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FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
TXDOT DALLAS DISTRICT
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
DALLAS COUNTY, TEXAS
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
CITY
DA
LL
AS
CIT
YLIM
IT
DA
LLAS
CIT
Y
LIMIT
ST
RIP
LIM
IT
CIT
YLIM
IT
RO
WL
ET
T
MESQUITE
CITYLIMIT
CIT
Y
ME
SQ
UIT
E
GA
RL
AN
DCIT
YLIM
IT
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
DA
LL
AS
GA
RL
AN
D
CIT
Y
CIT
Y
LIMITLIM
IT
GARLAND
CITY
DA
LL
AS
CIT
Y
LIMIT
GA
RL
AN
D
CIT
YLIM
IT
289
635
75
289
78
78
78
75
635
635
66
67
78
78
78
635
67
80
78
635
67
80
635
289
75
75
345
30
30
12
12
244
12
30
30
12
366
80
7866
67
B66
D
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
05-25-2018
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
N.T.S.
TXDOT DALLAS DISTRICT
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
DALLAS COUNTY, TEXAS
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
CITY
DA
LL
AS
CIT
YLIM
IT
DA
LLAS
CIT
Y
LIMIT
ST
RIP
LIM
IT
CIT
YLIM
IT
RO
WL
ET
T
MESQUITE
CITYLIMIT
CIT
Y
ME
SQ
UIT
E
GA
RL
AN
DCIT
YLIM
IT
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
DA
LL
AS
GA
RL
AN
D
CIT
Y
CIT
Y
LIMITLIM
IT
GARLAND
CITY
DA
LL
AS
CIT
Y
LIMIT
GA
RL
AN
D
CIT
YLIM
IT
289
635
75
289
78
78
78
75
635
635
66
67
78
78
78
635
67
80
78
635
67
80
635
289
75
75
345
30
30
12
12
244
12
30
30
12
366
80
7866
67
B66
D
C 2018 by Texas Department of Transportation all rights reserved
ROYAL LN/MILLER RD
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
ROYAL LN/MILLER RD
C 2018 by Texas Department of Transportation all rights reserved
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
AVERAGE
11.2 MILES 2.1 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
18 MPHSHARED USE PATHS:
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
11.2 MILES 2.4 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
18 MPHSHARED USE PATHS:
TRAFFIC:
DAILY
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
TRAFFIC:
DAILY
AVERAGE
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
URBAN INTERSTATE URBAN INTERSTATE
STA 780+00
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
STA 1060+98
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
STA 468+00
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 468+00
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 780+00
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
STA 1060+98
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
MARIA F. GUERRA 121650
05-25-2018
05-25-2018
APPROVED:
DATEJULY 21, 2017
P.E. NO. DATENAME
P.E. NO. DATENAME
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
05-25-2018
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
MARIA F. GUERRA 121650
05-25-2018
05-25-2018
APPROVED:
DATEJULY 21, 2017
THESE DOCUMENTS ARE NOT INTENDED FOR PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
THESE DOCUMENTS ARE NOT INTENDED FOR PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
MAY 2018
ROLL OF 24
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
MAY 2018
ROLL OF 24
510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00505+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00 655+00 660+00
L
L
L
L
L
L
PROPOSED EASTBOUND IH 635 FRONTAGE ROAD (40 MPH)
L
L
TW100 = 532.48 TW100 = 532.71
LB PEB635FR STA 500+05.90, EL. 594.60'
MATCH EXISTING PAVEMENT
BEGIN FRONTAGE RD CONSTRUCTION
EL. 604.90'
C PGRN STA 14+51.18,
B PEB635FR STA 506+44.10=
PROP GREENVILLE AVE
EXI
ST
EL.
