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  • L1 L L LO Jackson Ave R O Main St Jackson Ave Sam H oustn ...ftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/061418... · C-S-J-: 0039-17-175, etc. FED. AID PROJECT NO.: LENGTH:
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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_01.dgn 6:42:41 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_01.dgn 6:42:41 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 OLL 1 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 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 R OLL 1 N.T.S 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 150+00 155+00 160+00 165+00 170+00 175 + 00 1 80 + 00 185 + 0 0 145+00 150+00 155+00 160+00 165+00 170+00 175 + 00 18 0 + 0 0 10+00 1 5 + 00 20 + 00 25+00 10 + 00 15 + 00 20+00 25 + 00 30+00 35+00 19 0 + 00 195 + 00 200 + 00 205+00 210 + 0 0 215+00 220+00 225+00 2 3 0 + 00 1 8 5 + 0 0 1 9 0 + 0 0 1 95 + 0 0 200+00 205+00 210 + 00 215+00 220+00 225+00 230 + 00 235 + 0 0 240 + 00 2 45 + 0 0 2 5 0 + 0 0 255+00 260+00 265+00 270+00 2 7 5 + 00 2 80 + 00 285 + 00 290 + 00 250 + 00 255+00 260+00 265+00 270+00 275 + 00 2 80 + 00 2 8 5 + 0 0 2 9 0 + 0 0 10 + 00 15+00 20+00 10+00 15 + 00 20 + 00 25 + 0 0 30 + 00 35 + 00 10+00 15 + 00 2 0 + 0 0 25+00 10+00 15 + 00 20+00 25+00 10+00 1 5 + 00 20 + 00 B US 83 J ACKS ON R D STA = 1414+80.00 EL = 119.02' ( + ) 0 . 3500 % ( + ) 3 . 00 0 0 % L = 500.00' K = 189 ex = 1.66' STA = 1423+00.00 EL = 143.62' ( + ) 3 . 0 0 0 0 % ( + ) 0 . 350 0 % L = 660.00' K = 249 ex = -2.19' STA = 1433+25.00 EL = 147.21' ( + ) 0 . 3 50 0 % (- ) 3 . 00 0 0 % L = 850.00' K = 254 ex = -3.56' STA = 1442+40.00 EL = 119.76' ( -) 3 . 000 0 % ( -) 0 . 3 5 0 0 % L = 500.00' K = 189 ex = 1.66' STA = 1466+50.00 EL = 111.32' ( - ) 0 . 3500 % ( + ) 0 . 3500 % L = 210.00' K = 300 ex = 0.18' VPC 1412+30.00 EL. = 118.14 ' VPT 1417+30.00 EL. = 126.52 ' VPC 1419+70.00 EL. = 133.72 ' VPT 1426+30.00 EL. = 144.77 ' VPC 1429+00.00 EL. = 145.72 ' VPT 1437+50.00 EL. = 134.46 ' VPC 1439+90.00 EL. = 127.26 ' VPT 1444+90.00 EL. = 118.88 ' VPC 1465+45.00 EL. = 111.69 ' VPT 1467+55.00 EL. = 111.69 ' STA 1411+00 ELEV = 117.69 19.2' 25' 26' 24.9' 22.2' 16.0' EXISTING CLEARANCE 15.4' PROPOSED CLEARANCE R V S C RR S . M CCO LL R D E . J ACKS ON AV E 24.9' [ IH 2 2' WIDENING 11' PROP 69' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' WIDENING 11' PROP EXIST PVMT 58' 69' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' 320' EXIST PVMT 58' SSCB 2% 2% 34' EXIST PVMT LANE 11' LANE 11' LANE 11' ROW ROW 1' 14' 12' LANE 12' LANE 12' LANE 12' LANE 12' 36' EXIST PVMT WIDENING 12' PROP MILL AND OVERLAY 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 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 [ IH 2 1' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' 1' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' EXIST ROW 70' WIDENING 12' PROP VAR LANE 12' SSTR LANE 12' SHLD 10' LANE 12' EXIST PVMT 38' LANE 11' LANE 11' MERGE EXIST PVMT 70' WIDENING 12' PROP 82' 82' LANE 11' 34' EXIST PVMT LANE 11' LANE 11' 4.34' 2 . 6 % 2 . 6 % EXISTING SSTR EXISTING SSTR 4' SIDEWALK ROW ROW 360' 5' 14' VAR. 0-15' STRIPE ZONE 1' 1' MILL AND OVERLAY 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 WIDENING P R O P O S E D P AV E M E N T MILL AND OVERLAY P R O P O S E D P AV E M E N T 2' [ IH 2 WIDENING 26' PROP EXIST PVMT 56' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' SHLD 10' EXIST PVMT 70' 82' 82' SSCB SSTR LANE 11' LANE 11' LANE 11' LANE 11' LANE 12' LANE 12' 49' EXIST PVMT LANE 12' LANE 12' 4' 2% 2% 526' ROW ROW 14' 179' WALL P R O P O S E D R ET A I N I NG 45' EXIST PVMT 1' 1' SHLD 10' LANE 12' LANE 12' WIDENING 12' PROP LANE 12' SSTR WALL P R O P O S E D R ET A I N I NG P R O P O S E D P A V E M E N T M I LL AND OV E R L AY P R O P O S E D P A V E M E N T W I D E N I NG P R O P O S E D P AV E M E N T W I D E N I N G [ IH 2 2' WIDENING 24' PROP 82' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' WIDENING 24' PROP 82' EXIST PVMT 58' EXIST PVMT 58' SSCB LANE 12' SHLD 10' 24' EXIST PVMT LANE 12' LANE 12' 24' EXIST PVMT 2% 2% 315' ROW ROW 23' 19' SHLD 4' LANE 14' SHLD 8' 1' 1' 2% RWESUG 28' PROP RAMP SHLD LANE 12' LANE 12' 2' SHLD LANE SHLD LANE 12' 10' 12' 10' R A M P R W E S U G P G L LANE 12' WIDENING 12' PROP P R O P O S E D P AV E M E N T M I L L 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 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 [ IH 2 4 . 