r pde30n635 - txdot - dallas construction projects 21 - dc... · w. of gus thomasson rd to e. of...
TRANSCRIPT
PR
OP
PD
E30
S635
PG
L
593.7
594.6
596.1
597.2
597.9
598.2
597.7
590.4
576.8
580.3
598.7
597.7
597.8
597.2
596.1
595.5
595.1
596.4
15+00 20+00 25+00
EXI
ST
EL.
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
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
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RO
WL
ET
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MESQUITE
CITYLIMIT
CIT
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ME
SQ
UIT
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GA
RL
AN
DCIT
YLIM
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DA
LL
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CIT
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LIM
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LIM
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CIT
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GA
RL
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D
DA
LL
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GA
RL
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CIT
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CIT
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LIMITLIM
IT
GARLAND
CITY
DA
LL
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CIT
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LIMIT
GA
RL
AN
D
CIT
YLIM
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289
635
75
289
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75
635
635
66
67
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78
635
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80
78
635
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635
289
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345
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244
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366
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7866
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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
12-12-2016
12-12-2016
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
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
C 2016 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
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
ROYAL LN/MILLER RD
C 2016 by Texas Department of Transportation all rights reserved
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
12-12-2016
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:
12-12-2016
12-12-2016
12-12-2016
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)
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
DECEMBER 2016
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
DECEMBER 2016
ROLL OF 24
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
L
L
EL. 518.82'
B PIH635 STA 1013+91.76,
B PDE30N635 STA 25+06.72=
L
L
EL. 515.20'
B PEB635FR STA 1013+22.36,
B PDE30N635 STA 27+88.88=
L
L
EL. 542.63'
B PWB30FR-1 STA 84+56.95,
B PDE30N635 STA 23+03.35=
L
L
EL. 542.88'
B PIH30 STA 93+37.44,
B PDE30N635 STA 25+38.04=
L
L
EL. 594.90'
B PDN635W30 STA 20+92.68,
B PDE30N635 STA 27+86.01=
PDW30N635 STA 35+65.02, 40.07' LT
STA 14+39.93, EL. 557.12'=
BEGIN RAMP PDE30N635 PGL
PIH30 STA 70+49.67, 97.00' RT
STA 50+65.18, EL. 517.87'=
END RAMP PDE30N635 PGL
15+0010+00 20+00 25+00 30+00 35+00 40+00 45+00
500
510
520
530
540
