texas department of transportation - txdot...10+00 15+00 20+00 (+)1 .76 % (+)1.23 % 150.00' vc...
TRANSCRIPT
10+00 15+00 20+00
(+)1.76% (+
)1.23%
150.00' VC
K = 285
ex = -0.10'
494.43
495.76
497.00
(+)0.45% (+)4.5
9%
330.00' VC
K = 80
ex = 1.71'
(+)4.5
9% (+)0.70%
250.00' VC
K = 64
ex = -1.21'
507.12
509.39
512.91
517.09
519.89
10+00 15+00 20+00
430
PR5XEB
10+00
WEST CHASE DRIVE
10+00
CARRIER PARKWAY
55+00
PEBFRBYPASS R1NEB
R1NWB
10+00
R2NEB
10+00
10+00
R2XWB
R3XEB
10+00
R3NWB
10+00
CARRIER PKWY UTURN (W-E)R4XWB
10+00
R4NEB
10+00 10+00
BELT LINE UTURN (E-W)
10+00 15+00
(+)1.31%
15+00
484.70
486.02
487.33
15+00
(+)0.90% (+)0.50%
150.00' VC
K = 376
ex = -0.07'
15+00 20+00
508.03
508.93
509.77
510.37
510.87
511.37
511.87
(-)0.90% (+)0.80%
170.00' VC
K = 100
ex = 0.36'
(+)0.80%
15+00
495.14
494.59
495.03
495.82
496.62
497.41
(-)2.50% (-)0.35%
170.00' VC
K = 79
ex = 0.46'
503.11
501.18
500.48
500.13
499.80
90.00' VC
K = 30
ex = -0.34'
(-)4.00% (-)0.51%
130.00' VC
K = 37
ex = 0.57'
10+00 15+00 20+00
486.32
484.82
481.59
480.54
480.09
15+00
EL
=480.69
VP
T
ST
A 15
+65.00
EL
=483.62
VP
C
ST
A 14
+35.00
EL
=483.62
VP
T
ST
A 14
+35.00
EL
=485.87
VP
C
ST
A 13
+45.00
EL
=485.42
PVI
ST
A 13
+90.00
EL
=481.02
PVI
ST
A 15
+00.00
EL
=484.00
ST
A 9
+00.00
BE
GI
N
CO
NS
TR
UC
TI
ON
PGL
PGL
EL
=490.16
ST
A 13
+35.34
EL
=490.14
ST
A 17
+55.37
EL
=485.03
ST
A 13
+24.87
EL
=487.69
ST
A 15
+27.33
PGL
EL
=509.24
VP
C
ST
A 16
+35.00
EL
=510.29
VP
T
ST
A 17
+85.00
EL
=509.92
PVI
ST
A 17
+10.00
EL
=508.16
ST
A 15
+14.74
EL
=511.97
ST
A 21
+20.06
EL
=494.99
VP
C
ST
A 12
+15.00
EL
=494.91
VP
T
ST
A 13
+85.00
EL
=494.23
PVI
ST
A 13
+00.00
EL
=495.01
ST
A 12
+13.26
EL
=497.69
ST
A 17
+34.53
PGL
PGL
EL
=499.89
ST
A 16
+67.71
EL
=502.99
VP
C
ST
A 13
+05.00
EL
=500.57
VP
T
ST
A 14
+75.00
EL
=500.86
VPI
ST
A 13
+90.00
EL
=503.08
ST
A 13
+01.32
PGL
PGL
PGL
EL
=493.21
VP
C
ST
A 12
+25.00
EL
=495.46
VP
T
ST
A 13
+75.00
EL
=497.31
VP
C
ST
A 15
+25.00
EL
=500.05
ST
A 18
+35.05
EL
=492.85
ST
A 12
+04.49
EL
