 B EXIST ROW E X I S T R O W B 4 4 US 281 NBML US 281 SBML EXIST ROW US 281 NBML US 281 SBML R A M P R N E S I O 4 3 2 4 3 2 5 E X I S T R O W EXIST ROW P R OP R OW D I R E C T C ONN E C T O R 1 D I R E C T C O NN E C T O R 2 D I R E C T C ONN E C T O R 3 D I R E C T C ONN E C T OR 4 5 EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW E X I S T R O W E X I S T R O W 2 2 2 2 2 2 2 2 2 4 4 2 3 2 3 U S 281 N B F R U S 281 S B F R A A US 281 NBFR US 281 SBFR U S 281 N B F R U S 2 81 S B F R 2 2 R A M P R S X S I O | DC 1 | DC 2 | DC 3 | DC 4 | DC 3 & 4 | DC 1 & 2 | RAMP RNE495 | RAMP RNESIO BEGIN FRONTAGE ROAD MILL+OVERLAY R A M P R S E NO L EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED 2 | RAMP RSXSIO | RAMP RSENOL BEGIN DC 3 & DC 4 BRIDGES END MAINLANE RECONSTRUCTION STA 845+87 BEGIN MAINLANE RECONSTRUCTION STA 829+58 END BRIDGE WIDENING STA 822+81 BEGIN BRIDGE WIDENING STA 819+71 BEGIN MAINLANE MILL+OVERLAY STA 808+88 BEGIN FRONTAGE ROAD MILL+OVERLAY STA 808+90 BEGIN PROJECT STUDY LIMITS STA 770+00 PROPOSED ACCELERATION LANE TO REMAIN EXISTING TRAFFIC SIGNAL TO REMAIN EXISTING TRAFFIC SIGNAL BEGIN SUPERELEVATION TRANSITION STA 29+77 BEGIN SUPERELEVATION TRANSITION STA 37+49 END SUPERELEVATION TRANSITION STA 37+47 END SUPERELEVATION TRANSITION STA 36+56 BEGIN FULL SUPERELEVATION 6% END SUPERELEVATION TRANSITION STA 32+97 BEGIN FULL SUPERELEVATION 6% END SUPERELEVATION TRANSITION STA 40+37 BEGIN SUPERELEVATION TRANSITION END FULL SUPERELEVATION 6% STA 40+13 BEGIN SUPERELEVATION TRANSITION END FULL SUPERELEVATION 6% STA 39+44 PROPOSED RETAINING WALL END DC 1 & DC 2 BRIDGES END MAINLANE RECONSTRUCTION STA 845+87 T E X A S 4 9 5 T E X A S 4 9 5 F M 3 4 6 1 F M 3 4 6 1 DR AI N DI T CH P HARR / M CAL LE N E . DELT A S T E . EL DO R A R D E . EL DO R A R D NO L ANA L OO P W ARR E N S T NO L ANA L O O P DR AI N DI T CH P HARR / M CAL LE N F E R GUS O N AV E F E R GUS O N AV E E . S I O UX R D E . S I O UX R D E . B UTLE R S T E . DI AZ AV E E . GARCI A AV E E . R E NDON AV E E . S AE NZ A V E S OUT H DR CHAR E L I A PARTS FORKLIFT CAGE PLAZA NORTH OSCAR PALACIOS OF LAW OFFICES E XP R E S S W I ND S H I E L D S CARE CHILD AUTO SALES VALLEY FARMERS MOTORS BRONCO CUSTOMS IMPRESSIVE BATTERY & ELECTRIC TRI-CITY SUBWAY SUNOCO STRIPES/ SERVICE ERNIE'S MART CAR INSURANCE ALLSTATE SERVICE BARAJAS TIRE WHOLESALE VALLEY PECANS TATTOO BUENA SUERTE SUITES COMFORT INN & SOUTHEAST TEXAS INC. TRAILER SALES UTILITY FREIGHTLINER PHARR DOGGET WAREHOUSE IN TEXAS BEST LITTLE THERMO KING MATERIALS CENTRAL TOWING UNIVERSAL SERVICE FUEL INJECTION & STEVENSON STEWART CROSSROADS NATIONAL BANK LONE STAR TRUCK WASH CIRCLE UNIVERSAL METAL PRODUCTS UNIVERSAL UNITED RENTALS SERVICE TRUCK & TRAILER US 281 SIGN DEPOT STORAGE 281 HIGHWAY TRUCK CENTER FRENCH ELLISON NATIONAL BANK FIRST AAA STORAGE TRUCK CENTER VALLEY PANCAKE HOUSE COUNTRY INN RED ROOF STATION/BURGER KING SHELL GAS AUTO SALES PHARR ON CREDIT PHARR CARS AGENCY INSURANCE MANCHA C HU R C H U N I T I E D M ET HO D I S T L A T R I N I DAD EVENT CENTER BOGGUS FORD SERVICES STAFFING READYMAN FUEL & SUPPLY, INC. OIL PATCH 10+00 15+00 20+00 2 5 + 00 30 + 00 35 + 00 4 0 + 0 0 10+00 15 + 0 0 20+00 25 + 00 30 + 00 35 + 00 4 0 + 00 10+00 15+00 20+00 2 5 + 0 0 30 + 00 35 + 00 4 0 + 0 0 10+00 1 5 + 00 20+00 25 + 00 30 + 00 35 + 00 4 0 + 0 0 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 8 40 + 00 8 45 + 00 850 + 00 855 + 00 860+00