550
560
570
580
590
600
610
50+00
525.3
524.2
528.9
531.1
527.8
528.0
528.2
527.6
522.5
522.6
518.8
517.9
518.5
519.2
518.9
517.4
529.1
538.0
535.4
526.5
520.0
522.0
519.0
516.1
513.9
512.1
512.4
513.6
514.0
514.6
515.7
516.6
515.3
513.5
513.3
512.2
511.3
509.9
508.5
507.3
506.2
505.8
505.7
506.4
EXI
ST
EL.
AT PDE30N635 PGLEX GROUND
500
510
520
530
540
550
560
570
580
590
600
610
620 620
PDE30N635 - PROPOSED DIRECT CONNECTOR FROM EB IH 30 TO NB IH 635 (40 MPH)
VPI STA = 15+75.00
EL = 555.22
(-)1.41% (+)1.9
2%
L = 220.00
K = 66
ex = 0.92'
VPI STA = 48+55.00
EL = 513.37
(-)4.33% (+)2.1
4%
L = 420.00
K = 65
ex = 3.40'
VP
C
ST
A 14
+65.00
EL
=556.77
VP
T
ST
A 16
+85.00
EL
=557.33
VP
C
ST
A 46
+45.00
EL
=522.47
VP
T
ST
A 50
+65.00
EL
=517.87
556.37
556.24
557.62
559.54
561.47
524.42
520.32
517.61
516.43
516.80
PDE30N635 STA 38+91.63, 44.04' RT
STA 17+11.62, EL. 554.21'=
DC RAMP PDE30S635
STA 42+66
END BRIDGE
DEPTH6.20' BRIDGEASSUME TX-62
2:1
PROP PDE30N635 PGL
VPI STA = 23+60.00
EL = 570.32
(+)1.9
2% (-)0.80%
L = 200.00
K = 73
ex = -0.68'
VPI STA = 38+10.00
EL = 558.66
(-)0.80% (-)4.33%
L = 200.00
K = 57
ex = -0.88'VP
C
ST
A 22
+60.00
EL
=568.39
VP
T
ST
A 24
+60.00
EL
=569.51
VP
C
ST
A 37
+10.00
EL
=559.46
VP
T
ST
A 39
+10.00
EL
=554.33
563.39
565.32
567.24
569.05
569.75
569.19
568.39
567.58
566.78
565.98
565.17
564.37
563.56
562.76
561.96
561.15
560.35
559.54
558.03
554.75
550.43
546.09
541.76
537.42
533.09
528.76
EL. 525.68'
B PWB635FR-B STA 1010+10.98,
B PDE30N635 STA 17+14.67=
L
L
PD
E30
N635
PG
LP
RO
P
L
EL. 524.86'
B PWB635FR-B STA 1013+58.66,
B PDE30N635 STA 20+62.79=L
L
L
EL. 594.90'
B PDS635E30 STA 24+66.89,
B PDE30N635 STA 25+49.81=
L
L
EL. 518.12'
B PREXGAL STA 18+50.34,
B PDE30N635 STA 36+44.17=
MI
N.
CL
R.
21'5"
17'4"
MI
N.
CL
R.
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' STRADDLE
BENT DEPTH2.5' STRADDLE
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' STRADDLE
MI
N.
CL
R.
21'5"
DEPTH 5.50' BRIDGETX-54 GIRDER
6.50' BRIDGE DEPTH STEEL I-GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER 6.00' BRIDGE DEPTH
STEEL I-GIRDER
8.50' BRIDGE DEPTH STEEL I-GIRDER
7.50' BRIDGE DEPTHSTEEL I-GIRDER
8.50' BRIDGE DEPTHSTEEL I-GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER
15+00 20+00 25+00 30+00
515.9
515.3
514.2
513.7
512.3
513.4
515.1
517.5
510.4
514.2
523.4
525.7
523.3
526.0
522.2
517.4
525.5
525.3
521.3
519.3
519.5
EXI
ST
EL.
500
510
520
530
540
550
560
570
580
590
590
600
610
500
510
520
530
540
550
560
570
580
590
590
600
610
PDE30S635 - PROPOSED DIRECT CONNECTOR
FROM EB IH 30 TO SB IH 635 (40 MPH)
L
L L
L
AT PDE30S635 PGLEX GROUND
EL. 516.21'
B PEB30FR-1 STA 77+11.23,
B PDE30S635 STA 21+31.41=
EL. 518.74'
B PEB635FR STA 1022+49.47,
B PDE30S635 STA 27+47.06=
PROP PDE30S635 PGLPDE30N635 STA 38+91.63, 44.04' RT
STA 17+11.62, EL 554.21'=
BEGIN RAMP PDE30S635 PGL
PDW30S635 STA 36+40.46, 30.00' RT
STA 28+84.83, EL 551.07'=
END RAMP PDE30S635 PGL
VPI STA = 18+25.00
EL = 558.76
(+)4.0
1% (-)0.73%
L = 210.00
K = 44
ex = -1.24'
557.03
558.11
557.49
556.76
556.04
555.31
554.59
553.86
553.14
552.41
551.69
BENT DEPTH2.5' CANTILEVER
VP
T
ST
A 19
+30.00
EL
=558.00
VP
C
ST
A 17
+20.00
EL
=554.55
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' STRADDLE
MI
N.
CL
R.
23'5"
DEPTH 5.50' BRIDGETX-54 GIRDER
6.00' BRIDGE DEPTHSTEEL I-GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER
15+0010+00 20+00 25+00 30+00 35+00 40+00
EXI
ST
EL.