=494.53
PVI
ST
A 13
+00.00
EL
=498.23
PVI
ST
A 16
+00.00
PGL
EL
=521.05
VP
T
ST
A 21
+85.00
EL
=514.44
VP
RC
ST
A 19
+35.00
EL
=506.13
VP
C
ST
A 16
+05.00
EL
=520.17
PVI
ST
A 20
+60.00
EL
=506.87
VPI
ST
A 17
+70.00
EL
=506.11
ST
A 16
+00.26
PGL
(+)0.640%
90.00' VC
K = 20
ex = -0.49'
(-)3.751%
(-)0.439%
96.00' VC
K = 29
ex = 0.40'
130.00' VC
K = 28
ex = 0.76'
(+)4.2
34%
(-)0.320%
80.00' VC
K = 18
ex = -0.46'
482.84
481.08
479.37
478.93
478.59
480.81
484.02
EL
=482.84
VP
C
ST
A 10
+00.00
EL
=481.44
VP
C
ST
A 10
+90.00
EL
=479.43
VP
T
ST
A 11
+86.00
EL
=478.60
VP
C
ST
A 13
+76.00
EL
=481.06
VP
T
ST
A 15
+06.00
EL
=482.50
VP
C
ST
A 15
+40.00
EL
=484.07
VP
T
ST
A 16
+20.00
EL
=478.31
PVI
ST
A 14
+41.00
EL
=484.20
PVI
ST
A 15
+80.00
EL
=483.13
PVI
ST
A 10
+45.00
EL
=479.64
PVI
ST
A 11
+38.00
EL
=484.04
ST
A 16
+28.45
PGL
IH 20
CENTERLINE
EXIST PAVEMENT
=486.09
100 YR WSELE
=483.08
25 YR WSELE
EN
D
BRI
DG
E
ST
A 13
+20.00
3-40' SPANS
(TX28 PCG)
120' BRIDGE
WB
FR
ST
A 89
+65.59
CA
RRI
ER
PK
WY
ST
A 13
+77.40
EB
FR
ST
A 90
+03.21
CA
RRI
ER
PK
WY
ST
A 20
+14.65
(E
XI
ST)
CL
EA
RA
NC
E
VE
RTI
CA
L
15'-4''
MI
N
PG
L
NG
ELEVATION & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
BRI
DG
E
RI
DG
E
LA
KE
(E
XI
STI
NG)
CL
EA
RA
NC
E
17'-1"
VE
RT
PG
L
NG
506.5
506.0
505.5
506.5
507.8
509.6
513.8
520.7
523.0
522.4
440
450
460
470
480
490
500
510
520
530
540
PG
L
NG
500.0
496.1
492.1
488.6
487.1
486.1
485.0
476.5
482.2
485.6
485.2
485.1
484.3
484.6
486.0
487.6
489.4
PG
L
NG
484.9
478.6
480.5
465.3
468.1
485.1
490.4
495.4
498.2
499.1
499.7
PG
L
NG
490.8
490.0
489.6
489.6
489.7
490.5
491.
0
491.
0
472.0
473.9
PG
L
NG
PG
L
NG
483.68
482.95
482.65
482.45
483.19
484.05
485.47
487.96
488.95
489.98
491.
13
492.06
481.
89
482.92
483.12
485.35
490.79
487.62
482.88
484.43
486.51
488.87
490.47
491.
29
500.65
502.44
503.25
503.56
504.63
507.39
510.13
512.48
513.26
513.91
514.20
514.76
513.38
513.43
503.63
504.86
506.21
506.82
508.06
509.26
510.06
510.03
510.76
511.53
513.09
513.15
497.24
494.50
491.