C PABR STA 17+52.09, EL = 597.89'
B PEB635FR STA 538+66.14=
PROP ABRAMS RD
VPI STA = 502+70.00
EL = 595.91
(+)0.50% (+)3.0
1%
L = 200.00
K = 80
ex = 0.63'
VPI STA = 504+70.00
EL = 601.92
(+)3.0
1% (+)1
.75%
L = 120.00
K = 96
ex = -0.19'
VPI STA = 506+40.00
EL = 604.90
(+)1.16%
L = 120.00
K = 205
ex = -0.09'
VPI STA = 509+70.00
EL = 608.74
(+)1.16% (+
)1.50%
L = 120.00
K = 357
ex = 0.05'
VPI STA = 511+30.00
EL = 611.14
(+)1.50% (+)0.36
%
L = 120.00
K = 105
ex = -0.17'
VPI STA = 519+00.00
EL = 613.89
(+)0.36% (-)0.50%
L = 120.00
K = 140
ex = -0.13'
VPI STA = 526+60.00
EL = 610.09
(-)0.50% (-)0.80%
L = 120.00
K = 395
ex = -0.05' VPI STA = 533+40.00
EL = 604.62
(-)0.80% (-)1.50%
L = 120.00
K = 172
ex = -0.10'
VPI STA = 545+50.00
EL = 586.60
(-)1.37% (-)1.95%
L = 120.00
K = 207
ex = -0.09'
VPI STA = 547+60.00
EL = 582.51
(-)1.95% (-)1.40%
L = 120.00
K = 219
ex = 0.08'
VPI STA = 548+80.00
EL = 580.82
(-)1.40% (-)2.75%
L = 120.00
K = 89
ex = -0.20'
VPI STA = 553+30.00
EL = 568.45
(-)2.75% (-)0.35%
L = 200.00
K = 83
ex = 0.60'
VPI STA = 555+80.00
EL = 567.57
(-)0.35% (-)1.79%
L = 120.00
K = 83
ex = -0.22'
VPI STA = 584+00.00
EL = 552.13
(-)3.00% (-)0.50%
L = 200.00
K = 80
ex = 0.63'
VPI STA = 625+00.00
EL = 576.39
(+)2.3
0% (+)5.0
0%
L = 200.00
K = 74
ex = 0.67'
VPI STA = 645+00.00
EL = 612.24
(+)0.50% (-)0.77%
L = 150.00
K = 119
ex = -0.24'
VP
C
ST
A 501
+70.00
EL
=595.41
VP
T
ST
A 503
+70.00
EL
=598.92
VP
C
ST
A 504
+10.00
EL
=600.12
VP
T
ST
A 505
+30.00
EL
=602.97
VP
C
ST
A 505
+80.00
EL
=603.85
VP
T
ST
A 507
+00.00
EL
=605.60
VP
C
ST
A 510
+70.00
EL
=610.24
VP
T
ST
A 511
+90.00
EL
=611.35
VP
C
ST
A 518
+40.00
EL
=613.67
VP
T
ST
A 519
+60.00
EL
=613.59
VP
C
ST
A 526
+00.00
EL
=610.39
VP
T
ST
A 527
+20.00
EL
=609.61
VP
C
ST
A 532
+80.00
EL
=605.10
VP
T
ST
A 534
+00.00
EL
=603.72
VP
C
ST
A 544
+90.00
EL
=587.42
VP
T
ST
A 546
+10.00
EL
=585.43
VP
C
ST
A 547
+00.00
EL
=583.68
VP
T
ST
A 548
+20.00
EL
=581.66
VP
C
ST
A 548
+20.00
EL
=581.66
VP
T
ST
A 549
+40.00
EL
=579.17
VP
C
ST
A 552
+30.00
EL
=571.20
VP
T
ST
A 554
+30.00
EL
=568.10
VP
C
ST
A 555
+20.00
EL
=567.78
VP
T
ST
A 556
+40.00
EL
=566.50
VP
C
ST
A 583
+00.00
EL
=555.13
VP
T
ST
A 585
+00.00
EL
=551.63
VP
C
ST
A 624
+00.00
EL
=574.09
VP
T
ST
A 626
+00.00
EL
=581.39
VP
C
ST
A 644
+25.00
EL
=611.87
VP
T
ST
A 645
+75.00
EL
=611.67
595.06
595.62
597.12
599.82
602.40
604.19
605.60
606.76
607.92
609.20
610.65
611.39
611.75
612.10
612.46
612.82
613.17
613.53
613.76
613.39
612.89
612.39
611.89
611.39
610.89
610.39
609.76
608.96
608.16
607.36
606.55
605.75
604.93
603.72
602.22
587.28
585.62
583.68
581.95
580.18
577.52
574.77
572.02
569.57
568.26
567.85
567.12
565.42
563.62
561.83
558.14
555.14
552.76
551.64
551.14
550.64
567.18
569.48
571.79
574.09
577.07
612.01
611.48
610.71
EL
=608.04
VP
C
ST
A 509
+10.00
EL
=609.64
VP
T
ST
A 510
+30.00
VPI STA = 579+70.00
EL = 561.31
(-)2.42% (-)0.59%
L = 150.00
K = 82
ex = 0.34'
VPI STA = 581+25.00
EL = 560.38
(-)3.00%
L = 150.00
K = 62
ex = -0.45'
VP
C
ST
A 578
+95.00
EL
=563.12
VP
T
ST
A 580
+45.00
EL
=560.86
VP
T
ST
A 582
+00.00
EL
=558.13
560.33
558.14
VPI STA = 590+75.00
EL = 548.76
(-)0.50% (+)4.8
7%
L = 350.00
K = 65
ex = 2.35'
VPI STA = 596+50.00
EL = 576.74
(+)4.8
7% (+)0.50%
L = 200.00
K = 46
ex = -1.09'
VPI STA = 602+32.19
EL = 579.65
(+)0.50% (+)2.