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Page 1: Schematic 3 of 3 - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/061418... · C-S-J-: 0039-17-175, etc. FED. AID PROJECT NO.: LENGTH: 7.8 MILES Existing

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

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6/13/2018

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6/13/20

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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

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'

2017 2017 20172045 2045 2045

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

RO

LL 3

PROPOSED MAINLANE WIDENING/RECONSTRUCTION

PROPOSED FRONTAGE ROAD WIDENING/RECONSTRUCTION

PROPOSED BRIDGE STRUCTURES

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

PAVEMENT REMOVAL

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

PROPOSED RETAINING WALL

N.T.S

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

DRAFTSubject to Change

95% Submittal

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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

775+00

780+00

785+00790+00 795+00 800+00 805+00

810+00

815+00 820+00 825+00 830+00 835+00

840+00

845+00

770+00 775+00

780+00

785+00 790+00 795+00 800+00805+00

810+00

815+00 820+00 825+00 830+00 835+00840+00

845+00

850+00

10+00

15+00

20+00

0+00

5+00

10+00

15+00

20+00

10+00

15+00

20+00

25+00

30+00

10+00

15+00

20+00

111.71

STA = 16+18.00

EL = 107.17'

(-)2.6000 % (-)0.5398 %

106.63

VP

C 15

+33.00

EL.

= 109.38 '

VP

T 17

+03.00

EL.

= 106.71 '

105.89

STA = 16+35.00

EL = 107.33'

(+)0.7500 %(+)0.5269 %

L = 135.00'

K = 605

ex = -0.04'

107.70

VP

C 15

+67.50

EL.

= 106.83 '

VP

T 17

+02.50

EL.

= 107.69 '

141.36

STA = 42+10.00

EL = 145.62'

(+)0.6000 % (+

)3.0

000

%

L = 240.00'

K = 100

ex = 0.72'

VP

C 40

+90.00

EL.

= 144.90 '

138.82

STA = 32+36.00

EL = 139.82'

L = 310.00'

K = 97

ex = 1.24'

STA = 41+70.00

EL = 175.31'

(+)3.8

000

%(-)0.9000 %

L = 400.00'

K = 85

ex = -2.35'

VP

C 30

+81.00

EL.

= 138.89 '

VP

T 33

+91.00

EL.

= 145.71 '

VP

C 39

+70.00

EL.

= 167.71 '

115.97

STA = 15+80.00

EL = 108.32'

(-)1.8100 % (+)2.2

400 %

L = 740.00'

K = 183

ex = 3.75'

STA = 28+20.00

EL = 136.10'

(+)2.2

400 %(+)0.6000

%

L = 320.00'

K = 195

ex = -0.66'

VP

C 12

+10.00

EL.

= 115.02 '

VP

T 19

+50.00

EL.

= 116.61 '

VP

C 26

+60.00

EL.

= 132.52 '

VP

T 29

+80.00

EL.