45+00 50+00 55+00 60+00
500
510
520
530
540
550
560
570
580
590
600
610
620
500
510
520
530
540
550
560
570
580
590
PDW30S635 - PROPOSED DIRECT CONNECTOR FROM WB IH 30 TO SB IH 635 (40 MPH)
PR
OP
PD
W30
S635
PG
L
553.8
553.2
552.6
551.5
549.1
546.5
544.5
541.2
539.3
536.8
535.2
534.3
535.8
537.6
529.4
526.4
522.8
527.2
537.4
524.5
517.7
518.8
519.1
518.5
514.8
517.8
519.2
518.6
517.8
518.6
518.4
510.6
527.6
524.2
520.9
519.6
520.0
522.0
525.8
530.4
533.7
537.3
512.1
511.4
510.6
510.9
524.8
529.4
524.3
519.0
513.9
510.0
508.4
508.7
510.4
512.1
VPI STA = 34+00.00
EL = 553.64
(-)3.00% (-)0.50%
L = 200.00
K = 80
ex = 0.62'
VP
C
ST
A 33
+00.00
EL
=556.63
VP
T
ST
A 35
+00.00
EL
=553.14
571.61
568.61
565.62
562.62
559.63
556.63
554.26
PIH30 STA 107+84.51, 111.18' LT
STA 11+81.66, EL 543.64'=
BEGIN RAMP PDW30S635 PGL
VPI STA = 41+50.00
EL = 549.89
(-)0.50% (-)4.11%
L = 200.00
K = 55
ex = -0.90'
VPI STA = 51+45.00
EL = 508.96
(-)4.11% (-)1.00%
L = 200.00
K = 64
ex = 0.78'
VP
C
ST
A 40
+50.00
EL
=550.39
VP
T
ST
A 42
+50.00
EL
=545.77
VP
C
ST
A 50
+45.00
EL
=513.07
VP
T
ST
A 52
+45.00
EL
=507.96
553.14
552.64
552.14
551.64
551.14
550.64
549.91
547.60
543.72
539.60
535.49
531.38
527.26
523.15
519.04
514.92
511.05
508.57
STA 43+88
END BRIDGE
2:1
PROP PDW30S635 PGL
STA 15+32
BEGIN BRIDGE
2:1
PDW30S635 STA 36+40.46, 30.00' RT
STA 28+84.83, EL. 551.07'=
DC RAMP PDE30S635
AT PDW30S635 PGLEX GROUND
VPI STA = 13+25.00
EL = 541.63
(-)1.40% (+)2.8
4%
L = 280.00
K = 66
ex = 1.49'
VPI STA = 25+95.00
EL = 577.75
(+)2.8
4% (-)3.00%
L = 300.00
K = 51
ex = -2.19'
VP
C
ST
A 11
+85.00
EL
=543.59
VP
T
ST
A 14
+65.00
EL
=545.61
VP
C
ST
A 24
+45.00
EL
=573.48
VP
T
ST
A 27
+45.00
EL
=573.26
543.40
542.99
544.09
546.61
549.45
552.30
555.14
557.99
560.83
563.67
566.52
569.36
572.20
574.75
575.55
574.41
571.61
END RAMP PDW30S635 PGL
STA 52+47.02, EL 507.94'=
PIH635 STA 1042+99.87, 100.00' RT
BENT DEPTH2.5' STRADDLE
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
BENT DEPTH2.5' CANTILEVER
L
LB PDW30S635 STA 24+14.18=
B PDS635E30 STA 26+28.90,
EL. 599.84
L
LB PDW30S635 STA 23+60.06=
B PWB635FR-B STA 1018+62.39,
EL. 515.13'
L
L
B PDW30S635 STA 26+23.26=
C PIH635 STA 1016+96.57,
EL. 519.23'
L
L
EL. 515.00'
B PRSEGAL STA 11+67.05,
B PDW30S635 STA 29+63.22=
600
610
620
L
L
B PDW30S635 STA 23+84.16=
C PIH30 STA 96+18.06,
EL. 543.88'16'7"
MI
N.
CL
R.
L
LB PDW30S635 STA 28+72.49=
B PEB30FR-1 STA 83+18.73,
EL. 538.99'
18'6"
MI
N.
CL
R.
16'6"
MI
N.
CL
R.