2 % 4 . 2 % 2' SHLD 10' LANE 12' LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' LANE 12' SHLD 10' LANE 12' LANE 12' SHLD 10' SSCB 34' EXIST PVMT PVMT RECONSTRUCTION 82' LANE 11' LANE 11' LANE 11' 34' EXIST PVMT SSTR SSTR 82' PVMT RECONSTRUCTION EXIST ROW 332' ROW ROW 12' 12' LANE 11' LANE 11' LANE 11' 1' 1' 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 LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' 2% LANE 12' LANE 12' LANE 12' LANE 12' SHLD 10' [ IH 2 SSCB LANE 11' LANE 11' 2% 2' PVMT RECONSTRUCTION 90.6' EXIST ROW 300' ROW ROW 12' 13' VAR LANE 12' LANE 12' SHLD 10' SHLD 6' LANE 14' GORE LANE 11' LANE 11' LANE 0'-14' EXIST PVMT 34.64' PVMT RECONSTRUCTION 103.25' PVMT. REMOVAL VARIES SHLD 7' EXIST PVMT 36' PVMT. REMOVAL VARIES VAR P R O P O S E D P A V E M E N T R E C ON S T R U C T I ON 121.89 121.86 121.90 121.86 121.68 121.54 121.49 121.24 121.24 121.22 121.04 120.86 120.89 120.71 120.69 120.73 120.65 120.60 120.45 120.57 120.44 120.10 119.90 120.07 120.57 121.64 123.18 125.70 128.28 130.47 132.55 134.27 135.57 136.93 137.98 136.85 116.36 117.44 137.87 137.28 136.46 134.93 133.49 131.99 130.78 129.84 129.76 130.16 131.42 133.26 134.59 136.43 137.34 138.24 138.70 116.92 116.90 138.74 138.26 137.51 136.05 134.71 132.82 130.75 128.41 125.73 123.14 120.82 118.74 117.95 117.57 117.48 117.61 117.79 117.91 118.09 118.12 118.10 118.42 119.53 121.70 124.76 128.72 132.48 117.27 114.56 114.24 114.70 114.86 114.48 114.03 114.93 115.53 141.16 139.82 137.36 134.31 130.97 126.60 122.95 120.01 118.22 117.32 117.00 116.81 116.91 116.90 116.87 116.66 116.63 116.45 116.46 116.18 116.10 116.00 115.84 115.98 115.87 116.03 115.33 115.10 115.38 116.70 118.84 121.42 124.62 127.15 129.50 130.85 131.86 112.23 129.50 131.30 130.16 128.10 125.41 122.61 119.74 115.91 117.69 118.04 118.52 119.50 121.02 123.07 125.64 128.62 131.62 134.60 137.28 139.56 141.43 142.91 143.98 144.65 145.02 145.37 145.72 145.87 145.63 144.99 143.97 142.54 140.72 138.51 135.91 132.96 129.96 126.96 124.28 122.12 120.50 119.41 118.85 118.50 118.15 117.80 117.45 117.10 116.75 116.40 116.05 115.70 115.35 115.00 114.65 114.30 113.95 113.60 113.25 112.90 112.55 112.20 111.85 111.55 111.55 111.85 112.20 112.55 112.90 113.25 113.60 113.95 114.30 114.65 115.00 115.35 115.70 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 PI STATION = 13+27.67 DELTA TANGENT = 277.67 LENGTH = 555.00 RADIUS = 6,480.00 PC STATION = 10+50.00 PT STATION = 16+05.00 PI STATION = 22+27.46 DELTA TANGENT = 277.67 LENGTH = 555.00 RADIUS = 6,480.00 PC STATION = 19+49.79 PT STATION = 25+04.79 REXMCC RWXJAC PI STATION = 12+73.37 = 119.33 = 238.48 = 2,500.00 PC STATION = 11+54.04 PT STATION = 13+92.52 RADIUS LENGTH TANGENT DELTA PI STATION = 15+82.30 = 130.21 = 260.19 = 2,500.00 PC STATION = 14+52.09 PT STATION = 17+12.28 RADIUS LENGTH TANGENT DELTA PI STATION = 18+42.49 TANGENT = 130.21 LENGTH = 260.19 RADIUS = 2,500.00 PC STATION = 17+12.28 PT STATION = 19+72.47 DELTA RWEJAX PI STATION PC STATION PT STATION RADIUS LENGTH TANGENT DELTA PI STATION PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 13+47.32 = 10+00.00 = 3,500.00 = 347.32 = 173.80 = 11+73.80 PI STATION = 14+79.41 TANGENT = 132.09 LENGTH = 264.05 RADIUS = 3,500.00 PC STATION = 13+47.32 PT STATION = 16+11.37 DELTA PI STATION = 24+89.17 DELTA TANGENT = 98.86 LENGTH = 197.70 RADIUS = 6,480.00 PC STATION = 23+90.32 PT STATION = 25+88.01 = 28+82.55 = 98.86 = 197.70 = 6,480.00 = 27+83.69 = 29+81.39 DELTA TANGENT LENGTH RADIUS PC STATION PT STATION PI STATION = 36+49.66 DELTA TANGENT = 151.26 LENGTH = 302.41 RADIUS = 4,680.00 PC STATION = 34+98.40 PT STATION = 38+00.81 REXJAX = 12+25.58 = 125.58 = 251.05 = 3,500.00 = 11+00.00 = 13+51.05 TANGENT LENGTH RADIUS PC STATION PT STATION DELTA PI STATION PT STATION PC STATION RADIUS LENGTH TANGENT PI STATION DELTA = 14+76.63 = 125.58 = 251.05 = 3,500.00 = 13+51.05 = 16+02.10 = 22+17.99 = 19+40.43 = 3,500.00 = 277.56 = 138.85 = 20+79.28 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 23+56.84 = 138.85 = 277.56 = 3,500.00 = 22+17.99 = 24+95.55 PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION REEJAC = 12+46.90 = 136.60 = 272.99 = 