54
493.79
496.49
493.40
492.19
494.68
495.49
496.38
496.97
496.81
493.30
472.41
511.28
509.47
506.47
502.83
499.68
499.74
499.83
498.58
498.62
498.52
498.20
PG
L
NG
480.07
479.60
484.30
488.77
483.71
478.42
478.00
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
430
440
450
460
470
480
490
500
510
520
530
540
440
450
460
470
480
490
500
510
520
530
540
550
15+00 20+00 60+00 65+00 20+0015+00 20+0015+00 15+00
PG
L
NG
PG
L
NG
PG
L
NG
PG
L
NG
PG
L
NG
BE
GI
N
BRI
DG
E
ST
A 58
+40.00
EN
D
BRI
DG
E
ST
A 65
+60.00
EL
=493.66
EB
FR
ST
A 69
+55.04 (34.98'
LT)
ST
A 68
+89.62
=
EL
=504.89
EB
FR
ST
A 53
+12.28 (26.00'
LT)
ST
A 53
+09.14
=
AP
PR
OXI
MA
TE
CE
NT
ER
LI
NE
NO
RT
H
FI
SH
CR
EE
K
EN
D
BRI
DG
E
ST
A 14
+82.00
CE
NT
ER
LI
NE
AP
PR
OXI
MA
TE
FI
SH
CR
EE
K
=484.86
25 YR WSEL=488.16
100 YR WSEL
ELEV & CROSS SLOPE
BY IH 20 MAINLANE
PROFILE CONTROLLED
& CROSS SLOPE
BY EBFR ELEV
PROFILE CONTROLLED
& CROSS SLOPE
BY EBFR ELEVATION
PROFILE CONTROLLED
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY& CROSS SLOPE
BY EBFR PROFILE
PROFILE CONTROLLEDPROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
& CROSS SLOPE
BY EBFR PROFILE
PROFILE CONTROLLED
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
& CROSS SLOPE
BY WBFR PROFILE
PROFILE CONTROLLED
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
& CROSS SLOPE
BY WBFR PROFILE
CONTROLLED
PROFILE
& CROSS SLOPE
BY WBFR PROFILE
PROFILE CONTROLLED
& CROSS SLOPE
BY WBFR PROFILE
PROFILE CONTROLLED
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
NG
NG
NG
NG
NG
NG
NG
NG
NG
NG
PGL
CL
EA
RA
NC
E
VE
RTI
CA
L
16'-6''
MI
N
IH 20
CENTERLINE
NG
IH 20
CENTERLINE
CL
EA
RA
NC
E
VE
RTI
CA
L
16'-6''
MI
N
20+00
20+00
20+00
PROFILE & CROSS SLOPE
IH 20 MAINLANE
PROFILE CONTROLLED BY
BE
GI
N
BRI
DG
E
ST
A 12
+20
69'-103'-90' SPANS
(Tx40 PCG)
262' BRIDGE
=487.22
25 YR WSEL
=489.69
100 YR WSEL
CL
EA
RA
NC
E
VE
RTI
CA
L
19'-3''
MI
N
6-120' SPANS
720' BRIDGE (TX54 PCG)
ST
A 17
+63.73
RO
BI
NS
ON
RD
ST
A 60
+38.02
EL
=490.84
EB
FR
ST
A 70
+97.41 (26.00'
LT)
ST
A 70
+36.27
=
& CROSS SLOPE
BY EBFR ELEVATION
PROFILE CONTROLLED
481.
2
484.0
482.9
482.9
479.9
470.6
482.0
480.6
480.0
479.6
479.2
479.9
480.4
482.3
(-)0.477%
(-)0.354%
150.00' VC
K = 37
ex = 0.76'
(+)3.70