L
LB PDW30S635 STA 28+57.30=
B PDN635W30 STA 23+35.11,
EL. 596.96
10.00' BRIDGE DEPTH
ASSUME I-GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER
6.00' BRIDGE DEPTHSTEEL I-GIRDER
7.50' BRIDGE DEPTH STEEL I-GIRDER
7.50' BRIDGE DEPTHSTEEL I-GIRDER
DEPTH 5.50' BRIDGETX-54 GIRDER
CONSTRUCTION PHASING
EXISTING RAMP ACCESS DURING
GRADE EXCEEDS 4.00% TO MAINTAIN
15+0010+00 20+00
550
560
570
580
590
600
610
620
630
640
25+00
540
577.0
576.6
577.6
577.8
577.8
579.0
578.8
581.5
577.6
578.7
578.8
578.3
578.1
578.2
579.4
580.6
581.7
582.4
L
L
L
L
C PIH635 STA 812+17.60
C PSHI STA 18+00.70=
L
L
L
L
L
L
L
L
L
L
EXI
ST
EL.
PR
OP
PS
HI
PG
L
16'7"
MI
N.
CL
R.
19'11"
MI
N.
CL
R.
16'8"
MI
N.
CL
R.
16'9"
MI
N.
CL
R.
STA = 13+70.00
EL = 578.07
(+)0.55% (-)5.00%
L = 250.00
K = 45
ex = -1.73'
STA = 18+75.00
EL = 552.82
(-)5.00% (+)5.0
0%
L = 640.00
K = 64
ex = 8.00'
577.14
577.35
575.57
571.57
566.73
563.21
561.26
560.87
562.04
564.78
569.07
EL
=571.82
VP
T
ST
A 14
+95.00
EL
=577.38
VP
C
ST
A 12
+45.00
EL
=568.82
VP
T
ST
A 21
+95.00
EL
=568.82
VP
C
ST
A 15
+55.00
550
560
570
580
590
600
610
620
630
640
540
PSHI - PROPOSED SHILOH ROAD (40 MPH)
HW100 = 575.05
L
L
STA = 24+15.00
EL = 579.82
(+)5.0
0% (+)0.54%
L = 200.00
K = 45
ex = -1.12'
VP
C
ST
A 23
+15.00
EL
=574.82
VP
T
ST
A 25
+15.00
EL
=580.36
574.07
578.27
580.25
L
EL. 606.20'
B PEB635GP STA 812+40.66,
C PSHI STA 17+35.13=
EL. 589.20'
B PREEGAR STA 16+70.87,
C PSHI STA 16+22.41=
EL. 596.54'
B PREXNWH STA 22+61.56,
C PSHI STA 15+79.94=
EL. 593.24'
B PEB635FR STA 811+98.65,
C PSHI STA 15+31.90=
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PS
HI
ST
A 12
+00.00,
EL. 577.14
BE
GI
N
PS
HI
EL. 607.95'
B PWB635GP STA 811+89.79,
C PSHI STA 18+78.08=
EL. 586.25'
B PWB635FR-A STA 813+02.18,
C PSHI STA 20+34.83=
EL. 574.46'
B PSHI2-A STA 13+20.03,
C PSHI STA 23+29.30=
MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PS
HI
ST
A 25
+15.00,
EL. 580.36
EN
D
PS
HI
FL=567.32'
PROP 3-8'x5' MBC
PSHI STA 13+05.85
PROP CULVERT LB5
10+00 15+00 20+00
PGRN - PROPOSED GREENVILLE AVE (40 MPH)
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
EL. 634.31'
B PMRWX75 STA 39+21.54,
C PGRN STA 18+67.56=
EXI
ST
EL.
PR
OP
PG
RN
PG
L
STA 15+33BEGIN BRIDGE
STA 18+45END BRIDGE
604.6
605.8
607.6
607.4
606.6
604.3
595.9
581.9
599.9
602.3
603.4
604.8
605.9
607.2
608.3
STA = 12+55.00
EL = 607.41
(+)1.00% (-)1.50%
L = 120.00
K = 48
ex = -0.37'
STA = 14+50.00
EL = 604.49
(-)1.50% (+)0.75%
L = 150.00
K = 67
ex = 0.42'
STA = 16+75.00
EL = 606.17
(+)0.75% (-)1.68%
L = 150.00
K = 62
ex = -0.45'
VP
C
ST
A 11
+95.00
EL
=606.81
VP
T
ST
A 13
+15.00
EL
=606.51
605.86
606.86
606.71
605.28
604.91
605.61
605.55
604.08
604.17
605.42
EL
=605.61
VP
C
ST
A 13
+75.00
EL
=605.05
VP
T
ST
A 15
+25.00
EL
=605.61
VP
C
ST
A 16
+00.00
STA = 19+25.00
EL = 601.99
(-)1.68% (+)1.25%
L = 200.00
K = 68
ex = 0.73'
VP
C
ST
A 18
+25.00
EL
=603.66
VP
T
ST
A 20
+25.00
EL
=603.24
602.82
602.97
EL. 602.76'
B PWB635FR-A STA 508+78.47,
C PGRN STA 19+10.47=
550
560
570
580
590
600
610
620
630
640
650
620
630
640
650
570
580
590
600
610
550
560
MI
N.