62%
L = 230.00
K = 109
ex = 0.61'
VPI STA = 605+31.61
EL = 587.50
(+)2.6
2% (-)2.55%
L = 230.00
K = 44
ex = -1.49'
VP
C
ST
A 589
+00.00
EL
=549.63
VP
T
ST
A 592
+50.00
EL
=557.28
VP
C
ST
A 595
+50.00
EL
=571.88
VP
T
ST
A 597
+50.00
EL
=577.24
VP
C
ST
A 601
+17.19
EL
=579.08
VP
T
ST
A 603
+47.19
EL
=582.67
VP
C
ST
A 604
+16.61
EL
=584.48
VP
T
ST
A 606
+46.61
EL
=584.56
550.13
549.63
549.90
551.70
555.03
559.71
564.58
569.44
574.04
576.72
577.49
577.99
578.49
578.99
579.81
581.53
584.05
585.89
585.50
583.23
581.67
L
L
VPI STA = 609+20.00
EL = 577.57
(-)2.55% (-)4.00%
L = 150.00
K = 104
ex = -0.27'
VPI STA = 612+50.00
EL = 564.38
(-)4.00% (+)0.50%
L = 300.00
K = 67
ex = 1.69'
VPI STA = 616+75.00
EL = 566.50
(+)0.50% (-)0.50%
L = 150.00
K = 150
ex = -0.19'
VP
C
ST
A 608
+45.00
EL
=579.49
VP
T
ST
A 609
+95.00
EL
=574.57
VP
C
ST
A 611
+00.00
EL
=570.37
VP
T
ST
A 614
+00.00
EL
=565.13
VP
C
ST
A 616
+00.00
EL
=566.13
VP
T
ST
A 617
+50.00
EL
=566.13
580.64
577.94
574.37
570.37
567.13
565.38
565.13
565.63
566.13
566.29
565.88
565.38
565.38
VPI STA = 620+00.00
EL = 564.88
(-)0.50% (+)2.3
0%
L = 200.00
K = 71
ex = 0.70'
VP
C
ST
A 619
+00.01
EL
=565.38
VP
T
ST
A 621
+00.00
EL
=567.18
565.38
565.58
567.18
VPI STA = 656+20.00
EL = 603.67
(-)0.77% (+)0.50%
L = 120.00
K = 95
ex = 0.19'
VPI STA = 659+00.00
EL = 605.07
(+)0.50% (-)0.50%
L = 120.00
K = 120
ex = -0.15'
VP
C
ST
A 655
+60.00
EL
=604.13
VP
T
ST
A 656
+80.00
EL
=603.97
VP
C
ST
A 658
+40.00
EL
=604.77
VP
T
ST
A 659
+60.00
EL
=604.77
609.95
609.18
608.41
607.65
606.88
606.12
605.35
604.59
603.91
604.07
604.57
604.92
604.57
MI
N.
CL
R.
21'6"
MI
N.
CL
R.
20'1"
L
L
VPI STA = 536+00.00
EL = 600.72
(-)1.50% (-)1.05%
L = 120.00
K = 268
ex = 0.07'
VPI STA = 539+80.00
EL = 596.72
(-)1.05% (-)2.53%
L = 120.00
K = 81
ex = -0.22'
VPI STA = 541+80.00
EL = 591.67
(-)2.53% (-)1.37%
L = 120.00
K = 104
ex = 0.17'
VP
C
ST
A 535
+40.00
EL
=601.62
VP
T
ST
A 536
+60.00
EL
=600.09
VP
C
ST
A 539
+20.00
EL
=597.35
VP
T
ST
A 540
+40.00
EL
=595.21
VP
C
ST
A 541
+20.00
EL
=593.19
VP
T
ST
A 542
+40.00
EL
=590.85
600.79
599.67
598.62
597.56
596.12
593.69
591.47
590.03
588.66
606.74
607.24
607.74
608.24
608.74
609.24
609.74
610.24
610.74
611.24
611.74
C PFOR STA 18+65.70, EL. 583.08'
B PEB635FR STA 547+30.47=
PROP FOREST LN
C PROY STA 15+31.92, EL. 603.91'
B PEB635FR STA 631+72.14=
PROP MILLER RD/ROYAL
B PEB635FR STA 619+64.29
EXIST PED BRIDGE
FL=511.99'
PROP 4-11'x10' MBC
PEB635FR STA 587+04.33
PROP CULVERT AB
VPI STA = 629+75.00
EL = 600.14
(+)5.0
0% (+)1
.90%
L = 350.00
K = 113
ex = -1.36'
VPI STA = 632+95.00
EL = 606.22
(+)1.90% (+)0
.50%
L = 120.00
K = 86
ex = -0.21'
VP
C
ST
A 628
+00.00
EL
=591.39