2,864.93 = 11+10.30 = 13+83.29 PT STATION PC STATION RADIUS LENGTH TANGENT DELTA PI STATION PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 16+35.67 = 13+83.29 = 2,864.93 = 252.39 = 126.28 = 15+09.56 DELTA TANGENT = 103.87 LENGTH = 207.66 RADIUS = 2,864.93 PC STATION = 19+26.99 PT STATION = 21+34.65 PI STATION = 20+30.87 PI STATION = 22+47.79 DELTA TANGENT = 113.14 LENGTH = 226.16 RADIUS = 2,864.93 PC STATION = 21+34.65 PT STATION = 23+60.81 RWESUG = 13+32.29 = 82.13 = 164.25 = 6,480.00 PC STATION = 12+50.16 PT STATION = 14+14.42 DELTA TANGENT LENGTH RADIUS PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 35+30.86 = 55.02 = 110.04 = 6,480.00 = 34+75.84 = 35+85.88 REXSUG PI STATION DELTA TANGENT = 69.72 LENGTH = 139.41 RADIUS = 3,500.00 PC STATION = 10+87.35 PT STATION = 12+26.76 PI STATION PI STATION = 11+57.07 IH 2 PI STATION PI STATION PI STATION DELTA TANGENT LENGTH RADIUS PC STATION PT STATION = 1389+22.61 = 1361+59.73 = 2,864.93 = 2,762.89 = 1,499.50 = 1376+59.23 = 1480+15.16 TANGENT = 1,992.41 LENGTH = 3,672.95 RADIUS = 3,819.72 PC STATION = 1460+22.74 PT STATION = 1496+95.69 PI STATION DELTA PI STATION = 1580+28.27 DELTA TANGENT = 865.34 LENGTH = 1,701.98 RADIUS = 3,821.20 PC STATION = 1571+62.93 PT STATION = 1588+64.90 PI STATION = 1640+71.01 DELTA TANGENT = 1,290.82 LENGTH = 2,539.18 = 5,725.05 PC STATION = 1627+80.18 PT STATION = 1653+19.37 RADIUS R O LL 1 O F 6 120 130 140 150 160 170 180 110 100 90 80 120 130 140 150 160 170 180 110 100 90 80 R O LL 1 O F 6 NG IH2 PGL IH2 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 E X I T 1 4 4 B U S I N E S S 8 3 F M 2 0 6 1 J a c k s o n R d 1 M I L E F M 3 3 6 2 21.5'x8.5' E X I T 1 4 1 B M a i n S t B i c e n t e n n i a l B l v d ¾ M I L E 16.5'x7' M c A l l e n - M i l l e r I n t l A i r p o r t E X I T 1 4 1 B I N T E R S T A T E 2 8 3 W E S T R i o G r a n d e C i t y L a r e d o E X I T 1 4 1 B M a i n S t B i c e n t e n n i a l B l v d 1 M I L E H E X I T 1 4 2 F M 3 3 6 2 n d S t 1 0 t h S t E X I T O N L Y E X I T 1 4 3 B M c C o l l R d J a c k s o n A v e ½ M I L E H E X I T 1 4 3 A 2 n d S t ½ M I L E E X I T 1 4 3 A 2 n d S t E X I T O N L Y H E X I T 1 4 3 A 2 n d S t E X I T O N L Y H E X I T 1 4 3 B M c C o l l R d J a c k s o n A v e P h a r r 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' 10.5'x12' H E X I T 1 4 2 F M 3 3 6 2 n d S t 1 0 t h S t E X I T O N L Y S u g a r R d P h a r r I n t l B r i d g e E X I T 1 4 5 21.5'x15' 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'x12' E X I T 1 4 3 B J a c k s o n A v e S a m H o u s t o n A v e E X I T O N L Y 11'x5.5' M c C o l l R d E X I T 1 4 3 B E X I T 1 4 3 B J a c k s o n A v e S a m H o u s t o n A v e 1 M I L E 10.5'x12.5' H E X I T 1 4 2 F M 3 3 6 2 n d S t 1 0 t h S t 1 M I L E E X I T 1 4 7 A V e t e r a n s B l v d 1 M I L E 17.5'x7' 21.5'x12' 21.5'x12' E X I T 1 4 3 B J a c k s o n A v e S a m H o u s t o n A v e E X I T O N L Y E X I T 1 4 5 2 8 1 S O U T H P h a r r ¾ M I L E 12.5'x9' E X I T 1 4 6 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 1 ¼ M I L E 13.5'x12.5' E X I T 1 4 5 2 8 1 S O U T H P h a r r 52'x15.5' E X I T 1 4 6 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 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 12.5'x9' 13.5'x12.5' E X I T 1 4 6 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 2 M I L E S 12.5'x9' E X I T 1 4 5 2 8 1 S O U T H P h a r r 21.5'x15' 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 1 M I L E ½ MATCHLINE STA 1479+00 MATCHLINE STA 1374+00 SECTION A-A SECTION B-B SECTION C-C SECTION D-D MATCHLINE STA 1374+00 SECTION F-F SECTION E-E | EBFR NATURAL GROUND [ IH 2 NATURAL GROUND | EBFR NATURAL GROUND [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND | EBFR NATURAL GROUND [ IH 2 NATURAL GROUND [ IH 2 NATURAL GROUND | EBFR NATURAL GROUND [ IH 2 PROPOSED PGL [ IH 2 PROPOSED PGL [ IH 2 PROPOSED BRIDGE [ IH 2 NATURAL GROUND | EBFR NATURAL GROUND [ IH 2 PROPOSED PGL [ IH2 PROP PGL | EBFR NATURAL GROUND [ IH 2 NATURAL GROUND [ IH 2 PROPOSED PGL [ IH 2 NATURAL GROUND | EBFR NATURAL GROUND 5 5 5 | WBFR NATURAL GROUND TO BE REMOVED SUGAR RD OVERPASS BRIDGE | WBFR NATURAL GROUND TO REMAIN EXIST MCCOLL BRIDGE TO REMAIN EXIST JACKSON AVE BRIDGE [ IH 2 PROPOSED PGL 4 2 2 4 2 2 5 5 5 5 2 2 4 4 4 4 4 5 5 5 5 1 3 3 3 1 2 5 5 5 4 4 4 4 