0%
130.00' VC
K = 20
ex = -1.06'
(-)2.831%
200.00' VC
K = 38
ex = 1.33'
(+)2.5
00%
(+)3.5
00%
479.83
481.91
484.97
483.76
482.53
484.05
(+)1.900
% (-)1.155%
190.00' VC
K = 62
ex = -0.73'
(-)1.155% (+)1.250%
240.00' VC
K = 100
ex = 0.72'
488.40
489.18
488.41
487.51
487.55
488.56
(+)0.950%
(+)0.349%
100.00' VC
K = 166
ex = -0.08'
512.20
512.56
512.91
513.26
(-)1.000% (+)0.503%
60.00' VC
K = 40
ex = 0.11'
(-)0.500%
60.00' VC
K = 60
ex = -0.08'
472.45
471.45
470.90
471.41
471.66
EL
=479.76
VP
C
ST
A 17
+60.00
EL
=482.27
VP
T
ST
A 19
+10.00
EL
=483.75
VP
C
ST
A 19
+50.00
EL
=484.31
VP
T
ST
A 20
+80.00
EL
=484.03
VP
C
ST
A 20
+90.00
EL
=483.70
VP
T
ST
A 22
+90.00
EL
=486.15
PVI
ST
A 20
+15.00
EL
=481.20
PVI
ST
A 21
+90.00
PGL
NG
EL
=484.05
ST
A 23
+00.00
EL
=479.49
PVI
ST
A 18
+35.00
EL
=488.18
VP
T
ST
A 17
+70.00
EL
=488.07
VP
C
ST
A 15
+30.00
EL
=488.76
VP
T
ST
A 14
+70.00
EL
=488.05
VP
C
ST
A 12
+80.00
EL
=487.89
ST
A 12
+71.44
EL
=488.64
ST
A 18
+06.59
EL
=489.86
PVI
ST
A 13
+75.00
EL
=486.68
PVI
ST
A 16
+50.00
EL
=511.63
VP
C
ST
A 15
+20.00
EL
=512.28
VP
T
ST
A 16
+20.00
EL
=513.54
ST
A 19
+81.03
& CROSS SLOPE
BY EBFR PROFILE
PROFILE CONTROLLED
EL
=511.59
ST
A 15
+15.52
EL
=512.11
PVI
ST
A 15
+70.00
EL
=471.05
VP
C
ST
A 12
+40.00
EL
=470.90
VP
T
ST
A 13
+00.00
EL
=471.63
VP
C
ST
A 14
+45.00
EL
=471.63
VP
T
ST
A 15
+05.00
EL
=470.75
PVI
ST
A 12
+70.00
EL
=471.78
PVI
ST
A 14
+75.00
EL
=472.97
ST
A 10
+48.08
EL
=471.46
ST
A 15
+39.52
NG
BE
GI
N
BRI
DG
E
PVI
ST
A 12
+00.00
(-)1.300%
120.00' VC
K = 39
ex = 0.46'
(+)1.758
%(-)1.000%
100.00' VC
K = 36
ex = -0.34'
484.00
483.16
484.46
486.20
EL
=483.48
VP
C
ST
A 9
+40.00
EL
=483.76
VP
T
ST
A 10
+60.00
VP
C
ST
A 11
+90.00
EL
=486.04
VP
T
ST
A 12
+90.00
EL
=486.42
(+)3.0
00%(-)1.654%
100.00' VC
K = 21
ex = -0.58'
150.00' VC
K = 38
ex = 0.74'
(+)2.3
00%
(+)2.3
67%
515.12
514.32
514.24
508.03
512.55
515.62
517.35
518.70
NG
PGL
EL
=514.29
VP
C
ST
A 9
+60.00
EL
=514.96
VP
T
ST
A 10
+60.00
(-)1.654%
EL
=514.47
VP
C
ST
A 10
+90.00
EL
=514.95
VP
T
ST
A 12
+40.00
EL
=513.69
ST
A 9
+40.00
BE
GI
N
CO
NS
TR
UC
TI
ON
(+)1.233% (+)0.774
%
150.00' VC
K = 327
ex = -0.09'
498.14
499.00
499.78
EL
=498.81
VP
T
ST
A 16
+75.00
474.0
473.0
478.9
478.7
478.4
473.6