= 137.06 '

SIO

UX

RD

19'

[ IH 69C / US 281

SHLD

10'

SHLD

10'

SHLD

13'

SHLD

10'

2'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

81'

72'

153'

LANE

12'

LANE

12'

EXIST PVMT

51'

LANE

12'

9.2'

RAMP

VAR 14'-15'

LANE

12'

EXIST PVMT

40'

TRANSITION

VAR 12'-15'

U-TURN

LANE

VAR 12'-15'

9.4'

RO

W

RO

W2%2%

WIDENING

PROPOSED PAVEMENT

PROPOSED PAVEMENT MILL AND OVERLAY

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

[ IH 69C / US 281

SSTR

SSTR

SH

LD

4'

4'

SH

LD

2% USUAL2% USUAL

2% USUAL

2% USUAL

| DC 1| DC 2

| DC 3

| DC 4

82'

GORE

12'

SH

LD SHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 2

40' PROP RAMP

DIRECT CONNECTOR 2

DC 2 PGL

2% (6% MAX)

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 3

40' PROP RAMP

DIRECT CONNECTOR 3DC 3 PGL

2% (6% MAX)

SH

LD SHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 4

40' PROP RAMP

DIRECT CONNECTOR 4DC 4 PGL

2% (6% MAX)

SH

LDSHLD

10'

LANE

12'

LANE

12'

4'

DIRECT CONNECTOR 1

40' PROP RAMP

DIRECT CONNECTOR 1

DC 1 PGL

2% (6% MAX)

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_03.dgn

7:12:15

PM

c 2018

CSJ: 0

039-17-175

DA

TE:

6/13/20

18

10

0'

50'

25'

0'

SC

ALE:

IH 2 (

US 83) / IH 69

C (

US 281) IN

TE

RC

HA

NG

E

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

RO

LL 3

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

PROPOSED EB RAMP PROFILE

PROPOSED WB RAMP PROFILE

Paul Voiles, PE,PTP PE #92991 Date

McDONALD

N

McDONALD

N

N.T.S

YEAR YEAR YEAR

2017 2017 20172045 2045 2045

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

PROPOSED RETAINING WALL

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

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

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

VARIES

GORE

VARIES

GORE

VARIES

LANE

12'

EXIST PVMT

53'

TRANSITION

VAR 12'-15'

U-TURN

LANE

VAR 12'-15'

RO

W

LANE

12'

LANE

12'

EXIST PVMT

53'

LANE

12'

RAMP

VAR 14'-15'

RO

W

LANE

12'

10'

167'

SHLD

10'

11'

| DC 4 | DC 3 | DC 2 | DC 1

SHLD

10'

2%2%

PROPOSED PAVEMENT RECONSTRUCTION PROPOSED PAVEMENT RECONSTRUCTION

128.70

129.21

128.30

127.02

125.50

123.90

121.37

118.94

116.55

114.26

112.15

110.70

109.88

109.56

109.55

109.50

109.56

109.51

109.32

109.09

108.84

108.97

108.72

108.65

108.56

108.62

108.70

109.03

109.16

109.29

109.50

109.65

109.42

109.62

109.39

109.41

109.30

109.21

109.14

109.50

110.79

112.41

114.58

117.27

120.22

122.85

125.27

127.22

128.63

129.79

116.36

106.94

107.33

129.90

129.06

127.86

126.10

124.08

121.47

118.63

116.21

114.42

113.02

112.55

112.51

112.91

114.10

115.63

117.78

120.36

123.25

126.05

128.56

130.51

131.79

132.47

132.43

109.65

109.16

109.65

109.47

109.37

109.30

109.19

109.31

109.32

109.16

109.20

109.22

109.62

109.48

130.41

130.75

130.59

122.99

120.75

117.92

114.99

111.88

108.56

107.34

107.00

106.31

106.12

105.79

105.77

106.04

105.85

105.79

105.59

105.89

106.02

106.58

107.35

107.54

107.54

107.58

107.43

107.67

108.40

109.83

111.58

114.21

117.22

120.27

122.85

125.27

126.96

128.40

129.07

110.24

107.91

106.73

VP

C 15

+67.50

EL.

= 106.83 '

VP

T 17

+02.50

EL.

= 107.69 '

