LP
Billboard
LP
LP
LP
GateGate
Paved Parking
LP
Stock Pile
Inlet
LP
LP
LP
LP
LP
LP
LP
Marker
Marker
Marker LP
LP
LP
LP
LP
LP
LP
LP
LP
Gate
Gate
Inlet
Paved Parking Ramp
Wall
LP
LP
LP
LP
LP
LP
LP
LP
Stock Pile
Wall
LP
LP
Gate
Gate
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
Sig
n
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Paved Parking
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Sign
Sign
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LP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
LP
SGate
Gate
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S
S
Marker
Guard
Rail
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LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
Concrete
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Concrete
Drain
Concrete
Drain
Concrete
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LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
GatesSign
LP
LP
LP
LP
LP
LP
LP
Concrete
Drain
LP
Paved
ParkingSign
Gate
Gate
FH
Concrete
Drain
Guard
Rail
Billboard
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
Gate
Gate
Retaining
Wall
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Wall
Paved
Parking
Paved Parking
LP
LP
Paved
Parking
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Wall
Paved
Parking
Paved
Parking
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Wall
LP
S
LP
LP
LP
FH
S
LP
S
LP
Sign
LP
S
Billboard
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Retaining
Walls
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LP
LP
LP
LP
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oard
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LP
LP
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Gate
Gate
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Parking
Billboard
LP
LP
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LP
LP
LP
LP
LP
FH
LP
S
Sign
Paved
Parking
FH
Riprap
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Wall
Paved
Parking
Paved
Parking
Paved
Parking
S
Gate
LP
LP
LP
LP
LP
MH
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Billboard
LP
Paved
Parking
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Parking
S
Paved
Parking
Paved
Parking
Paved
Parking
LP
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Paved
Parking
Sign
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lboard
LP
LP
Riprap
Wall
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Paved
Parking
Gate
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MH
S
Pool
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LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
GL
Pool
Retaining Wall
Retaining
Wall
GL
GL
GL
GL
GL
Paved
Parking
Paved
Parking
Paved
Parking
Paved
Parking
Retaining
Wall
Guard
Rails
Billboard
Retaining
Wall
Retaining
Wall
LP
LP
Retaining
Wall
Gate
LP
LP
LP
LP
LP
LP
LP
LP
S
Paved Parking
Retaining
Wall
Paved Parking
Billboard
LP
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Pipeline
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Parking
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LP
LP
Approx
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LP
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Slab
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Sign
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Paved Parking
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Gate
LP
LP
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LP
SignRetaining
Wall
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Wall
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Wall
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Walls
A/C
Unit
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Wall
CPCP
CP
CP
CPCP
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FH
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SNSN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
SN
LP
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Dense Woods
Dense Woods
Dense Woods
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N. HAMPTON1400
CONC.
Overhead Sign
PB
1.219 CLF
Marker
Marker
LP
LP
LP
LP
LP
LP
PP
PP
PP
PP P
P
P
P
P P
P
P
P
P
PP
P
P
P
P
P
P
P
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
PP
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
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P
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P
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P
P
P
P
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P
P
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P
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ELEC RISER
FH
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MH
MH
WV
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SH SH SH
SHSH
SH
406m
m W
W
ES
MT
.