(+)0.910%(-)1.043%
150.00' VC
K = 77
ex = -0.37'
(-)1.043% (+)0.970%
170.00' VC
K = 84
ex = 0.43'
490.71
490.64
489.71
489.68
EL
=490.52
VP
C
ST
A 13
+75.00
EL
=490.42
VP
T
ST
A 15
+25.00
EL
=515.79
EL
=513.23
EL
=515.11
EL
=482.70
EL
=486.92
EL
=491.20
PVI
ST
A 10
+00.00
PVI
ST
A 12
+40.00
PVI
ST
A 10
+10.00
PVI
ST
A 12
+46.87
PVI
ST
A 11
+65.00
PVI
ST
A 14
+50.00
PVI
ST
A 16
+50.00
EL
=489.12
EL
=490.00
VP
C
ST
A 15
+65.00
EL
=489.94
VP
T
ST
A 17
+35.00
540.00' VC
K = 64
ex = 5.65'
PVI
EL
=518.13
(+)4.8
74% (-)4.080%
400.00' VC
K = 45
ex = -4.48'
(-)4.080%
(-)2.110%
140.00' VC
K = 71
ex = 0.34'
501.74
499.48
498.77
499.62
502.01
505.95
510.54
513.17
513.57
511.73
507.93
503.85
500.11
497.66
495.55
EL
=502.72
VP
C
ST
A 53
+70.00
EL
=506.43
VP
T
ST
A 59
+10.00
(+)4.8
74%
(-)3.500%
PVI
ST
A 56
+40.00
EL
=493.27
EL
=508.38
VP
C
ST
A 59
+50.00
EL
=509.97
VP
T
ST
A 63
+50.00
EL
=502.63
VP
C
ST
A 65
+30.00
EL
=498.29
VP
T
ST
A 66
+70.00
PVI
ST
A 61
+50.00
PVI
ST
A 66
+00.00
EL
=499.77
PGL
492.25
490.24
488.96
140.00' VC
K = 38
ex = 0.64'
120.00' VC
K = 19
ex = -0.95'
PG
L
NG
EL
EV
= 492.30
PVI
ST
A 12
+70.00
EL
EV
= 489.78
PVI
ST
A 11
+30.00
EL
=491.08
VP
C
ST
A 10
+60.00
EL
=491.22
VP
C
ST
A 12
+10.00
ROBINSON ROAD
EL
=491.04
VP
T
ST
A 12
+00.00
WB
FR
ST
A 59
+15.06
RO
BI
NS
ON
RD
ST
A 12
+82.97
(-)1.862%
(+)1.800
%(-)4.500%
EL
=492.20
ST
A 10
+00.00
BE
GI
N
CO
NS
TR
UC
TI
ON
487.07
486.62
485.65
485.61
485.69
485.04
487.21
(-)0.800%
140.00' VC
K = 38
ex = 0.65'
EL
=489.60
VP
C
ST
A 13
+30.00
EL
EV
= 486.45
PVI
ST
A 14
+00.00
EXI
T
RA
MP
WE
ST
BO
UN
D
WE
ST
BO
UN
D
IH 20
EA
ST
BO
UN
D
IH 20
FR
OM
SH 161
DI
RE
CT
CO
NN
EC
TO
R
SO
UT
HE
AS
T
492.46
495.35
466.91
EB
FR
ST
A 61
+60.88
RO
BI
NS
ON
RD
ST
A 19
+98.48
EL
=485.89
VP
T
ST
A 14
+70.00
IH 20
CENTERLINE
NG
PGL
(E
XI
ST)
CL
EA
RA
NC
E
VE
RTI
CA
L
15'-0''
MI
N
491.04
492.20
490.55
490.71
487.10
485.65
485.34
485.05
486.38
490.31
493.33
ex = 1.58'
220.00' VC
K = 38
(-)0.500%(+)5.2
32%
(+)2.8
00%
(+)1.200%
K = 56
90.00' VC
ex = 0.18'
90.00' VC
K = 22
ex = -0.45'
EL
=493.20
VP
RC
ST
A 19
+90.00
EL
=490.31
VP
RC
ST
A 19
+00.00
EL
=485.10
VP
C
ST
A 16
+80.00
PVI.
EL.
=484.55
PVI.
ST
A. 17
+90.00
PVI.
EL.
=493.74
PVI.
ST
A. 20
+35.00
PVI.
EL.
=492.66
PVI.