CL
R.
18'6"
17'2"
MI
N.
CL
R.
MI
N.
CL
R.
19'5"
23'9"
MI
N.
CL
R.
EL
=604.92
17
+50.00
VP
T
ST
A PGRN PGLEX GROUND AT
EL. 579.86'
B PEB635GP STA 507+70.07,
C PGRN STA 16+21.38=
EL. 581.44'
C PIH635 STA 507+69.20,
C PGRN STA 16+91.23=
MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
RN
ST
A 22
+02.43,
EL. 605.45
EN
D
PG
RN
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
RN
ST
A 11
+00.00,
EL. 605.86
BE
GI
N
PG
RN
EL. 604.90'
B PEB635FR STA 506+44.10
C PGRN STA 14+51.18=
17'
MI
N.
CL
R.
EL. 579.48
B PWB635GP STA 507+55.77,
C PGRN STA 17+64.14=
EL. 635.92
B PMREE75 STA 46+20.90
C PGRN STA 15+03.86=
6.50' BRIDGE DEPTH
ASSUME I-GIRDER
6.50' BRIDGE DEPTH STEEL I-GIRDER
PABR - PROPOSED ABRAMS RD (40 MPH)
15+00 20+00 25+00
L
L
L
L
L
L
L
L
L
L
EL. 574.23'
C PIH635 STA 538+87.92,
C PABR STA 20+19.06= EL. 572.60'
B PEB635GP STA 539+15.51,
C PABR STA 19+46.85= EL. 573.18'
B PWB635GP STA 538+45.92,
C PABR STA 20+91.27=
PR
OP
PA
BR
PG
L
STA 22+02END BRIDGE
STA 18+36BEGIN BRIDGE
EL. 597.70'
B PWB635FR-A STA 538+98.74,
C PABR STA 22+73.32=
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
STA = 17+70.00
EL = 597.53
(+)1.60%
L = 150.00
K = 67
ex = 0.42'
STA = 20+35.00
EL = 601.77
(+)1.60% (-)2.02%
L = 200.00
K = 55
ex = -0.90'
STA = 22+25.00
EL = 597.94
(-)2.02%
L = 120.00
K = 79
ex = 0.23'
VP
T
ST
A 22
+85.00
EL
=597.64
598.16
599.61
600.83
600.35
598.52
EL
=598.73
VP
T
ST
A 18
+45.00
EL
=599.75
VP
T
ST
A 21
+35.00
EL
=600.17
VP
C
ST
A 19
+35.00
16'8"
MI
N.
CL
R.
PABR PGLEX GROUND AT
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PA
BR
ST
A 15
+75.00,
EL. 597.84
BE
GI
N
PA
BR
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PA
BR
ST
A 26
+80.00,
EL. 595.67
EN
D
PA
BR
EL. 597.89'
B PEB635FR STA 538+66.14
C PABR STA 17+52.09=
EL
=599.15
VP
C
ST
A 21
+65.00
STA = 23+70.00
EL = 597.21
(-)0.50% (+)0.90%
L = 120.00
K = 86
ex = 0.21'
STA = 25+00.00
EL = 598.37
(+)0.90% (-)1.50%
L = 120.00
K = 50
ex = -0.36'
597.56
597.53
598.01
596.87
EL
=597.51
VP
C
ST
A 23
+10.00
EL
=597.75
VP
T
ST
A 24
+30.00
EL
=597.47
VP
T
ST
A 25
+60.00
EL
=597.84
VP
C
ST
A 24
+40.00
7.50' BRIDGE DEPTH
STEEL I-GIRDER
STA = 16+35.00
EL = 598.41
(+)0.94% (-)0.65%
L = 120.00
K = 75
ex = -0.24'
VP
C
ST
A 15
+75.00
EL
=597.84
VP
T
ST
A 16
+95.00
EL
=598.02
598.04
597.99
EL
=598.02
VP
C
ST
A 16
+95.00
17'8"
MI
N.