A A IH 2 EBML I H 2 WB M L IH 2 WBFR IH 2 EBFR IH 2 WBFR IH 2 EBFR IH 2 WBML IH 2 EBML EXIST ROW EXIST ROW EXIST ROW E X I S T R O W R A M P R EE 2 N D R A M P R WX 2 ND B B R A M P R WX 2 ND | EBML | WBML | RAMP REE2ND [ IH2 | RAMP RWX2ND BEGIN MILL AND OVERLAY BEGIN PROJECT STA 1336+78 3 3 S . CY N T HI A S T 2 ND S T 2 ND S T SPRINT HAMPTON INN & SUITES VANN I E E C OOK J R CANCER CENTER HEB P I E R 1 I M P O R T S P A LE NQU E G R I LL A P P LE B EE S E Y E M A R T E X P R E SS HOO T E R S B E S T W E S TE R N RIO GRANDE R E G I ONA L HO SP I T A L S O L A R A HO SP I T A L MCALLEN CO L . R O W E B L VD O V E R P ASS 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365 + 0 0 1 370 + 0 0 2355+00 2 3 6 0 + 00 236 5 + 0 0 23 7 0 + 0 0 4 4 C C D D I H 2 WB M L I H 2 E B M L IH 2 WBML IH 2 EBML 5 5 IH2 WBFR IH2 EBFR 4 4 E X I S T R O W E X I S T R O W E XI S T R OW EXIST ROW E X I S T R O W EXIST ROW E X I S T R O W 2 2 4 4 2 2 I H 2 E B F R 5 5 5 5 5 5 IH 2 WBML IH 2 EBML I H 2 WB M L I H 2 E B M L I H 2 W B ML I H 2 E B ML EXIST ROW 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 XI S T R O W E XI S T R OW F F IH 2 WBFR I H 2 E B F R 1 2 3 1 3 3 I H 2 E B ML I H 2 W B ML I H 2 W B F R I H 2 E B F R E XI S T R OW E XI S T R OW E XI S T R OW E XI S T R OW 2 2 4 2 2 4 5 5 IH 2 WBFR E E RAMP RWEJAX R A M P R EE J A C RAMP REXJAX R A M P R WX J A C R A M P R E X S UG | WBML | EBML MILL+OVERLAY BEGIN FRONTAGE ROAD MILL+OVERLAY BEGIN FRONTAGE ROAD EXISTING RAMP TO BE REMOVED PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL PROPOSED RETAINING WALL | EBFR | WBFR | WBML | EBML | RAMP REEJAC [ IH2 [ IH2 [ IH2 PROPOSED RETAINING WALL EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED | EBFR | WBFR | WBFR | EBFR [ IH 2 | RAMP REXSUG | RAMP RWESUG | RAMP RWXJAC E X I S T ROW PROPOSED RETAINING WALL EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED EXISTING RAMP TO BE REMOVED R A M P R WE S UG FRONTAGE ROAD WIDENING FRONTAGE ROAD WIDENING EXISTING SUGAR RD TO BE REMOVED EXISTING SUGAR RD TO BE REMOVED EXISTING RAMP TO BE REMOVED WALL PROPOSED RETAINING EXISTING RAMP TO BE REMOVED | RAMP REXJAX BEGIN 11' FRONTAGE ROAD LANES BEGIN 11' FRONTAGE ROAD LANES BEGIN BRIDGE WIDENING STA 1394+77 END BRIDGE WIDENING STA 1397+50 BEGIN BRIDGE WIDENING STA 1393+82 END BRIDGE WIDENING STA 1396+43 BEGIN BRIDGE RECONSTRUCTION STA 1421+50 PROPOSED ACCELERATION LANE R' = 50' R' = 50' R' = 50' TO REMAIN EXISTING TRAFFIC SIGNAL TO REMAIN EXISTING TRAFFIC SIGNAL TO BE REMOVED EXISTING TRAFFIC SIGNAL PROPOSED RETAINING WALL END BRIDGE WIDENING STA 2377+67 BEGIN BRIDGE WIDENING STA 2375+05 SIGNAL TO REMAIN EXISTING TRAFFIC END BRIDGE RECONSTRUCTION STA 1433+40 BEGIN SUPERELEVATION TRANSITION END 2% NORMAL CROWN STA 1454+02 BEGIN FULL SUPERELEVATION 4.6% END SUPERELEVATION TRANSITION STA 1460+95 BEGIN BRIDGE WIDENING STA 1375+00 END BRIDGE WIDENING STA 1377+62 BEGIN BRIDGE CONSTRUCTION STA 1401+85 END BRIDGE CONSTRUCTION STA 1410+00 END FRONTAGE ROAD MILL & OVERLAY TO BE REMOVED EXISTING TURNAROUND BEGIN MAINLANE RECONSTRUCTION END MILL AND OVERLAY STA 1411+00.00 F M 2 0 6 1 F M 3 3 6 2 8 3 8 3 J S T R V S C RR R V S C RR W P O L K AV E W P O L K AV E B U 83 / CE NTE R AV E B U 8 3 / CE NTE R AV E S . MCC OLL R D S . MCC OL L R D E . J ACKS O N AV E E . J ACKS ON AV E E . F R E S NO AV E E . DAL L AS AV E W E G L Y AV E S UG AR R D S UGAR R D O F F I C E D E P O T M O TEL 6 M C A LLE N W A LL B ANG E R S T A R G ET J O E ' S C R A B S H A C K COOL SMILES GENERAL DENTISTRY A PERFECT SMILE ORTHODONTICS DAVID'S BRIDAL LACKS FURNITURE GALLERIA DISCOUNT TIRE JASON'S DELI LINCOLN CAR DEALERSHIP AUTOMART CAR BBVA COMPASS LUBY'S TOYOTA HYUNDAI WEST END ROOFING MATERIALS BRIGGS EQUIPMENT HEALTH SUCCESS REHAB CENTER FURNITURE ROW VA L U E P L A C E HO NDA P U R V I S I N D U S T R I E S L A C K S FORD KRISPY KREME QUALITY INN M A R S H A L L S AD I DA S MATTRESS GALLERIA QUICK LANE AT BOGGUS FORD MCALLEN BOGGUS LINCOLN ACADEMY PAPPADEAUX KGBT-TV N . J A C K S ON R D S . J A C K S ON R D 8 0 + 0 0 85 + 0 0 7 5 + 0 0 8 0 + 0 0 1 3 75 + 0 0 138 0 + 0 0 1385 + 00 1390+00 1395+00 1400+00 1405+00 1410+00 14 15 + 0 0 1420 + 00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1 465 + 00 1 4 70 + 0 0 147 5 + 00 23 75 + 00 2 38 0 + 00 2385 + 00 2390 + 00 I N T E R S T A T E 2 8 3