ST
A. 19
+45.00
PE
BF
RB
YP
AS
S
EL
=485.65
VPI
ST
A 15
+00.00
PAVEMENT
EXIST
=492.19
100 YR WSEL
=490.08
25 YR WSEL
(E
XI
ST)
CL
EA
RA
NC
E
VE
RTI
CA
L
17'-0''
MI
N
CL
EA
RA
NC
E
VE
RTI
CA
L
19'-6''
MI
N
MA
TC
H
EXI
ST
EL
EV
VPI
ST
A 20
+96.80
EN
D
CO
NS
TR
UC
TI
ON
EL
=495.00
VP
T
ST
A 20
+80.00
EL
=515.23
ST
A 12
+51.94
EN
D
CO
NS
TR
UC
TI
ON
LAKE
VILBIG
RAILTRAN
RAIL
TR
AN
A
&
K
RR
MATERIA
LS
RAILTRAN
DART
DA
RT
A
&
K RAIL
RO
AD
MATERIA
LS
DA
RT
RAILROAD
UNION
PACIFIC
UNIONPACIFIC
RAILROAD
(BN
SF)
(BN
SF)
(BNSF)
DART (U
P)
(BNSF)
(TA
P)
(TA
P)
(TAP)
(BNSF)
LAKE
VILBIG
RAILTRAN
RAIL
TR
AN
A
&
K
RR
MATERIA
LS
RAILTRAN
DART
DA
RT
A
&
K RAIL
RO
AD
MATERIA
LS
DA
RT
RAILROAD
UNION
PACIFIC
UNIONPACIFIC
RAILROAD
(BN
SF)
(BN
SF)
(BNSF)
DART (U
P)
(BNSF)
(TA
P)
(TA
P)
(TAP)
(BNSF)
N
TRAFFIC DIAGRAMN.T.S.
72900
102800
106000
12000
13200
8900
81800
114800
119200
10600
14300
4500
6000
72900
102800
106000
87900
123100
128300
7500
10300
7500
10300
11300
87900
123100
128300
8300
9100
6100
8200
11100
12200
3000
4000
4600
11200
15100
16800
79700
112000
116100
79700
112000
116100
11200
15100
16800
24500
26900
24500
26900
21000
5900
3900
5300
5500
3700
5000
3600
5500
3700
5000
5900
3900
5300
3600
4800
14900
19200
18800 18800
16000
17600
16000
17600
11900
11900
79700
112000
116100
79700
112000
116100
29800
38700
44000
29800
38700
44000
91600
128000
133700
91600
128000
133700
17900
22700
26400
17900
22700
26400
2300
1600
2000
1600
2200
1500
2000
2300
1600
2000
2600
3200
5000
3200
5000
14800
18700
21900
1700
28002000
2500
3000
1600
2000
2400
3700
5700
3700
5700
14800
18700
21900
2000
2500
3000
1600
2000
2400
2100
3400
91600
128000
133700
91600
128000
133700
18400
23200
27300
18400
23200
27300
17300
19000
17300
19000
31400
40500
46300
78600
110700
114700
78600
110700
114700
40500
46300
13000
13000
31400
3300
4500
6000
3500
4500
6000
28100
36000
40300
81900
115200
120700
81900
115200
120700
36000
40300
28100
28000
30600
28000
30600
13100
1300
1600
1900
12300
20600 20600
4200
5400
6000
24500
27000
24500
27000
18000
11200
12100
1300
1600
1900
4200
5400
6000
8400
3500
4800
5300
16300
22100
24300
4300
5900
6300
10400
13300
14900
12200
15700
17500
12200
15700
1750014500
19700
21700
6300
5900
4300
5300
4800
3500
12300
13500
81900
115200
120700
81900
115200
120700
12300
13500
9100
9100
9100
9100
91000
127500
134200
91000
127500
134200
12300
13500
12300
13500
EBFR
WBFR
RO
BI
NS
ON
RD
IH 20 IH 20
CA
RRI
ER
PK
WY
DE
CH
MA
N
DR.
BE
LT
LI
NE
RD
WBFR
EBFR
4800
5400
540010400
13300
14900
7600
18000
65600
92900
95100
7300
9900
10900
8000
10800
11900
11500
15500
17000
18800
25400
27900
1800
2300
2600
2500
3400
3700
14500
19700
21600
17300
23400
25900
73600
103700
107000
6100
8300
9100
TA
RR
AN
T
CO.
ELLIS CO.
COLLIN CO.