CL
R.
19'1"
MI
N.
CL
R.
10+00 15+00 20+00 25+00 30+00 35+0015+00 20+00 25+00 30+00
598.5
595.7
593.7
593.9
593.1
590.7
587.5
586.5
585.1
582.6
582.0
568.5
557.9
561.6
580.1
579.2
577.6
574.3
569.9
565.8
562.6
559.0
556.5
555.0
555.8
556.3
L
L
L
L
L
L
L
L
L
EL. 554.37'
C PIH635 STA 551+88.96,
C PFOR STA 22+12.10=
EL. 552.24'
B PWB635GP STA 552+67.28,
C PFOR STA 23+10.43=
EXI
ST
EL.
PR
OP
PF
OR
PG
L
STA 19+79BEGIN BRIDGE
STA 24+53END BRIDGE
L
EL. 583.08'
B PEB635FR STA 547+30.47,
C PFOR STA 18+65.70=
EL. 577.94'
B PWB635FR-A STA 556+10.66,
C PFOR STA 25+34.62=
550
560
570
580
590
600
610
620
630
530
540
530
550
560
570
540
580
590
600
610
620
630
16'7"
MI
N.
CL
R.
EL. 553.92'
B PEB635GP STA 551+17.80,
C PFOR STA 21+21.89=
STA = 15+60.00
EL = 588.27
(-)3.25% (-)1.40%
L = 120.00
K = 65
ex = 0.28'
STA = 17+00.00
EL = 586.31
(-)1.40% (-)2.33%
L = 120.00
K = 130
ex = -0.14'
STA = 18+85.00
EL = 582.01
(-)2.33% (+)1.00%
L = 220.00
K = 66
ex = 0.91'
STA = 21+50.00
EL = 584.66
(+)1.00% (-)1.75%
L = 200.00
K = 73
ex = -0.69'
STA = 26+50.00
EL = 575.91
(-)1.75% (-)4.00%
L = 150.00
K = 67
ex = -0.42'
STA = 30+00.00
EL = 561.91
(-)4.00% (-)3.35%
L = 150.00
K = 231
ex = 0.12'
VP
C
ST
A 15
+00.00
EL
=590.22
VP
T
ST
A 16
+20.00
EL
=587.43
VP
C
ST
A 16
+40.00
EL
=587.15
VP
T
ST
A 17
+60.00
EL
=584.92
VP
C
ST
A 17
+75.00
EL
=584.57
VP
T
ST
A 19
+95.00
EL
=583.11
VP
C
ST
A 25
+75.00
EL
=577.22
VP
T
ST
A 27
+25.00
EL
=572.91
VP
C
ST
A 29
+25.00
EL
=564.91
VP
T
ST
A 30
+75.00
EL
=559.40
590.22
587.74
586.17
584.03
582.84
583.16
583.99
583.62
582.04
580.29
578.54
576.74
573.87
569.91
565.91
562.03
558.56
EL
=582.91
VP
T
ST
A 22
+50.00
EL
=583.66
VP
C
ST
A 20
+50.00
PFOR PGLEX GROUND AT
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PF
OR
ST
A 15
+00.00,
EL. 590.22
BE
GI
N
PF
OR
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PF
OR
ST
A 31
+02.41,
EL. 558.48
EN
D
PF
OR
PFOR - PROPOSED FOREST RD (40 MPH)
9.50' BRIDGE DEPTH
STEEL I-GIRDER
10+00 15+00
(30 MPH)PKIA - PROPOSED KIANA DRIVE
EXI
ST
EL.