106.32

107.06

107.68

141.36

141.96

142.56

143.16

143.76

144.36

144.97

146.17

139.02

140.33

142.68

146.05

149.85

153.65

157.45

161.25

165.05

168.80

171.66

173.34

115.20

113.61

112.57

112.07

112.12

112.72

113.87

115.56

117.73

119.97

122.21

124.45

126.69

128.93

131.17

133.37

135.15

136.42

137.18

137.78

138.38

138.98

139.58

140.18

140.78

141.38

141.98

142.58

143.18

143.78

144.38

770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00

DC 1 DC 2

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 22+63.60

= 325.63

= 651.05

= 10,300.00

= 19+37.96

= 25+89.01

PI STATION = 46+87.84

DELTA

TANGENT = 704.43

LENGTH = 1,131.12

RADIUS = 750.00

PC STATION = 39+83.41

PT STATION = 51+14.53

PI STATION = 84+79.25

= 180.33

= 360.57

= 6,480.00

PC STATION = 82+98.92

PT STATION = 86+59.49

RADIUS

LENGTH

TANGENT

DELTA

PI STATION = 90+63.70

DELTA

TANGENT = 129.86

LENGTH = 259.66

RADIUS = 4,680.00

PC STATION = 89+33.84

PT STATION = 91+93.50

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 335.12

= 670.01

= 10,600.00

= 21+19.97

= 27+89.98

= 24+55.09

PI STATION

DELTA

TANGENT = 958.22

LENGTH = 1,470.09

RADIUS = 900.00

PC STATION = 39+11.62

PT STATION = 53+81.72

= 48+69.84

PI STATION = 64+89.10

DELTA

TANGENT = 453.46

LENGTH = 903.07

RADIUS = 4,000.00

PC STATION = 60+35.64

= 69+38.71PT STATION

PI STATION = 77+67.17

TANGENT = 689.40

LENGTH = 1,359.26

RADIUS = 3,300.00

PC STATION = 70+77.77

PT STATION = 84+37.03

DELTA

PI STATION = 85+65.48

TANGENT = 128.45

= 256.80

= 3,772.72

PC STATION = 84+37.03

PT STATION = 86+93.83

DELTA

LENGTH

RADIUS

PI STATION

PI STATION

DC 3

PI STATION

PI STATIONPI STATION

DC 4

= 22+80.73

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 747.36

= 1,493.32

= 14,100.00

= 15+33.37

= 30+26.69

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 13+13.50

= 219.94

= 439.81

= 10,300.00

= 10+93.56

= 15+33.37

PI STATION

DELTA

TANGENT = 1,341.75

LENGTH = 2,100.85

RADIUS = 1,330.00

PC STATION = 32+60.88

PT STATION = 53+61.73

= 46+02.62

= 60+71.77

= 334.89

= 668.14

= 3,908.72

PC STATION = 57+36.88

= 64+05.02PT STATION

RADIUS

LENGTH

TANGENT

DELTA

DELTA

TANGENT = 525.18

LENGTH = 1,042.59

RADIUS = 3,500.00

PC STATION = 64+05.02

PT STATION = 74+47.62

= 69+30.21

PI STATION = 79+24.69

DELTA

TANGENT = 357.12

LENGTH = 712.24

RADIUS = 3,890.72

PC STATION = 75+67.57

PT STATION = 82+79.81

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 13+84.36

= 226.80

= 453.57

= 14,100.00

= 11+57.55

= 16+11.12

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 29+55.93

= 16+11.12

= 14,100.00

= 1,344.81

= 672.92

= 22+84.04

PI STATION = 48+56.77

DELTA

TANGENT = 852.29

LENGTH = 1,364.72

RADIUS = 900.00

PC STATION

PT STATION = 53+69.20

= 40+04.48

PI STATION = 90+96.51

DELTA

TANGENT = 124.93

LENGTH = 249.83

RADIUS = 6,456.00

PC STATION = 89+71.58

PT STATION = 92+21.41

= 95+61.74

DELTA

TANGENT = 199.78

LENGTH = 399.51

RADIUS = 10,324.00

PC STATION = 93+61.96

PT STATION = 97+61.47

RSENOL

PI STATION

PI STATION

= 12+10.44

TANGENT = 210.44

= 420.38

= 3,500.00

PC STATION = 10+00.00

PT STATION = 14+20.38

DELTA

LENGTH

RADIUS

= 15+95.85

DELTA

TANGENT = 175.47

LENGTH = 350.65

RADIUS = 3,500.00

PC STATION = 14+20.38

PT STATION = 17+71.03

PI STATION = 30+71.12

DELTA

TANGENT = 64.79

LENGTH = 129.58

RADIUS = 6,480.00

PC STATION = 30+06.33

PT STATION = 31+35.91

PI STATION

PI STATION

RSXSIO

= 12+61.84

DELTA

TANGENT = 261.84

LENGTH = 522.70

RADIUS = 3,500.00

PC STATION = 10+00.00

PT STATION = 15+22.70

= 18+13.48

DELTA

TANGENT = 290.78

LENGTH = 580.22

RADIUS = 3,500.00

PC STATION = 15+22.70

PT STATION = 21+02.93

[ US 281

NATURAL GROUND

[ US 281

NATURAL GROUND

RO

LL 3

OF 6

MA

TC

HLI

NE

ST

A 860

+50 ([

US 281)