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Page 1: L1 L L LO Jackson Ave R O Main St Jackson Ave Sam H oustn ...ftp.dot.state.tx.us/pub/txdot/get-involved/phr/i2-69/061418... · C-S-J-: 0039-17-175, etc. FED. AID PROJECT NO.: LENGTH:

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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LE:

6/13/2018

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U\data\bbi\trans\204701_I

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Study\

CA

DD\

Open

Roads\

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6:42:41

PM

c 2018

CSJ: 0

039-17-175

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ALE:

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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_01.dgn

6:42:41

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 1

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

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

ROLL 1

N.T.S 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

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Park

La Vista

Park

Lion

Park

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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

.

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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

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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

150+00 155+00 160+00 165+00 170+00

175+00

180+00

185+0

0

145+00 150+00 155+00 160+00 165+00 170+00

175+00

180+0

0

10+00

15+00

20+00

25+00

10+00

15+0020+00 25+00

30+00 35+00

190+00

195+00

200+00205+00 210+00

215+00 220+00 225+00230+00

185+00

190+00

195+00

200+00 205+00210+00

215+00 220+00 225+00 230+00

235+00

240+00

245+00

250+00

255+00 260+00 265+00 270+00

275+00

280+00

285+00

290+00

250+00

255+00 260+00 265+00 270+00 275+00

280+00

285+00

290+00

10+00

15+00

20+00

10+0015+00

20+00

25+00

30+00

35+00

10+00

15+00

20+00

25+00

10+00

15+00 20+00

25+00

10+00

15+00

20+00

BU

S 83

JA

CK

SO

N

RD

STA = 1414+80.00

EL = 119.02'

(+)0.3500 % (+)3.0

000

%

L = 500.00'

K = 189

ex = 1.66'

STA = 1423+00.00

EL = 143.62'

(+)3.0

000

%(+)0.3500 %

L = 660.00'

K = 249

ex = -2.19'

STA = 1433+25.00

EL = 147.21'

(+)0.3500 %(-)3.0000 %

L = 850.00'

K = 254

ex = -3.56'

STA = 1442+40.00

EL = 119.76'

(-)3.0000 % (-)0.3500 %

L = 500.00'

K = 189

ex = 1.66'

STA = 1466+50.00

EL = 111.32'

(-)0.3500 %(+)0.3500 %

L = 210.00'

K = 300

ex = 0.18'

VP

C 1412

+30.00

EL.

= 118.14 '

VP

T 1417

+30.00

EL.

= 126.52 '

VP

C 1419

+70.00

EL.

= 133.72 '

VP

T 1426

+30.00

EL.

= 144.77 '

VP

C 1429

+00.00

EL.

= 145.72 '

VP

T 1437

+50.00

EL.

= 134.46 '

VP

C 1439

+90.00

EL.

= 127.26 '

VP

T 1444

+90.00

EL.

= 118.88 '

VP

C 1465

+45.00

EL.

= 111.69 '

VP

T 1467

+55.00

EL.

= 111.69 '

ST

A 1411

+00

EL

EV

= 117.69

19.2'

25'

26'

24.9'

22.2'

16.0'

EXI

STI

NG

CL

EA

RA

NC

E

15.4'

PR

OP

OS

ED

CL

EA

RA

NC

E

RV

SC

RR

S.

MC

CO

LL

RD

E.

JA

CK

SO

N

AV

E

24.9'

[ IH 2

2' WIDENING

11' PROP

69'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

WIDENING

11' PROP

EXIST PVMT

58'

69'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

320'

EXIST PVMT

58'

SSCB

2% 2%

34' EXIST PVMT

LANE

11'

LANE

11'

LANE

11'

RO

W

RO

W

1'

14' 12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

36' EXIST PVMT

WIDENING

12' PROP

MILL AND OVERLAY

PROPOSED PAVEMENT

WIDENING

PROPOSED PAVEMENT

WIDENING

PROPOSED PAVEMENT

WIDENING

PROPOSED PAVEMENT

[ IH 2

1'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

1'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

EXIST ROW

70'

WIDENING

12' PROP

VAR

LANE

12'

SSTR

LANE

12'

SHLD

10'

LANE

12'

EXIST PVMT

38'

LANE

11'

LANE

11' MERGE

EXIST PVMT

70'

WIDENING

12' PROP

82'

82'

LANE

11'

34' EXIST PVMT

LANE

11'

LANE

11'

4.34'

2.6% 2.6%EXISTING SSTR

EXISTING SSTR

4' SIDEWALK

RO

W

RO

W

360'

5'

14'

VAR. 0-15'

STRIPE ZONE

1'

1'

MILL AND OVERLAY

PROPOSED PAVEMENT WIDENING

PROPOSED PAVEMENT

WIDENING

PROPOSED PAVEMENT

MILL AND OVERLAY

PROPOSED PAVEMENT

2'

[ IH 2

WIDENING

26' PROP

EXIST PVMT

56'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

SHLD

10'

EXIST PVMT

70'

82'

82'

SSCB SSTR

LANE

11'

LANE

11'

LANE

11'

LANE

11'

LANE

12'

LANE

12'

49' EXIST PVMT

LANE

12'

LANE

12'

4'2% 2%

526'

RO

W

RO

W

14' 179'

WALL

PROPOSED RETAINING

45' EXIST PVMT

1' 1'

SHLD

10'

LANE

12'

LANE

12'

WIDENING

12' PROP

LANE

12'

SSTR

WALL

PROPOSED RETAINING

PROPOSED PAVEMENT MILL AND OVERLAY

PROPOSED PAVEMENT WIDENING

PROPOSED PAVEMENT WIDENING

[ IH 2

2'

WIDENING

24' PROP

82'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

WIDENING

24' PROP

82'

EXIST PVMT

58'

EXIST PVMT

58'

SSCB

LANE

12'

SHLD

10'

24' EXIST PVMT

LANE

12'

LANE

12'

24' EXIST PVMT

2% 2%

315'

RO

W

RO

W

23' 19'

SH

LD

4'

LANE

14'

SHLD

8'

1' 1'

2%

RWESUG

28' PROP RAMP

SH

LD

LANE

12'

LANE

12'2'

SHLD LANE

SHLDLANE

12'10' 12' 10'

RAMP RWESUG PGL

LANE

12'

WIDENING

12' PROP

PROPOSED PAVEMENT MILL AND OVERLAYWIDENING

PROPOSED PAVEMENT WIDENING

PROPOSED PAVEMENT

WIDENING

PROPOSED PAVEMENT

CONSTRUCTION

PAVEMENT

PROPOSED

[ IH 2

4.2%

4.2%

2'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

LANE

12'

LANE

12'

SHLD

10'

SSCB

34' EXIST PVMT

PVMT RECONSTRUCTION

82'

LANE

11'

LANE

11'

LANE

11'

34' EXIST PVMT

SSTR

SSTR

82'

PVMT RECONSTRUCTION

EXIST ROW

332'

RO

W

RO

W

12' 12'

LANE

11'

LANE

11'

LANE

11'

1'1'