406mm DIP W
406mm DIP W
ES
MT
.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
406m
m W
MH
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSMH
SSMH
SS
SS
SS
SS
SS
SS
SS
SS
254m
m S
S
254m
m S
S
254m
m S
S
203mm SS
203mm
SS
203mm
SS
203mm
SS
SSMH
SSMH
SSMH
SSMH
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
203mm SS
203mm SS
SS
SSM
H
SSM
H
254mm SS
SS
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
TFP
UG T
UG T
UG T
UG T
UG T
UG T
UG T
UG T
UG T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFO FO
FO
FOFO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OH CABLE
OH CABLE
OH CABLE
SWBT FIBER OPTIC
GM
GMH
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
51m
m G
51mm G
51mm G
51mm G
51mm G
G
G
G
G
G
G
G
G
G
G
UG PUG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P
UG PUG P
UG P
UG P
UG PUG P
UG PUG P
UG P
UG P
UG P
UG
P
UG
P
UG PUG P UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG
P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P UG P UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P
UG PUG P
UG PUG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG
P
UG
P
UG
P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P UG PUG P
UG PUG P
UG PUG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P
UG P
UG P
UG P
UG PUG P
UG PUG P
UG P
UG P
UG P
UG P
UG PUG P
UG P
UG P
UG P
UG P
UG P
UG PUG PUG P
UG PUG P
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UG PUG P
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P
P
P
P
P
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P
P
P
P
P
P
P
P
P
UG P
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UG PUG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG PUG P
UG PUG P
UG P
UG P
UG P
UG P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG P
UG P
UG P
UG P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG
P
UG P
UG P
UG
P
UG
P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
UG P
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PB
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UG P
UG P
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UG
P
UG
P
UG
P
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P
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P
UG
P
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P
UG
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UG
P
UG
P
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P
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P
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P
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UG P
UG
P
UG
P
UG P
UG P
UG P
UG
P
UG
P
UG
P
UG
P
UG P
UG P
6~100mm DIA
ELEC. VAULT
YIELD
SIGN
ELEC
VAULT
LP LP
LP
LP
762mmCIP
GG
Abandoned
GMH
203mm W
Abandoned S
S
203m
m W
0.152m
m S
S
SS
203mm
SS
508m
mW
CO
WM
P
P
P
WM
FH
WALL
W 7
62mm
CIP
IN A
1524m
m R
CP
DECK
DRAIN
P
P
DECK
DRAIN
LP
LP
Gate
Inlet
Inlet
Sign
Sign
Sign
Loading Dock
Scale
P
P
Paved Parking
Approx
Riprap
LP
Riprap
Inlet
Inlet
Bil
lboard
FH
Inlet
Outlet
Culvert
Inlet
Outlet
Gap
Gate
Stock PileStock Pile
Inlet
TFP
LP
Concrete Drain
LP
Concrete Drain
FH
Inlet
Outlet
InletInlet
Inlet
Inlet
Stock Piles
LP
LP
LP
LP
Culvert
Inlet
Inlet
Guard
Rail
CPCP
PB
Inlet
CP
Inlet
Inlet
Inlet
Inlet
Culvert
Inlet
Dense Woods
Dense Woods
Dense Woods
Dense Woods
LP
LP
LP
LP
LP
FH
PB
TS
TS
TS
TS
EJCT
PB
TS
PB
EJCTPB
PB
TS
TS
TEL. MH
WM
FH
W
W
W
W
W
W
WW
W
W
203m
m G
GW
FH
W
W
W
W
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GMH
PB
TMH
TMH
GMH
1219m
m W
W M
AIN
203m
m C
I W
W M
AIN
SS
203mm SS
CONC. VAULT203mm SS
305m
m S
S
305mm SS
305m
m S
S
305mm W
305m
m W
305mm W
SS
203m
m S
S
305mm W
305m
m W
305m
m W
SSMH
SSMH
OH P
OH
P
OH
P
OH
P
P&
T
OH
P
OH P
OH P
OH P
OH P
OH P
T
T
T
4064mm DIP W
SSMH
WM
W
W
W
W
W
WW
WWWW
W
W
203m
m G
G
G
G
G
G
G
G
AERIAL CABLESAERIAL CABLES
AERIAL CABLES
AERIAL CABLES
AE
RIA
L C
AB
LE
S
FO
P&
T
P&
T
PB
P
P
UG P
UG P
UG P
UG P
UG P
1385+00
1390+00
1395+00
1400+00
1405+00
1410+00
1415+00
1420+00
PC
Sta
. 1424+
78.4
0
1425+00
1430+00 1435+00
1440+00
PT
Sta
. 1441+
73.3
8
1445+00
1450+00
1455+00
1460+00
PC
S
ta. 1462+
99.6
8
1465+00
PC
C S
ta. 1466+
06.3
4
1470+00
1475+00
1480+00
1485+00
1219m
m R
CP
LEGEND
EXISTING R.O.W.