120

130

140

150

160

170

180

110

100

190

200

120

130

140

150

160

170

180

110

100

815+00770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00

SECTION C-C

SECTION A-A

| DC 3

PROP PGL

| DC 2

PROP PGL

SECTION B-B

VE

RTI

CA

L

CL

EA

RA

NC

EV

ER

TI

CA

L

CL

EA

RA

NC

E

| RAMP RSENOL

PROP PGL

[ US 281

NATURAL GROUND

90

80

[ RAMP RSENOL

NATURAL GROUND

[ US 281

NATURAL GROUND

RO

LL 3

OF 6

| DC 1 & 4

PROP PGL

| DC 1 & 4

PROP PGL

(+)3.0

000

%

| RAMP RSXSIO

PROP PGL

[ RAMP RSXSIO

NATURAL GROUND

NG

RP

PG

L

RP

NG

US281

PG

L

DC1/4

NG

US281

PG

L

DC2

PG

L

DC3

[ US 281

NATURAL GROUND

[ US 281

NATURAL GROUND

29.7'

19.6'

5.5'

ST

RU

CT

UR

E

BRI

DG

E

5.5'

ST

RU

CT

UR

E

BRI

DG

E

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

(+)0.6000 % (+

)3.8

000

%

MODIFY EXISTING DMS

16'x12.5'

E AST

INTERSTATE

2 83

Harlingen

16'x12.5'

W EST

INTERSTATE

2 83

M cAllen

35'x11'

E AST

INTERSTATE

2 83

Harlingen ¼ MILE

W EST

INTERSTATE

2 83

M cAllen

FM

3461

Nolana Loop

EXIT ½ MILE

EXIT 1 E

EXISTING SIGNS TO REMAIN

FM

3461

Nolana Loop

EXIT ½ MILE

EXIT 1 E

EXISTING SIGNS TO REMAIN

FM

3461

Nolana Loop

EXIT ½ MILE

EXIT 1 E

EXISTING SIGNS TO REMAIN

36'x11'