VP
T
ST
A 631
+50.00
EL
=603.47
VP
C
ST
A 632
+35.00
EL
=605.08
VP
T
ST
A 633
+55.00
EL
=606.52
581.39
586.39
591.39
595.95
599.62
602.41
604.41
606.07
595.1
595.7
597.9
600.8
603.2
604.9
604.6
607.3
609.2
610.3
610.9
611.7
612.4
613.4
614.0
614.2
614.5
614.4
614.3
613.7
613.5
612.8
612.6
612.3
611.9
611.0
610.3
609.8
609.2
608.2
606.7
605.8
604.5
603.1
601.6
600.0
598.1
597.4
597.7
594.5
592.1
590.4
588.9
587.5
585.9
584.3
583.3
581.9
578.0
576.6
575.1
572.8
569.0
565.3
564.7
564.6
564.7
564.0
562.6
560.0
558.2
557.3
555.9
556.8
557.5
558.5
555.4
547.9
542.6
541.8
520.5
540.0
553.6
560.6
564.7
567.6
567.8
566.7
562.2
560.4
561.0
559.7
556.4
552.6
546.9
541.0
513.0
536.3
539.3
542.0
546.0
552.0
560.7
565.9
571.4
576.0
578.8
579.3
578.2
579.2
580.3
581.9
582.2
582.7
583.5
582.3
581.7
581.3
580.9
580.6
579.4
580.8
582.2
581.1
581.0
583.9
585.6
585.7
585.6
581.1
585.8
587.7
589.0
590.1
590.8
592.5
594.6
596.3
596.9
598.3
601.1
604.4
603.7
604.4
592.1
600.5
608.2
607.5
609.5
608.8
610.8
611.9
612.6
613.1
613.0
612.8
612.6
612.2
612.1
611.7
609.2
607.9
606.8
607.0
606.8
606.5
606.2
606.2
605.8
605.6
PEB635FR STA 524+95.16, 37.00' LT
STA 12+64.15, EL. 611.65=
EB RAMP PREEGRN
PEB635FR STA 558+83.67, 38.00' LT
STA 21+10.08, EL. 562.88=
EB RAMP PREXSKL
PEB635FR STA 586+12.00, 38.00' LT
STA 12+15.37, EL. 551.83=
EB RAMP PREEFOR
PEB635FR STA 613+19.87, 38.00' LT
STA 18+20.50, EL. 565.97=
EB RAMP PREXROY
PEB635FR STA 625+06.40, 49.00' LT
STA 12+81.71, EL. 578.28=
EB BYPASS PBEFRROYPEB635FR STA 640+59.51, 38.00' LT
STA 28+30.00, EL. 610.80=
EB BYPASS PBEFRROY
PEB635FR STA 653+43.03, 36.00' LT
STA 11+95.91, EL. 606.51=
EB RAMP PREEROY
B PEB635FR STA 620+15.60
EXIST DART RAIL (BLUE LINE)
VPI STA = 562+50.00
EL = 555.55
(-)1.79% (+)1.00%
L = 200.00
K = 72
ex = 0.70'
VPI STA = 565+10.00
EL = 558.15
(+)1.00% (-)5.00%
L = 280.00
K = 47
ex = -2.10'
VPI STA = 570+00.00
EL = 533.65
(-)5.00% (+)4.9
9%
L = 650.00
K = 65
ex = 8.12'
VPI STA = 576+90.00
EL = 568.09
(+)4.9
9% (-)2.42%
L = 350.00
K = 47
ex = -3.24'
VPI STA = 579+70.00
EL = 561.31
(-)2.42%
L = 150.00
K = 82
ex = 0.34'
VP
C
ST
A 561
+50.00
EL
=557.34
VP
T
ST
A 563
+50.00
EL
=556.55
VP
C
ST
A 563
+70.00
EL
=556.75
VP
T
ST
A 566
+50.00
EL
=551.15
VP
C
ST
A 566
+75.00
EL
=549.90
VP
T
ST
A 573
+25.00
EL
=549.87
VP
C
ST
A 575
+15.00
EL
=559.36
560.04
558.24
556.62
556.22
556.95
556.24
553.38
548.70
544.85
542.54
541.77
542.53
544.83
548.67
553.61
558.61
562.83
564.96
564.98
563.00
561.25
EL
=560.83
VP
C
ST
A 580
+50.00
EL
=563.85
VP
T
ST
A 578
+65.00
FL=518.55'
PROP 4-9'x9' MBC
PEB635FR STA 571+31.38
PROP CULVERT JB
B PEB635FR-A STA 600+63.57, EL. 578.81'
CSJ 2374-01-171
PROP SKILLMAN ST