HOV WISHBONE RAMPS PROPOSED RETAINING WALL
PROPOSED CTB
EXISTING OR UNDER CONSTRUCTION
RETAINING WALL
HOV / MANAGED LANES
NEW BRIDGE / BRIDGE WIDENING PROPOSED PYLONS OR CONES
DIRECTIONAL ARROWPROP. RAMP / RAMP RECONSTRUCTION
FUTURE PROP. FRONTAGE ROAD
NEW PAVEMENT/PAVEMENT WIDENING
EXISTING OR UNDER CONSTRUCTION
MAIN LANES AND RAMPS
EXISTING OR UNDER CONSTRUCTION IH 30 BRIDGES
2-36" (900 mm)
FL = 488.13 AT C/L IH 30
= 502.74 AT INFLOW
1-42" (1067 mm)
FL = 489.11 AT C/L IH 30
= 509.01 AT INFLOW1-36" (900 mm)
FL = 492.00 AT C/L IH 30
= 509.01 AT INFLOW
2-42" (1050 mm)
FL = 507.74 AT C/L IH 30
= 508.04 AT INFLOW
1-72" (1800mm)
FL = 443.20 AT C/L IH 30
= 445.12 AT INFLOW
STA = 1391+99.65
EL = 524.55’
(+)0.5001 % (+)1.4500 %
L = 229.71’
K = 242
ex = 0.27’
STA = 1404+03.53
EL = 542.00’
(+)1.4500 % (-)0.8584 %
L = 1,148.29’
K = 497
ex = -3.31’
STA = 1418+30.71
EL = 529.75’
(-)0.8584 % (+)0.4922 %
L = 295.30’
K = 219
ex = 0.50’
STA = 1427+98.56
EL = 534.51’
(+)0.4922 % (-)2.6000 %
L = 1,049.92’
K = 340
ex = -4.06’
STA = 1438+81.24
EL = 506.37’
(-)2.6000 %(-)0.5899 %
L = 393.70’
K = 196
ex = 0.99’
STA = 1454+06.83
EL = 497.37’
(-)0.5899 % (-)1.8483 %
L = 623.36’
K = 495
ex = -0.98’
STA = 1467+02.76
EL = 473.41’
(-)1.8483 %(-)2.2160 %
L = 229.76’
K = 625
ex = -0.11’
VP
T 1
38
4+
18
.48
EL
. =
52
0.6
4’
VP
C 1
390+
84.8
0 E
L. =
523.9
7’
VP
T 1
39
3+
14
.51
EL
. =
52
6.2
1’
VP
C 1
39
8+
29
.38
EL
. =
53
3.6
8’
VP
T 1
40
9+
77
.67
EL
. =
53
7.0
7’
VP
C 1
42
2+
73
.60
EL
. =
53
1.9
3’
VP
T 1
433+
23.5
2 E
L. =
520.8
7’
VP
C 1
43
6+
84
.39
EL
. =
51
1.4
8’
VP
T 1
440+
78.0
9 E
L. =
505.2
0’
VP
C 1
45
0+
95
.15
EL
. =
49
9.2
0’
VP
T 1
45
7+
18
.51
EL
. =
49
1.6
0’
VP
C 1
465+
87.8
8 E
L. =
475.5
4’
VP
T 1
46
8+
17
.64
EL
. =
47
0.8
7’
VP
C 1
48
0+
47
.87
EL
. =
44
3.6
0’
VP
C 1
416+
83.0
6
EL
. =
53
1.0
2’
VP
T 1
419+
78.3
6
EL
. =
530.4
8’
MIN
CL
EA
RA
NC
E =
16
’-6
"
MIN
CL
EA
RA
NC
E =
16
’-6
"
DALLAS DISTRICT
N
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T C
O.
RO
CK
WA
LL
CO
.K
AU
FM
AN
CO
.
DALLAS
190
190
161
161
161
161
COPPELL
ADDISON
FARMERS BRANCH
RICHARDSON
BUCKINGHAM
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTER
WILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARKUNIVERSITY
121
635
114
310
635
348354
482
183
356
12
183
356
183
30
80
366
354
303
20
1382
408 12
67
20
1382
67
1382
342
20
342
45
45
45
12
45
175
352
30
12
20
635
20
352
80
30
372
66
78
75
5
635
244
12
75
289
12
635
30
80
289
78
175
175
310
180
114
35E
35E
35E
35E
421SCALE 0 MILE6
30
30
3030
3030
DATE:
C O N S U L T I N G E N G I N E E R S
BRIDGEFARMER & ASSOCIATES, INC.