E AST

INTERSTATE

2 83

Harlingen1 MILE

W EST

INTERSTATE

2 83

M cAllen

281BUSINESS

Edinburg

O w assa Rd

EXIT ½ M ILE

HEXIT 1 E

FM

3461

Nolana Loop

EXISTING SIGNS TO REMAIN

S O UTH

281TEXAS

495

Pharr

EXIT 1EXIT 1

Edinburg

Business District

NEXT 8 EXITS

EXISTING SIGN TO REMAIN

Sioux Rd

EXIT 1

EXIT 1

S O UTH

281TEXAS

495

Pharr ½ MILE

EXIT 1

S O UTH

281TEXAS

495

Pharr

1 MILE

E AST

INTERSTATE

2 83

Harlingen2 MILES

W EST

INTERSTATE

2 83

M cAllen

US 281 NBML

US 281 SBML

C

C

EXIST ROW

EXIST ROW

EXIST R

OW

EXIST ROW

US 281 NBML

US 281 SBML

RAMP RNE495

B

EXIST ROW

EXIST ROWB

4 4

US 281 NBML

US 281 SBML

EXIST ROW

US 281 NBML

US 281 SBML

RAMP RNESIO

4

3 2

4

32

5

EXIST ROW

EXIST ROW

PROP ROW

DIRECT CONNECTOR 1

DIRECT CONNECTOR 2

DIRECT CONNECTOR 3

DIRECT CONNECTOR 4

5

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

2

2

2

2

2

2

2

2

2

4

4

23

2 3

US 281 NBFR

US 281 SBFR

A

A

US 281 NBFR

US 281 SBFR

US 281 NBFR

US 281 SBFR

2

2

RAMP RSXSIO

| DC 1

| DC 2

| DC 3

| DC 4

| DC 3 & 4

| DC 1 & 2

| RAMP RNE495

| RAMP RNESIO

BEGIN FRONTAGE ROAD MILL+OVERLAY

RAMP RSENOL

EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

2

| RAMP RSXSIO

| RAMP RSENOL

BEGIN DC 3 & DC 4 BRIDGES

END MAINLANE RECONSTRUCTION

STA 845+87

BEGIN MAINLANE RECONSTRUCTION

STA 829+58

END BRIDGE WIDENING

STA 822+81BEGIN BRIDGE WIDENING

STA 819+71

BEGIN MAINLANE MILL+OVERLAY

STA 808+88

BEGIN FRONTAGE ROAD MILL+OVERLAY

STA 808+90

BEGIN PROJECT STUDY LIMITS

STA 770+00

PROPOSED ACCELERATION LANE

TO REMAIN

EXISTING TRAFFIC SIGNAL

TO REMAIN

EXISTING TRAFFIC SIGNAL

BEGIN SUPERELEVATION TRANSITION

STA 29+77

BEGIN SUPERELEVATION TRANSITION

STA 37+49

END SUPERELEVATION TRANSITION

STA 37+47

END SUPERELEVATION TRANSITION

STA 36+56

BEGIN FULL SUPERELEVATION 6%

END SUPERELEVATION TRANSITION

STA 32+97

BEGIN FULL SUPERELEVATION 6%

END SUPERELEVATION TRANSITION

STA 40+37

BEGIN SUPERELEVATION TRANSITION

END FULL SUPERELEVATION 6%

STA 40+13

BEGIN SUPERELEVATION TRANSITION

END FULL SUPERELEVATION 6%

STA 39+44

PROPOSED RETAINING WALL

END DC 1 & DC 2 BRIDGES

END MAINLANE RECONSTRUCTION

STA 845+87

TE

XA

S

495

TE

XA

S

495

FM

3461

FM

3461

DR

AIN

DIT

CH

PH

AR

R/

MC

ALLE

N

E.

DELT

A

ST

E.

EL

DO

RA

RD

E.

EL

DO

RA

RD

NO

LA

NA

LO

OP

WA

RR

EN

ST

NO

LA

NA

LO

OP

DR

AIN

DIT

CH

PH

AR

R/

MC

ALLE

N

FE

RG

US

ON

AV

E

FE

RG

US

ON

AV

E

E.

SIO

UX

RD

E.

SIO

UX

RD

E.

BU

TLE

R

STE.

DIA

Z

AV

E

E.

GA

RCIA

AV

E

E.

RE

ND

ON

AV

E

E.

SA

EN

Z

AV

E

SO

UT

H

DR

CH

AR

ELIA

PARTS

FORKLIFT

CAGE PLAZA

NORTH

OSCAR PALACIOS

OF

LAW OFFICES

EXPRES

S

WIN

DSHIEL

DSCARE

CHILD

AUTO SALES

VALLEY FARMERSMOTORS

BRONCO

CUSTOMS

IMPRESSIVE

BATTERY & ELECTRIC

TRI-CITY SUBWAY

SUNOCO

STRIPES/

SERVICE

ERNIE'S

MART

CAR

INSURANCE

ALLSTATE

SERVICE

BARAJAS TIRE

WHOLESALE

VALLEY PECANSTATTOO

BUENA SUERTESUITES

COMFORT INN &

SOUTHEAST TEXAS INC.

TRAILER SALES

UTILITY

FREIGHTLINER PHARR

DOGGET

WAREHOUSE IN TEXAS

BEST LITTLE

THERMO KING

MATERIALS

CENTRAL

TOWING

UNIVERSAL SERVICE

FUEL INJECTION

& STEVENSON

STEWART

CROSSROADS

NATIONAL BANK

LONE STAR

TRUCK WASH

CIRCLE UNIVERSAL

METAL PRODUCTS

UNIVERSAL

UNITED RENTALS

SERVICE

TRUCK & TRAILER

US 281SIGN DEPOT

STORAGE

281 HIGHWAY

TRUCK CENTER

FRENCH ELLISON

NATIONAL BANK

FIRST

AAA STORAGE

TRUCK CENTER

VALLEYPANCAKE HOUSE

COUNTRY

INN

RED ROOF

STATION/BURGER KING

SHELL GAS

AUTO SALES

PHARR

ON CREDIT

PHARR CARSAGENCY

INSURANCE

MANCHA

CH

UR

CH

UNITIE

D

MET

HO

DIS

T

LA

TRIN

IDA

D

EVENT CENTER

BOGGUS FORD

SERVICES

STAFFING

READYMAN

FUEL & SUPPLY, INC.

OIL PATCH

10+00 15+00 20+0025+00

30+00

35+00

40+00

10+0015+00

20+0025+00

30+00

35+00

40+0010+00 15+00 20+00

25+00

30+00

35+00

40+00

10+0015+00

20+0025+00

30+00

35+00

40+00

770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00

840+00

845+00

850+00

855+00

860+00