PR
OP
PKI
A
PG
L
597.4
597.0
595.4
592.3
590.0
L
L
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
STA = 11+11.69
EL = 581.05
(-)2.00% (+)3.9
0%
L = 220.00
K = 37
ex = 1.62'
STA = 13+60.00
EL = 590.72
(+)3.9
0% (-)1.00%
L = 100.00
K = 20
ex = -0.61'
VP
C
ST
A 10
+01.69
EL
=583.25
VP
T
ST
A 12
+21.69
EL
=585.33
VP
C
ST
A 13
+10.00
EL
=588.77
VP
T
ST
A 14
+10.00
EL
=590.22
583.28
582.57
584.55
588.38
590.29
EL. 583.28'
B PWB635FR-A STA 618+57.51,
C PKIA STA 10+00.00=
BEGIN PKIA
PKIA PGLEX GROUND AT
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PKI
A
ST
A 14
+18.80,
EL. 590.13
EN
D
PKI
A
L
L
EL. 565.47'
B PEB635FR STA 800+92.92,
C PGAR STA 20+17.03=
L
L
EL. 562.52'
B PWB635FR-A STA 804+36.73,
C PGAR STA 24+14.64=
15+0010+00 20+00
550
560
570
580
590
600
610
620
25+00 30+00
520
530
540
587.8
587.6
587.2
586.8
586.0
585.6
585.5
585.8
586.2
586.6
586.8
587.3
587.6
588.1
588.5
588.6
588.5
588.2
587.7
587.2
586.9
586.4
585.8
585.4
L
L
L
L
L
L
EXI
ST
EL.
PR
OP
PG
AR
PG
L
550
560
570
580
590
600
610
620
520
530
540
GARLAND AVE (40 MPH)
PGAR - PROPOSED
PROP PGAR PGL
EL. 624.91'
B PWB635GP STA 802+49.63,
C PGAR STA 22+87.35=
EL. 624.95'
C PIH635 STA 802+39.38,
C PGAR STA 22+35.21=
EL. 623.67'
B PEB635GP STA 802+31.02,
C PGAR STA 21+83.07=
L MA
TC
H
EXI
STI
NG
GR
OU
ND
EL. 585.97
C
PG
AR
ST
A 14
+00.00,
BE
GI
N
PG
AR
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PG
AR
ST
A 32
+26.49,
EL. 585.73
EN
D
PG
AR
STA = 15+15.00
EL = 585.47
(-)0.43% (-)5.00%
L = 210.00
K = 46
ex = -1.20'
STA = 19+00.00
EL = 566.22
(-)5.00% (-)0.82%
L = 350.00
K = 84
ex = 1.83' STA = 25+05.00
EL = 561.28
(-)0.82% (+)4.4
7%
L = 340.00
K = 64
ex = 2.25'
STA = 30+65.00
EL = 586.30
(+)4.4
7% (-)0.35%
L = 220.00
K = 46
ex = -1.32'
VP
C
ST
A 14
+10.00
EL
=585.93
VP
T
ST
A 16
+20.00
EL
=580.22
VP
C
ST
A 29
+55.00
EL
=581.38
VP
T
ST
A 31
+75.00
EL
=585.91
585.97
584.66
581.18
576.22
571.56
568.05
565.74
564.59
563.77
562.95
562.46
563.43
565.96
569.99
574.46
578.93
583.17
585.56
585.83
EL
=574.97
VP
C
ST
A 17
+25.00
EL
=564.79
VP
T
ST
A 20
+75.00
EL
=562.67
VP
C
ST
A 23
+35.00
EL
=568.87
VP
T
ST
A 26
+75.00
15+0010+00 20+00
550
560
570
580
610
620
550
560
570
580
590
600
610
620
630
640
630
640
587.7
588.1
588.7
590.1
590.6
591.8
593.1
EXI
ST
EL.
(+)0.90%
587.68
588.58
589.47
590.37
591.27
592.17
593.07
L
L
L
L
EL. 624.37
B PWB635GP STA 804+51.35
C KCSRR STA 12+32.83=
L
L
L
L
EL. 565.48
B PEB635FR STA 802+96.92
C KCSRR STA 15+08.23=
L
L
EL. 623.50
B PEB635GP STA 804+33.17
C KCSRR STA 13+37.18=
EL. 563.99
B PWB635FR-A STA 806+37.89
C KCSRR STA 11+06.41=
EL. 624.80
C PIH635 STA 804+41.32
C KCSRR STA 12+85.01=
PR
OP
KC
SR
R
PG
L
(+)0.90%
600
590
5.50' BRIDGE DEPTHASSUME TX-54
MI
N.