DATE APPROVED DATE SUBMITTED
DATE REVISED
c 2006 BY
TEXAS DEPARTMENT OF TRANSPORTATION;
ALL RIGHTS RESERVED
DESIGN SCHEMATIC
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES.
L
L
1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,
SUITE 400
D A L L A S , T E X A S 7 5 2 4 3
TEL: (972) 231-8800 FAX: (972) 231-5900
BEGIN PROJECT
C IH 30 STA 763+50.00
CSJ NO. 1068-02-120
END PROJECT
C IH 30 STA 1582+68.36
CSJ NO. 1068-04-116
Scale : Horizontal 1’ = 200’
WILLIAM L. HALE, P.E. DISTRICT ENGINEER
SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
Average Daily Traffic 2007 (2025)
HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY
198,373 (214,801)
195,488 (209,078)
215,611 (215,658)
194,348 (202,241)
170,903 (184,188)
182,799 (195,659)
NW 19TH ST TO BELTLINE RD:
BELTLINE RD TO MacARTHUR BLVD:
MacARTHUR BLVD TO LOOP 12:
LOOP 12 TO WESTMORELAND:
WESTMORELAND TO HAMPTON RD:
HAMPTON RD. TO DOWNTOWN:
L
END PROJECT
CSJ NO. 1068-02-120
BEGIN PROJECT
CSJ NO. 1068-04-126
C IH 30 STA 889+00.00
PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.
IH-30 MANAGED LANES (INTERSTATE)
DATE:
PRENTISS REVES, EIT
TX. EIT 26613
DANNY L. KAHLER, PE
TX. PE 89746
Dallas And Tarrant County
L
END PROJECT
CSJ NO. 1068-04-126
BEGIN PROJECT
CSJ NO. 1068-04-116
C IH 30 STA 1531+00.00
Design Speed : 60 mph (Main line and HOV)
50 mph (HOV Ramps and Trinity River Bridge)
45 mph (Ramps)
Project Length : 13.14 miles
MANAGED LANE PROJECT
CONTROLLING CSJ: 1068-04-126 (IH 30)
FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS
CSJ: 1068-02-120 (IH 30)
FROM BALLPARK WAY TO DALLAS COUNTY LINE
THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT
CSJ: 1068-04-116 (IH 30)
FROM EAST OF SYLVAN AVE TO IH 35E
SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT
CONTROLLING CSJ: 0009-11-181 (IH 30)
FROM IH 45 TO IH 35E
MAY 2006
DALLAS COUNTY
5/18/06 5/18/06
DALLAS DISTRICT
N
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T C
O.
RO
CK
WA
LL
CO
.K
AU
FM
AN
CO
.
DALLAS
190
190
161
161
161
161
COPPELL
ADDISON
FARMERS BRANCH
RICHARDSON
BUCKINGHAM
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTER
WILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARKUNIVERSITY
121
635
114
310
635
348354
482
183
356
12
183
356
183
30
80
366
354
303
20
1382
408 12
67
20
1382
67
1382
342
20
342
45
45
45
12
45
175
352
30
12
20
635
20
352
80
30
372
66
78
75
5
635
244
12
75
289
12
635
30
80
289
78
175
175
310
180
114
35E
35E
35E
35E
421SCALE 0 MILE6
30
30
3030
3030
DATE:
C O N S U L T I N G E N G I N E E R S
BRIDGEFARMER & ASSOCIATES, INC.
DATE APPROVED DATE SUBMITTED
DATE REVISED
c 2006 BY
TEXAS DEPARTMENT OF TRANSPORTATION;
ALL RIGHTS RESERVED
DESIGN SCHEMATIC
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES.