PROPOSED PAVEMENT RECONSTRUCTION

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

2%

LANE

12'

LANE

12'

LANE

12'

LANE

12'

SHLD

10'

[ IH 2

SSCB

LANE

11'

LANE

11'

2%

2'

PVMT RECONSTRUCTION

90.6'

EXIST ROW

300'

RO

W

RO

W

12' 13'

VAR

LANE

12'

LANE

12'

SHLD

10'

SHLD

6'

LANE

14'

GORE

LANE

11'

LANE

11'LANE

0'-14'

EXIST PVMT

34.64'

PVMT RECONSTRUCTION

103.25'

PVMT. REMOVALVARIES

SHLD

7'

EXIST PVMT

36'

PVMT. REMOVALVARIES

VAR

PROPOSED PAVEMENT RECONSTRUCTION

121.89

121.86

121.90

121.86

121.68

121.54

121.49

121.24

121.24

121.22

121.04

120.86

120.89

120.71

120.69

120.73

120.65

120.60

120.45

120.57

120.44

120.10

119.90

120.07

120.57

121.64

123.18

125.70

128.28

130.47

132.55

134.27

135.57

136.93

137.98

136.85

116.36

117.44

137.87

137.28

136.46

134.93

133.49

131.99

130.78

129.84

129.76

130.16

131.42

133.26

134.59

136.43

137.34

138.24

138.70

116.92

116.90

138.74

138.26

137.51

136.05

134.71

132.82

130.75

128.41

125.73

123.14

120.82

118.74

117.95

117.57

117.48

117.61

117.79

117.91

118.09

118.12

118.10

118.42

119.53

121.70

124.76

128.72

132.48

117.27

114.56

114.24

114.70

114.86

114.48

114.03

114.93

115.53

141.16

139.82

137.36

134.31

130.97

126.60

122.95

120.01

118.22

117.32

117.00

116.81

116.91

116.90

116.87

116.66

116.63

116.45

116.46

116.18

116.10

116.00

115.84

115.98

115.87

116.03

115.33

115.10

115.38

116.70

118.84

121.42

124.62

127.15

129.50

130.85

131.86

112.23

129.50

131.30

130.16

128.10

125.41

122.61

119.74

115.91

117.69

118.04

118.52

119.50

121.02

123.07

125.64

128.62

131.62

134.60

137.28

139.56

141.43

142.91

143.98

144.65

145.02

145.37

145.72

145.87

145.63

144.99

143.97

142.54

140.72

138.51

135.91

132.96

129.96

126.96

124.28

122.12

120.50

119.41

118.85

118.50

118.15

117.80

117.45

117.10

116.75

116.40

116.05

115.70

115.35

115.00

114.65

114.30

113.95

113.60

113.25

112.90

112.55

112.20

111.85

111.55

111.55

111.85

112.20

112.55

112.90

113.25

113.60

113.95

114.30

114.65

115.00

115.35

115.70

1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00

PI STATION = 13+27.67

DELTA

TANGENT = 277.67

LENGTH = 555.00

RADIUS = 6,480.00

PC STATION = 10+50.00

PT STATION = 16+05.00

PI STATION = 22+27.46

DELTA

TANGENT = 277.67

LENGTH = 555.00

RADIUS = 6,480.00

PC STATION = 19+49.79

PT STATION = 25+04.79

REXMCC

RWXJAC

PI STATION = 12+73.37

= 119.33

= 238.48

= 2,500.00

PC STATION = 11+54.04

PT STATION = 13+92.52

RADIUS

LENGTH

TANGENT

DELTA

PI STATION = 15+82.30

= 130.21

= 260.19

= 2,500.00

PC STATION = 14+52.09

PT STATION = 17+12.28

RADIUS

LENGTH

TANGENT

DELTA

PI STATION = 18+42.49

TANGENT = 130.21

LENGTH = 260.19

RADIUS = 2,500.00

PC STATION = 17+12.28

PT STATION = 19+72.47

DELTA

RWEJAX

PI STATION

PC STATION

PT STATION

RADIUS

LENGTH

TANGENT

DELTA

PI STATION

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 13+47.32

= 10+00.00

= 3,500.00

= 347.32

= 173.80

= 11+73.80

PI STATION = 14+79.41

TANGENT = 132.09

LENGTH = 264.05

RADIUS = 3,500.00

PC STATION = 13+47.32

PT STATION = 16+11.37

DELTA

PI STATION = 24+89.17

DELTA

TANGENT = 98.86

LENGTH = 197.70

RADIUS = 6,480.00

PC STATION = 23+90.32

PT STATION = 25+88.01

= 28+82.55

= 98.86

= 197.70

= 6,480.00

= 27+83.69

= 29+81.39

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

PI STATION = 36+49.66

DELTA

TANGENT = 151.26

LENGTH = 302.41

RADIUS = 4,680.00

PC STATION = 34+98.40

PT STATION = 38+00.81

REXJAX

= 12+25.58

= 125.58

= 251.05

= 3,500.00

= 11+00.00

= 13+51.05

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

DELTA

PI STATION

PT STATION

PC STATION

RADIUS

LENGTH

TANGENT

PI STATION

DELTA

= 14+76.63

= 125.58

= 251.05

= 3,500.00

= 13+51.05

= 16+02.10

= 22+17.99

= 19+40.43

= 3,500.00

= 277.56

= 138.85

= 20+79.28PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 23+56.84

= 138.85

= 277.56

= 3,500.00

= 22+17.99

= 24+95.55

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

REEJAC

= 12+46.90

= 136.60

= 272.99

= 2,864.93

= 11+10.30

= 13+83.29PT STATION

PC STATION

RADIUS

LENGTH

TANGENT

DELTA

PI STATION

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 16+35.67