RO
CK
WA
LL
CO.
KA
UF
MA
N
CO.
TA
RR
AN
T
CO.
INTERSTATE
TEXAS
35E
INTERSTATE
TEXAS
30INTERSTATE
TEXAS
30
INTERSTATE
TEXAS
20
INTERSTATE
TEXAS
20
67
67
408
303
12
12
1382
161
356
180
180
1382
161
N
R
Texas Department of Transportation
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
PRELIMINARY
NAME P.E. NO.
69910
FOR INTERIM REVIEW ONLY
DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT
FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION
INTENDED
PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
91115
c 2015 BY Texas Department of Transportation all rights reserved
LOCATION MAPNOT TO SCALE
THUC Q. PHAM
GRAND PRAIRIE
IRVING
COPPELL
CARROLTON
ADDISON
RICHARDSON
GARLAND ROWLETT
MESQUITE
SUNNYVALLE
SPRINGSBALCH
BRANCHSAND
SACHSE
DALLAS
HILLCOCKRELL
BRANCHFARMERS
SEAGOVILLE
HUTCHINS
WILMERLANCASTER
GLENN HIEGHTS
CEDAR HILL
DUNCANVILLE
PRAIRIEGRAND
75
348
289 75
635
635
190
289
12 635
66
30
30
12
80
352
635
20175
175
20
175
12
45
180
35E
3012
180
30
303
40812
20
1382 67
161
356
183
114161
35E
77
635
161114
20
4535E
20
1382
77
342
342
78
PARKHIGHLAND
PARKUNIVERSITY
1,000 - 2045 ADT
1,000 - 2035 ADT
1,000 - 2015 ADT
LEGEND
17600
23000
25200
17600
23000
25200
13900
18000
19700
11200
14500
16600
12200
17900
15700
6400
8500
8600
2800
3700
4100
2800
3700
4100
11200
14800
16600
12200
15700
17900
1500
2000
22001700
2300
2700
73600
103700
107000
5700
8600
7900
1800
2400
2700
1000
1400
1500
1800
2300
2700
200
300
400
2500
3300
36006500
8900
9700
6500
8800
97001000
1400
16007200
9900
10700
1800
2300
2700
9000
12200
13400 13400
12200
9000
NB PGBT WE DC
SB PGBT WE DC
- SIGNALIZED INTERSECTION
STA.34+56.71
CSJ:2374-04-076
BEGIN PROJECT
STA.156+94.98
CSJ:2374-04-049
END PROJECT
TxDOT TP&P ON AUGUST 28,2013.
CDM SMITH, INC. AND APPROVED BY
TRAFFIC PROJECTIONS PROVIDED BY
NOTE:
15800 6700
11200
6600
8800
9000
4300 4300
2300
2300
2800
4800 4800
3-09-15
STA. 83+93.98
CSJ: 2314-04-049
BEGIN PROJECT
STA. 99+55.53
CSJ: 2374-04-076
END PROJECT
PROJECT LENGTH = 2.318 MI.
FUNCTIONAL CLASS: INTERSTATE
CONTROL: 2374-04-049 & 2374-04-076
FM 1382 (BELT LINE ROAD)
PROJECT LIMIT: FROM SH 161 TO
INTERSTATE HIGHWAY 20 FRONTAGE ROADS
DALLAS COUNTY
KELLY SELMAN, P.E., DISTRICT ENGINEER
DESIGN SCHEMATIC
DALLAS DISTRICT
30 mph CROSS STREETS
45 mph RAMPS
40 mph FRONTAGE ROADS
DESIGN SPEED: 70 mph MAINLANES
TA
RR
AN
T
CO.
ELLIS CO.
COLLIN CO.
RO
CK
WA
LL
CO.
KA
UF
MA
N
CO.
TA
RR
AN
T
CO.
INTERSTATE
TEXAS
35E
INTERSTATE
TEXAS
30INTERSTATE
TEXAS
30
INTERSTATE
TEXAS
20
INTERSTATE
TEXAS
20
67
67
408
303
12
12
1382
161
356
180
180
1382
161
N
R
Texas Department of Transportation
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
PRELIMINARY
NAME P.E. NO.