MATCH PROP PAVEMENT
END FRONTAGE RD CONSTRUCTION
CSJ 2374-01-171
PROP SKILLMAN ST
EL. 583.83'
B PEB635FR-A STA 606+75.29
CSJ 2374-01-171
PROP SKILLMAN ST
MATCH PROPOSED PAVEMENT
BEGIN FRONTAGE RD CONSTRUCTION
600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00 655+00
L
L
595+00
VP
T
ST
A 595
+75.00
EL
=556.06
552.74
557.31
VPI STA = 631+25.00
EL = 593.66
(+)4.5
0% (+)
2.00%
L = 120.00
K = 48
ex = -0.37'
VP
C
ST
A 630
+65.00
EL
=590.96
592.41
VPI STA = 607+39.29
EL = 588.18
(+)0.50% (+)1.9
5%
L = 180.00
K = 124
ex = 0.33'
VPI STA = 609+29.29
EL = 591.88
(-)2.50%
L = 200.00
K = 45
ex = -1.11'
VP
C
ST
A 606
+49.29
EL
=587.73
VP
T
ST
A 608
+29.29
EL
=589.93
587.49
588.09
EL
=589.93
VP
C
ST
A 608
+29.29
EL
=589.38
VP
T
ST
A 610
+29.29
L
L
L
L
MI
N.
CL
R.
19'0"
MI
N.
CL
R.
16'10"
B PWB635FR-A STA 625+01.98
EXIST PED BRIDGE
VPI STA = 636+30.00
EL = 603.76
(+)2.0
0% (+)1.
80%
VPI STA = 640+20.00
EL = 610.77
(+)1.80% (-)0.35%
L = 120.00
K = 56
ex = -0.32'
VPI STA = 641+50.00
EL = 610.31
(-)0.35% (+)1.00%
L = 120.00
K = 89
ex = 0.20'
VPI STA = 643+75.00
EL = 612.56
(+)1.00% (+)0.35%
L = 200.00
K = 307
ex = -0.16'
VP
T
ST
A 631
+85.00
EL
=594.86
VP
C
ST
A 639
+60.00
EL
=609.69
VP
T
ST
A 640
+80.00
EL
=610.56
VP
C
ST
A 640
+90.00
EL
=610.52
VP
T
ST
A 642
+10.00
EL
=610.91
VP
C
ST
A 642
+75.00
EL
=611.56
VP
T
ST
A 644
+75.00
EL
=612.91
595.16
597.16
599.16
601.16
603.16
605.02
606.81
608.61
610.26
610.49
610.82
611.80
612.56
613.00
613.35
613.70
614.05
VPI STA = 625+75.00
EL = 568.91
(-)2.00% (+)4.5
0%
L = 420.00
K = 65
ex = 3.41'
VP
C
ST
A 623
+65.00
EL
=573.11
VP
T
ST
A 627
+85.00
EL
=578.36
590.11
582.42
580.42
578.42
576.42
574.41
572.51
571.82
572.68
575.09
579.03
583.53
588.03
C PROY STA 20+55.18, EL. 609.75'
B PWB635FR-A STA 639+63.87=
PROP MILLER RD/ROYAL
549.9
554.3
560.6
569.3
572.4
572.4
573.2
579.0
584.7
586.7
587.2
587.8
588.8
588.9
588.7
588.8
589.2
588.7
587.5
586.7
588.5
591.4
594.4
596.6
597.9
598.4
598.4
596.7
594.8
594.5
589.7
590.9
588.4
592.7
593.6
592.3
593.7
594.8
596.5
598.7
600.8
602.9
604.9
606.8
608.7
609.4
610.2
611.2
610.5
610.6
612.6
613.5
613.6
613.4
613.7
613.6
613.6
613.3
613.3
613.1
612.7
612.3
L
L
B PWB635FR-A STA 626+10.93
EXIST DART RAIL (BLUE LINE)
PWB635FR-A STA 649+48.18, 38.00' RT
STA 29+42.70, EL. 615.33=
WB BYPASS PBWFRROY
(-)1.50%
VPI STA = 611+70.00
EL = 586.86
(+)0.36%
L = 120.00
K = 64
ex = 0.28'
VPI STA = 616+00.00
EL = 588.43
(+)0.36% (-)2.00%
L = 120.00
K = 51
ex = -0.35'
EL
=587.76
VP
C
ST
A 611
+10.00
EL
=587.08
VP
T
ST
A 612
+30.00
VPI STA = 598+20.00
EL = 568.31
(+)5.0
0% (+)3.5
0%
L = 120.00
K = 80
ex = -0.23'
VPI STA = 603+30.00
EL = 586.15
(+)3.5
0% (+)0.50%
