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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
DA
TE:
FI
LE:
6/13/2018
\\
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U\data\bbi\trans\204701_I
H2_
Study\
CA
DD\
Open
Roads\
DG
N\I
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7:12:14
PM
c 2018
CSJ: 0
039-17-175
SC
ALE:
DA
TE:
6/13/20
18
GEOMETRIC DESIGN
under the supervision of :
Purposes. They were prepared by, or
Construction, Bidding, or Permit
These documents are not intended for
LINE AND SYMBOL LEGEND
EXISTING R.O.W.
FACE OF CURB
PAVEMENT
EDGE OF
NUMBER OF LANES
X
X
STRIPING
TRAVELWAY
EDGE OF
[ IH 2/[ US 281
PAVEMENT
EDGE OF
STRIPING
TRAVELWAY
EDGE OF250
AVERAGE DAILY TRAFFIC VOLUMES
US 83 MAIN LANES US 83 MAINLANES US 281 MAINLANES
To: CAGE ST.
BUS 83 OVERPASS
From: JACKSON RD/
To: EAST OF "I" RD.
From: CAGE ST.
To: US83
From: NOLANA LOOP
YEAR YEAR YEAR
X
COLOR LEGEND
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
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
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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
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
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NW
OO
D
DA
NN
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FRIEDA
TARRANT
FIR
RIDGEWOOD
CYP
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BIR
CH
AT
HO
L
CA
GE
AST
ER
AZ
ALE
A
BLU
EB
ON
NET
CA
NN
A
JACKSON
RIDGE
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PET
UNIA
KELLY
CAS
AP
AL
M
SU
GA
R
CHEROKEE
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RD
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FLA
G
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ER
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ROSEMARYSAM HOUSTON
BLU
EB
ON
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BOONE
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LAUCK
HELMER
JONES
GORE
DA
HLIA
CA
NN
A
JO
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AT
HO
L
BIR
CH
CYP
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DO
GW
OO
D
EB
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McDONALD
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NW
OO
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FIR
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KU
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UA
T
LIN
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NO
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AC
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ER
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S
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SA
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AR
T
3R
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10T
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ST
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71/
2
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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
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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
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MED CAP
MADRID
CAS
A
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LO
MA
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12TH
13TH
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DAFFODIL
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AC
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MW
OO
D
CY
NT
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TORONTO
CY
NT
HIA
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8TH
7TH
6TH
4TH
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WAS
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GT
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PA
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PSJH BEARS
SH
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OR
D
KIN
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MA
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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
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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
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