= 13+83.29

= 2,864.93

= 252.39

= 126.28

= 15+09.56

DELTA

TANGENT = 103.87

LENGTH = 207.66

RADIUS = 2,864.93

PC STATION = 19+26.99

PT STATION = 21+34.65

PI STATION = 20+30.87

PI STATION = 22+47.79

DELTA

TANGENT = 113.14

LENGTH = 226.16

RADIUS = 2,864.93

PC STATION = 21+34.65

PT STATION = 23+60.81

RWESUG

= 13+32.29

= 82.13

= 164.25

= 6,480.00

PC STATION = 12+50.16

PT STATION = 14+14.42

DELTA

TANGENT

LENGTH

RADIUS

PI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION

= 35+30.86

= 55.02

= 110.04

= 6,480.00

= 34+75.84

= 35+85.88

REXSUG

PI STATION

DELTA

TANGENT = 69.72

LENGTH = 139.41

RADIUS = 3,500.00

PC STATION = 10+87.35

PT STATION = 12+26.76

PI STATION

PI STATION

= 11+57.07IH 2

PI STATION

PI STATIONPI STATION

DELTA

TANGENT

LENGTH

RADIUS

PC STATION

PT STATION = 1389+22.61

= 1361+59.73

= 2,864.93

= 2,762.89

= 1,499.50

= 1376+59.23

= 1480+15.16

TANGENT = 1,992.41

LENGTH = 3,672.95

RADIUS = 3,819.72

PC STATION = 1460+22.74

PT STATION = 1496+95.69

PI STATION

DELTA

PI STATION = 1580+28.27

DELTA

TANGENT = 865.34

LENGTH = 1,701.98

RADIUS = 3,821.20

PC STATION = 1571+62.93

PT STATION = 1588+64.90

PI STATION = 1640+71.01

DELTA

TANGENT = 1,290.82

LENGTH = 2,539.18

= 5,725.05

PC STATION = 1627+80.18

PT STATION = 1653+19.37

RADIUS

RO

LL 1

OF 6

120

130

140

150

160

170

180

110

100

90

80

120

130

140

150

160

170

180

110

100

90

80

RO

LL

1

OF

6

NG I

H2

PG

L I

H2

STRIP GRADE INFORMATIONFOR ADDITIONAL PROFILE

PLEASE REFER TO ROLL 4-6

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

EXIT 144

BUSINESS

83FM

2061

Jackson Rd

1 MILE

FM

3362

21.5'x8.5'

EXIT 141 B

Main St

Bicentennial Blvd ¾ MILE

16.5'x7'

McAllen-Miller

Intl Airport

EXIT 141 B

INTERSTATE

2 83W EST

Rio Grande City

Laredo

EXIT 141 B

Main St

Bicentennial Blvd

1 MILE

HEXIT 142

FM

336

2nd St

10th St

EXIT ONLY

EXIT 143 B

McColl Rd

Jackson Ave

½ MILE

HEXIT 143 A

2nd St ½ MILE

EXIT 143 A

2nd St

EXIT ONLY

HEXIT 143 A

2nd St

EXIT ONLY

H

EXIT 143 B

McColl Rd

Jackson Ave

Pharr

Business District

NEXT 3 EXITS

17.5'x8'

10.5'x12'

H EXIT 142

FM

336

2nd St

10th St

EXIT ONLY

Sugar Rd

Pharr Intl Bridge

EXIT 145

21.5'x15'

EXIT 144

BUSINESS

83FM

3362FM

2061

Jackson Rd

EXIT ONLY

21.5'x12'

EXIT 143 B

Jackson Ave

Sam Houston Ave

EXIT ONLY11'x5.5'

M cColl Rd

EXIT 143 B

EXIT 143 B

Jackson Ave

Sam Houston Ave

1 MILE

10.5'x12.5'

HEXIT 142

FM

336

2nd St

10th St

1 MILE

EXIT 147 A

Veterans Blvd

1 MILE

17.5'x7'

21.5'x12'

21.5'x12'

EXIT 143 B

Jackson Ave

Sam Houston Ave

EXIT ONLY

EXIT 145

281S O UTH

Pharr ¾ MILE

12.5'x9'

EXIT 146

N O RTH

INTERSTATE

69C 281

Edinburg

1 ¼ MILE

13.5'x12.5'

EXIT 145

281S O UTH

Pharr

52'x15.5'

EXIT 146

E AST

INTERSTATE

2 83

Harlingen

N O RTH

INTERSTATE

69C 281

Edinburg ½ MILE

EXIT ONLY

12.5'x9'13.5'x12.5'

EXIT 146

N O RTH

INTERSTATE

69C 281

Edinburg

2 MILES

12.5'x9'

EXIT 145

281S O UTH

Pharr

21.5'x15'

EXIT 144

BUSINESS

83FM

3362FM

2061

Jackson Rd

EXIT ONLY1 MILE½

MA

TC

HLI

NE S

TA 1479+00

MA

TC

HLI

NE S

TA 1374+00

SECTION A-A SECTION B-B SECTION C-C

SECTION D-D

MA

TC

HLI

NE S

TA 1374

+00

SECTION F-F

SECTION E-E

| EBFR

NATURAL GROUND

[ IH 2

NATURAL GROUND

| EBFR

NATURAL GROUND

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

| EBFR

NATURAL GROUND

[ IH 2

NATURAL GROUND

[ IH 2

NATURAL GROUND

| EBFR

NATURAL GROUND

[ IH 2

PROPOSED PGL

[ IH 2

PROPOSED PGL

[ IH 2

PROPOSED BRIDGE

[ IH 2

NATURAL GROUND

| EBFR

NATURAL GROUND

[ IH 2

PROPOSED PGL

[ IH2

PROP PGL

| EBFR

NATURAL GROUND [ IH 2

NATURAL GROUND

[ IH 2

PROPOSED PGL

[ IH 2

NATURAL GROUND

| EBFR

NATURAL GROUND

5

5

5

| WBFR

NATURAL GROUND

TO BE REMOVED

SUGAR RD OVERPASS BRIDGE

| WBFR

NATURAL GROUND

TO REMAIN

EXIST MCCOLL BRIDGETO REMAIN

EXIST JACKSON AVE BRIDGE

[ IH 2

PROPOSED PGL

4

2

2

4

2

2 5

5

5

5

2

2

4

4

4 4

4

5

55

5

13

3

3

12

5

5

5

44

4

4

A

A

IH 2 EBML

IH 2 WBML

IH 2 WBFR

IH 2 EBFR

IH 2 WBFR

IH 2 EBFR

IH 2 WBML

IH 2 EBML

EXIST ROW

EXIST ROW EXIST ROW

EXIST ROW

RAMP REE2ND

RAMP RWX2ND

B

B

RAMP RWX2ND

| EBML

| WBML

| RAMP REE2ND

[ IH2

| RAMP RWX2ND

BEGIN MILL AND OVERLAY

BEGIN PROJECT

STA 1336+78

3

3

S.