L = 150.00
K = 50
ex = -0.56'
VP
C
ST
A 597
+60.00
EL
=565.31
VP
T
ST
A 598
+80.00
EL
=570.41
VP
C
ST
A 602
+55.00
EL
=583.53
VP
T
ST
A 604
+05.00
EL
=586.52
562.31
567.21
571.11
574.61
578.10
581.60
584.90
586.50
586.99
VPI STA = 651+40.00
EL = 615.24
(+)0.35% (-)0.52%
L = 200.00
K = 229
ex = -0.22'
VP
C
ST
A 650
+40.00
EL
=614.89
VP
T
ST
A 652
+40.00
EL
=614.72
614.40
614.75
615.02
614.89
614.40
613.88
613.36
612.83
C PKIA STA 10+00.00
B PWB635FR-A STA 618+63.03 (AH)=
B PWB635FR-A STA 618+53.66 (BK)=
PROP KIANA DRIVE CONNECTION
L
587.91
587.04
587.34
587.70
588.06
588.06
586.35
584.27
PWB635FR-A STA 618+68.96, 49.00' RT
STA 19+88.34, EL. 584.02=
WB RAMP PRWEROY
PWB635FR-A STA 631+73.43, 38.07' RT
STA 11+72.85, EL. 595.38=
WB BYPASS PBWFRROY
PWB635FR-A STA 631.91.05, 0.00' RT
STA 10+00.00, EL. 594.98=
PDART
B PWB635FR-A STA 606+40.41, EL. 587.69'
CSJ 2374-01-171
PROP SKILLMAN ST
MATCH PROP PAVEMENT
END FRONTAGE RD CONSTRUCTION
CSJ 2374-01-171
PROP SKILLMAN ST
EL. 588.37'
B PWB635FR-A STA 610+69.30,
CSJ 2374-01-171
PROP SKILLMAN ST
MATCH PROPOSED PAVEMENT
BEGIN FRONTAGE RD CONSTRUCTION
EL= 583.85'
B PWB635FR-A STA 618+53.66
END PWB635FR-A1 PROFILE
EL= 583.85'
B PWB635FR-A STA 618+63.03
BEGIN PWB635FR-A2 PROFILE
EL
=587.18
VP
T
ST
A 616
+60.00
EL
=588.21
VP
C
ST
A 615
+40.00
L
L
510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00
520
530
540
550
560
570
580
590
600
610
620
505+00
L
L
L
630
640
650
660
670
PROPOSED WESTBOUND IH 635 FRONTAGE ROAD (40 MPH)
L
L
B PWB635FR-A STA 506+49.00, EL. 596.22'
MATCH EXISTING PAVEMENT
BEGIN FRONTAGE RD CONSTRUCTION
L
PR
OP
PW
B635
FR
PG
L
VPI STA = 515+30.00
EL = 615.76
(+)1.50% (-)0.50%
L = 120.00
K = 60
ex = -0.30'
VPI STA = 519+00.00
EL = 613.91
(-)0.50% (+)1.18%
L = 120.00
K = 71
ex = 0.25'
VPI STA = 520+20.00
EL = 615.33
(+)1.18% (-)1.50%
L = 120.00
K = 45
ex = -0.40'
VPI STA = 531+00.00
EL = 603.94
(-)0.35% (-)1.25%
L = 120.00
K = 134
ex = -0.13'
VPI STA = 533+50.00
EL = 600.81
(-)1.25% (-)0.75%
L = 120.00
K = 240
ex = 0.08'
VPI STA = 534+70.00
EL = 599.91
L = 120.00
K = 225
ex = -0.08'
VP
C
ST
A 514
+70.00
EL
=614.86
VP
T
ST
A 515
+90.00
EL
=615.46
VP
C
ST
A 518
+40.00
EL
=614.21
VP
T
ST
A 519
+60.00
EL
=614.62
VP
C
ST
A 519
+60.00
EL
=614.62
VP
T
ST
A 520
+80.00
EL
=614.43
VP
C
ST
A 530
+40.00
EL
=604.15
VP
T
ST
A 531
+60.00
EL
=603.19
VP
C
ST
A 532
+90.00
EL
=601.56
VP
T
ST
A 534
+10.00
EL
=600.36
VP
C
ST
A 534
+10.00
EL
=600.36
VP
T
ST
A 535
+30.00
EL
=599.14
615.24
615.41
614.91
614.41
614.17
614.91
614.13
612.63
603.80
602.69
601.44
600.44
VP
T
ST
A 535
+30.00
EL
=599.14
599.51
(-)1.28%
VPI STA = 511+80.00
EL = 610.51
(+)3.0
1% (+)1
.50%
L = 120.00
K = 79