69910
FOR INTERIM REVIEW ONLY
DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT
FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION
INTENDED
PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
91115
c 2015 BY Texas Department of Transportation all rights reserved
LOCATION MAPNOT TO SCALE
THUC Q. PHAM
GRAND PRAIRIE
IRVING
COPPELL
CARROLTON
ADDISON
RICHARDSON
GARLAND ROWLETT
MESQUITE
SUNNYVALLE
SPRINGSBALCH
BRANCHSAND
SACHSE
DALLAS
HILLCOCKRELL
BRANCHFARMERS
SEAGOVILLE
HUTCHINS
WILMERLANCASTER
GLENN HIEGHTS
CEDAR HILL
DUNCANVILLE
PRAIRIEGRAND
75
348
289 75
635
635
190
289
12 635
66
30
30
12
80
352
635
20175
175
20
175
12
45
180
35E
3012
180
30
303
40812
20
1382 67
161
356
183
114161
35E
77
635
161114
20
4535E
20
1382
77
342
342
78
PARKHIGHLAND
PARKUNIVERSITY
STA.34+56.71
CSJ:2374-04-076
BEGIN PROJECT
STA.156+94.98
CSJ:2374-04-049
END PROJECT
STA. 83+93.98
CSJ: 2314-04-049
BEGIN PROJECT
STA. 99+55.53
CSJ: 2374-04-076
END PROJECT
PROJECT LENGTH = 2.318 MI.
FUNCTIONAL CLASS: INTERSTATE
CONTROL: 2374-04-049 & 2374-04-076
FM 1382 (BELT LINE ROAD)
PROJECT LIMIT: FROM SH 161 TO
INTERSTATE HIGHWAY 20 FRONTAGE ROADS
DALLAS COUNTY
KELLY SELMAN, P.E., DISTRICT ENGINEER
DESIGN SCHEMATIC
DALLAS DISTRICT
30 mph CROSS STREETS
45 mph RAMPS
40 mph FRONTAGE ROADS
DESIGN SPEED: 70 mph MAINLANES
3-09-15
3-09-15
3-09-15
ROLL 1 OF 3
SCALE: 1"=200' H, 1"=20'V
MARCH 09, 2015
ROLL 1 OF 3
SCALE: 1"=200' H, 1"=20'V
MARCH 09, 2015
22
39+00
BL EBFR
STATION TEMPLATE
-2.00%
+2.00%
BL EBFR
BEGINSLOPE
MATCH EXISTING
56+28
BL EBFR
-2.00%
58+08
BL EBFR
+2.00%63+70
BL EBFR
65+50
BL EBFR
-2.00%
STATION TEMPLATE
+2.00%
85+90
BL EBFR
-2.00%
89+40
BL EBFR
+2.00%93+50
BL EBFR
96+12
BL EBFR
-2.00%
155+00
BL EBFR
-2.00%
BL EBFR
SLOPE
MATCH EXISTINGEND
54+00
BL WBFR
STATION TEMPLATE
-2.00%
BL WBFR
BEGINSLOPE
MATCH EXISTING
56+00
BL WBFR
-2.00%61+50
BL WBFR
+2.00%63+30
BL WBFR
86+30
BL WBFR
STATION TEMPLATE
88+90
BL WBFR
-2.00%
93+00
BL WBFR
+2.00%96+50
BL WBFR
155+00
BL WBFR
BL WBFR
SLOPE
MATCH EXISTINGEND
+2.50%
+2.00%
+2.00%
-2.00%
EBFR TRANSITION WBFR TRANSITION
STATION TEMPLATE
BL R1NWB
-2.80%
11+00
16+40
16+90 +2.00%
R1NWB TRANSITION
9+30
BL R1NWB
BL R1NWB
BL R1NWB
+3.70%
+3.70%
STATION TEMPLATE
BL R4NEB
16+54
16+68
R4NEB TRANSITION
BL R4NEB
BL R4NEB
+3.00%
13+01
+2.50%