CY

NT

HIA

ST

2N

D

ST

2N

D

ST

SPRINT

HAMPTON INN

& SUITES

VANNIE E COOK JR

CANCER CENTER

HEB

PIER

1

IMPORTS

PALENQUE

GRILL

APPLEBE

ES

EYEMART

EXPRESS

HOOTERS

BEST

WESTERNRIO GRANDE

REGIONAL HOSPITAL

SOLARA HOSPITAL

MCALLEN

CO

L.

RO

WE

BL

VD

OV

ERP

ASS

1335+00 1340+00 1345+00 1350+00 1355+00 1360+00

1365+00

1370

+00

2355+002360+00

2365+00

2370

+00

4

4

C

C

D

D

IH 2 WBML

IH 2 EBML

IH 2 WBML

IH 2 EBML

5

5

IH2 WBFR

IH2 EBFR

4

4

EXIST ROW

EXIST ROW

EXIST RO

W

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

2

2

4

4

2

2

IH 2 EBFR

5

5

5

5

5

5

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

F

F

IH 2 WBFR

IH 2 EBFR

12

3

13

3

IH 2 EBML

IH 2 WBML

IH 2 WBFR

IH 2 EBFR

EXIST ROW

EXIST ROW

EXIST RO

W

EXIST RO

W

2

2

4

2

2

4

5

5

IH 2 WBFR

E

E

RAMP RWEJAX

RAMP REEJACRAMP REXJAX

RAMP RWXJAC

RAMP REXSUG

| WBML

| EBML

MILL+OVERLAY

BEGIN FRONTAGE ROAD

MILL+OVERLAY

BEGIN FRONTAGE ROAD

EXISTING RAMP TO BE REMOVED

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

PROPOSED RETAINING WALL

| EBFR

| WBFR

| WBML

| EBML

| RAMP REEJAC

[ IH2

[ IH2[ IH2

PROPOSED RETAINING WALL

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

| EBFR

| WBFR

| WBFR

| EBFR

[ IH 2

| RAMP REXSUG

| RAMP RWESUG

| RAMP RWXJAC

EXIS

T

RO

W

PROPOSED RETAINING WALL

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

RAMP RWESUG

FRONTAGE ROAD WIDENING

FRONTAGE ROAD WIDENING

EXISTING SUGAR RD TO BE REMOVED

EXISTING SUGAR RD TO BE REMOVED

EXISTING RAMP TO BE REMOVED

WALL

PROPOSED RETAINING EXISTING RAMP TO BE REMOVED

| RAMP REXJAX

BEGIN 11' FRONTAGE ROAD LANES

BEGIN 11' FRONTAGE ROAD LANES

BEGIN BRIDGE WIDENING

STA 1394+77

END BRIDGE WIDENING

STA 1397+50

BEGIN BRIDGE WIDENING

STA 1393+82

END BRIDGE WIDENING

STA 1396+43

BEGIN BRIDGE RECONSTRUCTION

STA 1421+50PROPOSED ACCELERATION LANE

R' = 50'

R' = 50'

R' = 50'

TO REMAIN

EXISTING TRAFFIC SIGNAL

TO REMAIN

EXISTING TRAFFIC SIGNAL

TO BE REMOVED

EXISTING TRAFFIC SIGNAL

PROPOSED RETAINING WALL

END BRIDGE WIDENING

STA 2377+67

BEGIN BRIDGE WIDENING

STA 2375+05

SIGNAL TO REMAIN

EXISTING TRAFFIC

END BRIDGE RECONSTRUCTION

STA 1433+40

BEGIN SUPERELEVATION TRANSITION

END 2% NORMAL CROWN

STA 1454+02 BEGIN FULL SUPERELEVATION 4.6%

END SUPERELEVATION TRANSITION

STA 1460+95

BEGIN BRIDGE WIDENING

STA 1375+00

END BRIDGE WIDENING

STA 1377+62

BEGIN BRIDGE CONSTRUCTION

STA 1401+85

END BRIDGE CONSTRUCTION

STA 1410+00

END FRONTAGE ROAD MILL & OVERLAY

TO BE REMOVED

EXISTING TURNAROUND

BEGIN MAINLANE RECONSTRUCTION

END MILL AND OVERLAY

STA 1411+00.00

FM

2061

FM

3362

83

83

J ST

RV

SC

RR

RV

SC

RR

W POLK AVE

W POLK AVE

BU 83/

CEN

TER

AV

E

BU 83/

CEN

TER

AV

E

S.

MCCO

LL RD

S.

MCCO

LL RD

E. JA

CKS

ON

AV

E

E. JA

CKS

ON

AV

E

E.

FRESN

O

AV

E

E.

DA

LLAS

AV

E

W

EG

LY

AV

E

SU

GA

R

RD

SU

GA

R

RD

OFFICEDEPOT

MOTEL 6MCALLEN

WALLBANGERS

TARGET

JOE'S CRABSHACK

COOL SMILES

GENERAL DENTISTRY

A PERFECT SMILE

ORTHODONTICSDAVID'S

BRIDAL

LACKS FURNITURE

GALLERIA

DISCOUNT

TIRE

JASON'S

DELI

LINCOLN

CAR DEALERSHIP

AUTOMART

CAR

BBVA

COMPASS

LUBY'S

TOYOTA HYUNDAIWEST END

ROOFING MATERIALS

BRIGGS

EQUIPMENT

HEALTH SUCCESS

REHAB CENTERFURNITURE

ROW

VALUE

PLACEHONDA

PURVIS INDUSTRIES

LACKS

FORD

KRISPY

KREME

QUALITY

INN

MARSHALLSADIDAS

MATTRESS

GALLERIA

QUICK LANE AT

BOGGUS FORD

MCALLEN

BOGGUS

LINCOLN

ACADEMY PAPPADEAUX KGBT-TV

N. JA

CKSO

N RD

S. JA

CKSON

RD

80+0

0

85+0

0

75+0

0

80+0

0

1375+00

1380+00

1385+00

1390+00 1395+00 1400+00 1405+00 1410+00 1415+001420+00

1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00

1465+00

1470+00

1475+00

2375+00

2380+00

2385+00

2390+00INTERSTATE

2 83

Rainier Ave S - Northern Segment (S Jackson St to S ... · (Jackson to Dearborn) 11’ 10’ Drive lane Right-of-way 9’ Sidewalk and furniture zone 9’ Sidewalk and furniture zone

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Installation, Operation & Maintenance Manual...Heat Controller, Inc. • 1900 Wellworth Ave. • Jackson, MI 49203 • (517)787-2100 • Installation, Operation & Maintenance Manual

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