ex = -0.23'
VP
C
ST
A 511
+20.00
EL
=608.71
VP
T
ST
A 512
+40.00
EL
=611.41
610.71
612.31
613.81
C PGRN STA 19+10.47, EL. 602.76'
B PWB635FR-A STA 508+78.47=
PROP GREENVILLE AVE
C PABR STA 22+73.32, EL. 597.70'
B PWB635FR-A STA 538+98.74=
PROP ABRAMS RD
C PFOR STA 25+34.62, EL. 577.94'
B PWB635FR-A STA 556+10.66=
PROP FOREST LN
L
VPI STA = 537+40.00
EL = 596.45
(-)1.28%
L = 150.00
K = 66
ex = 0.43'
VPI STA = 538+95.00
EL = 598.00
(+)1.00% (-)1.06%
L = 120.00
K = 58
ex = -0.31'
VPI STA = 552+00.00
EL = 584.11
(-)1.06% (-)1.50%
L = 120.00
K = 275
ex = -0.07'
VP
T
ST
A 535
+30.00
EL
=599.14
VP
C
ST
A 536
+65.00
EL
=597.41
VP
T
ST
A 538
+15.00
EL
=597.20
VP
C
ST
A 538
+35.00
EL
=597.40
VP
T
ST
A 539
+55.00
EL
=597.36
VP
C
ST
A 551
+40.00
EL
=584.75
VP
T
ST
A 552
+60.00
EL
=583.21
598.24
597.05
597.07
597.69
596.89
595.82
594.76
593.69
592.63
591.56
590.50
589.44
588.37
587.31
586.24
585.18
584.05
VPI STA = 553+80.00
EL = 581.41
(-)1.50% (-)1.05%
L = 120.00
K = 267
ex = 0.07'
VPI STA = 555+00.00
EL = 580.15
(-)1.05% (-)2.00%
L = 120.00
K = 126
ex = -0.14'
(-)2.00%
VP
C
ST
A 553
+20.00
EL
=582.31
VP
T
ST
A 554
+40.00
EL
=580.78
VP
C
ST
A 554
+40.00
EL
=580.78
VP
T
ST
A 555
+60.00
EL
=578.95
VP
C
ST
A 557
+25.00
EL
=575.65
582.61
581.23
580.01
578.15
576.15
574.01
VPI STA = 507+65.00
EL = 600.98
(+)4.1
0% (+)1
.57%
L = 140.00
K = 55
ex = -0.44'
VPI STA = 509+70.00
EL = 604.19
(+)1.57% (
+)3.
01%
L = 120.00
K = 83
ex = 0.22'
VP
C
ST
A 506
+95.00
EL
=598.11
VP
T
ST
A 508
+35.00
EL
=602.07
VP
C
ST
A 509
+10.00
EL
=603.25
VP
T
ST
A 510
+30.00
EL
=606.00
598.31
601.41
603.09
605.15
608.10
597.8
600.8
601.9
602.5
606.3
609.8
612.9
613.8
615.3
616.2
615.6
615.5
614.3
615.5
614.4
612.7
611.8
611.2
610.1
610.2
609.6
606.8
605.9
606.0
604.2
603.2
602.3
601.2
599.7
598.5
597.5
596.5
597.8
596.5
595.4
594.4
593.4
592.4
591.4
590.3
589.1
588.1
587.0
586.2
585.4
584.5
583.2
581.3
579.6
578.8
576.5
575.4
PWB635FR-A STA 528+36.00, 38.00' RT
STA 12+03.08, EL. 607.09=
WB RAMP PRWXGRN
VPI STA = 524+50.00
EL = 608.88
(-)1.50% (+)0.51%
L = 150.00
K = 75
ex = 0.38'
VPI STA = 527+00.00
EL = 610.15
(+)0.51% (-)2.88%
L = 150.00
K = 44
ex = -0.64'
VPI STA = 528+90.00
EL = 604.68
(-)2.88% (-)0.35%
L = 180.00
K = 71
ex = 0.57'
VP
C
ST
A 523
+75.00
EL
=610.00
VP
T
ST
A 525
+25.00
EL
=609.26
VP
C
ST
A 526
+25.00
EL
=609.77
VP
T
ST
A 527
+75.00
EL
=607.99
VP
C
ST
A 528
+00.00
EL
=607.27
VP
T
ST
A 529
+80.00
EL
=604.36
611.13
609.67
609.17
609.64
609.52
607.27
605.09
604.29
560+00 565+00 570+00 575+00 580+00 585+00 590+00
VPI STA = 592+50.00
EL = 539.81
(-)5.00% (+)5.0
0%
L = 650.00
K = 65
ex = 8.12'
VP
C
ST
A 589
+25.00
EL
=556.06
557.31
552.74
549.67
548.13