CL
R.
23'1"
MI
N.
CL
R.
18'9"
MI
N.
CL
R.
21'2"
L MA
TC
H
EXI
STI
NG
TO
P
OF
TR
AC
K
C
KC
SR
R
ST
A 10
+00.00,
EL. 587.68
BE
GI
N
KC
SR
R
PG
L
L MA
TC
H
EXI
STI
NG
TO
P
OF
TR
AC
K
C
KC
SR
R
ST
A 16
+00.00,
EL. 593.07
EN
D
KC
SR
R
PG
L
PROP KCSRR PGL
KCSRR - KCS RAILROAD
18'2"
MI
N.
CL
R.
18'0"
MI
N.
CL
R.
L = 100.00
K = 100
ex = -0.13'
EL = 602.48
STA = 11+50.00
580
590
600
610
620
630
640
650
660
570
560
10+00
580
590
600
610
620
630
640
650
660
570
560
15+00 20+00
601.7
605.2
618.0
626.1
627.2
626.4
605.1
599.5
(+)0.50% (-)0.50%
VP
C
ST
A 11
+00.00
EL
=602.23
VP
T
ST
A 12
+00.00
EL
=602.23
601.73
602.23
602.23
601.73
601.23
600.73
600.23
599.73
L
L
L
L
L
L
EL. 629.83
C PIH635 STA 779+56.47
C PKCSTRL STA 13+37.29=
EL. 629.43
B PWB635FR-A STA 778+35.05
C PKCSTRL STA 10+32.63=
L
L
EL. 623.86
B PREEJUP STA 14+29.82
C PKCSTRL STA 16+04.49=
L
L
EL. 625.63
B PEB635FR-B STA 781+89.52
C PKCSTRL STA 17+11.66=
PR
OP
PK
CS
TR
L
PG
L
BEGIN PKCSTRL PGL
C PKCSTRL STA 10+00.00, EL. 601.73=
CONNECT TO FUTURE SHARED USE
PATHWAY (BY OTHERS)
END PKCSTRL PGL
C PKCSTRL STA 17+65.85, EL. 599.40
CONNECT TO FUTURE SHARED USE
PATHWAY (BY OTHERS)
EXI
ST
EL.
SHARED USE PATH (18 MPH)PKCSTRL - PROPOSED KCS RAILROAD
15+0010+00
570
580
590
600
610
620
630
640
650
660
570
580
590
600
610
620
630
640
650
660
PMCRC-PROPOSED CONNECTION
BETWEEN MCCREE RD AND
WB FRONTAGE ROAD (30 MPH)
670670
599.4
600.4
600.9
20+00
STA = 11+00.00
EL = 598.69
(-)1.00% (+)1.9
8%
L = 120.00
K = 40
ex = 0.45'
VP
C
ST
A 10
+40.00
EL
=599.29
VP
T
ST
A 11
+60.00
EL
=599.87
599.13
600.66
L
L
BEGIN PMCRC PGL
C PPMCRC STA 10+39.58, EL. 559.29'=
MATCH EXISTING GROUND
END PMCRC PGL
C PMCRC STA 12+24.26, EL. 601.14'=
PWB635FR-A STA 787+03.24, 2.00' LT
EXI
ST
EL.
PG
LP
RO
P
PL
BT
RL
PROP PMCRC PGL
TAYLOR H. PERRINE 116960 TAYLOR H. PERRINE 116960
95%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
21 21
AT PSHI PGLEX GROUND
PROP PSHI PGL
PROP PGRN PGL
PROP PABR PGL
PROP PFOR PGL
PROP PKIA PGL
AT PGAR PGLEX GROUND
AT KCSRR PGLEX GROUND
5.50' BRIDGE DEPTHASSUME TX-54
AT PKCSTRL PGLEX GROUND
SHARED USE TRAIL PROFILEPROP PKCSTRL PGL