548.13
549.67
HW100 = 540.92
HW100 = 540.56
VPI STA = 572+30.00
EL = 565.91
(+)5.0
0% (+)0.51%
L = 200.00
K = 45
ex = -1.12'
VPI STA = 585+90.00
EL = 572.81
(+)0.51% (-)5.00%
L = 250.00
K = 45
ex = -1.72'
VP
C
ST
A 571
+30.00
EL
=560.91
VP
T
ST
A 573
+30.00
EL
=566.42
VP
C
ST
A 584
+65.00
EL
=572.18
VP
T
ST
A 587
+15.00
EL
=566.56
563.86
566.16
566.77
567.28
567.79
568.29
568.80
569.31
569.82
570.32
570.83
571.34
571.85
572.22
570.85
567.28
562.31
VPI STA = 558+25.00
EL = 573.65
(-)3.00%
L = 200.00
K = 200
ex = -0.25'
VPI STA = 568+00.00
EL = 544.41
(-)3.00% (+)5.0
0%
L = 550.00
K = 69
ex = 5.50'
VP
T
ST
A 559
+25.00
EL
=570.65
VP
C
ST
A 565
+25.00
EL
=552.66
VP
T
ST
A 570
+75.00
EL
=558.16
574.01
571.39
568.40
565.40
562.41
559.41
556.41
553.41
550.82
549.64
549.91
551.64
554.82
559.41
575.4
569.7
568.6
565.5
562.3
560.3
557.8
556.0
539.3
535.1
529.9
543.8
542.2
542.2
524.8
535.2
545.5
553.3
558.9
563.9
565.6
567.0
567.6
568.4
568.6
569.1
569.6
567.0
560.1
553.2
547.5
542.5
523.3
528.8
535.2
541.3
545.6
PWB635FR STA 587+37.07, 38.00' RT
STA 11+85.50, EL. 566.22=
WB RAMP PRWXFOR
575.4
545.6
541.3
PWB635FR-A STA 567+87.54, 38.00' RT
STA 19+40.09, EL. 550.56=
WB RAMP PRWESKL
MI
N.
CL
R.
18'1"
MI
N.
CL
R.
18'1"
WB FRONTAGE ROAD
CANTILEVER UNDER PROPOSED
WB GENERAL PURPOSE LANES
EL. 572.06'
PWB635FR-A STA 584+42
END BRIDGE
FL=520.04'
PROP 4-9'x9' MBC
PWB635FR-A STA 572+24.92
PROP CULVERT JB
EL. 566.56'
PWB635FR-A STA 573+59
BEGIN BRIDGE
FL=514.50'
PROP 4-11'x10' MBC
PWB635FR-A STA 590+38.02
PROP CULVERT AB
500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
520
530
540
550
560
570
580
590
600
610
620
630
640
650
660
670 650
520
530
540
550
560
570
580
590
600
610
620
630
640
540
550
560
570
580
590
600
610
620
630
640
650
660
670650
530
520500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
650
660
670
CSJ 2374-01-183
MA
TC
H
LI
NE
ST
A. 558
+00
MA
TC
H
LI
NE
ST
A. 558
+00
CSJ 2374-01-183
CSJ 2374-01-183
MA
TC
H
LI
NE
ST
A. 594
+00
MA
TC
H
LI
NE
ST
A. 594
+00
CSJ 2374-01-183
CSJ 2374-01-137
MA
TC
H
LI
NE
ST
A. 656
+00
650
640
630
620
500
510
520
530
540
550
560
570
580
590
600
610
EXI
ST
EL.
EXI
ST
EL.
EXI
ST
EL.
EXI
ST
EL.
11
PR
OP
PE
B635
FR
PG
L
PR
OP
PW
B635
FR
PG
L
PR
OP
PW
B635
FR
PG
L
AT PEB635FR PGLEX GROUND
PROP PWB635FR PGL
AT PWB635FR PGLEX GROUND
AT PWB635FR PGLEX GROUND
PROP PWB635FR PGL
PROP PWB635FR PGL
546.3
548.39
PROP PEB635FR PGL
500+00 660+00
CSJ 2374-01-137
MA
TC
H
LI
NE
ST
A. 660
+00
650
640
630
620
500
510
520
530
540
550
560
570
580
590
600
610
AT PWB635FR PGLEX GROUND
11
AT PEB635FR PGLEX GROUND
PROP PEB635FR PGL
UPDATED MAY 2018
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