L
L
1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,
SUITE 400
D A L L A S , T E X A S 7 5 2 4 3
TEL: (972) 231-8800 FAX: (972) 231-5900
BEGIN PROJECT
C IH 30 STA 763+50.00
CSJ NO. 1068-02-120
END PROJECT
C IH 30 STA 1582+68.36
CSJ NO. 1068-04-116
Scale : Horizontal 1’ = 200’
WILLIAM L. HALE, P.E. DISTRICT ENGINEER
SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
Average Daily Traffic 2007 (2025)
HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY
198,373 (214,801)
195,488 (209,078)
215,611 (215,658)
194,348 (202,241)
170,903 (184,188)
182,799 (195,659)
NW 19TH ST TO BELTLINE RD:
BELTLINE RD TO MacARTHUR BLVD:
MacARTHUR BLVD TO LOOP 12:
LOOP 12 TO WESTMORELAND:
WESTMORELAND TO HAMPTON RD:
HAMPTON RD. TO DOWNTOWN:
L
END PROJECT
CSJ NO. 1068-02-120
BEGIN PROJECT
CSJ NO. 1068-04-126
C IH 30 STA 889+00.00
PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.
IH-30 MANAGED LANES (INTERSTATE)
DATE:
PRENTISS REVES, EIT
TX. EIT 26613
DANNY L. KAHLER, PE
TX. PE 89746
Dallas And Tarrant County
L
END PROJECT
CSJ NO. 1068-04-126
BEGIN PROJECT
CSJ NO. 1068-04-116
C IH 30 STA 1531+00.00
Design Speed : 60 mph (Main line and HOV)
50 mph (HOV Ramps and Trinity River Bridge)
45 mph (Ramps)
Project Length : 13.14 miles
MANAGED LANE PROJECT
CONTROLLING CSJ: 1068-04-126 (IH 30)
FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS
CSJ: 1068-02-120 (IH 30)
FROM BALLPARK WAY TO DALLAS COUNTY LINE
THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT
CSJ: 1068-04-116 (IH 30)
FROM EAST OF SYLVAN AVE TO IH 35E
SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT
CONTROLLING CSJ: 0009-11-181 (IH 30)
FROM IH 45 TO IH 35E
MAY 2006
DALLAS COUNTY
5/18/06 5/18/06
1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00
521.0
5
52
1.5
5
52
2.0
5
52
2.5
5
52
3.0
5
52
3.5
5
52
4.0
5
524.8
2
52
6.0
0
527.4
5
528.9
0
53
0.3
5
531.8
0
53
3.2
5
53
4.6
5
53
5.8
6
536.8
6
537.6
7
538.2
7
53
8.6
8
53
8.8
8
53
8.8
8
53
8.6
8
53
8.2
8
53
7.6
8
53
6.8
8
536.0
2
535.1
6
53
4.3
1
533.4
5
53
2.5
9
53
1.7
3
53
0.8
8
53
0.3
3
53
0.2
3
53
0.5
8
531.0
8
53
1.5
7
53
2.0
5
53
2.3
2
53
2.2
9
53
1.9
7
53
1.3
5
53
0.4
4
52
9.2
4
52
7.7
4
52
5.9
4
52
3.8
5
521.4
7
51
8.8
8
516.2
8
513.6
8
51
1.0
8
50
8.8
2
507.0
6
50
5.8
2
505.0
7
50
4.4
8
50
3.9
0
503.3
1
50
2.7
2
502.1
3
501.5
4
50
0.9
5
50
0.3
6
49
9.7
7
499.1
8
498.4
8
497.5
7
49
6.4
7
495.1
6
493.6
5
491.9
4
49
0.1
0
488.2
5
48
6.4
0
484.5
5
482.7
1
48
0.8
6
479.0
1
477.1
6
475.3
1
473.3
6
47
1.2
6
469.0
4
466.8
3
464.6
1
46
2.3
9
460.1
8
45
7.9
6
455.7
5
453.5
3
451.3
1
449.1
0
446.8
8
44
4.6
7
442.5
1
FORT W
ORTH
AV
ENU
E
PO
ST
AL
WA
Y
WE
ST
MO
RE
LA
ND
HA
MP
TO
N R
OA
D
IH 30
MA
TC
H L
INE
ST
A 1
481+
00 C
SJ: 1
068-0
4-1
26
MA
TC
H L
IN
E S
TA
1384+
00 C
SJ:
1068-04-126
1384+00 1481+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
EXISTING 2-36"
(900 mm) CULVERT
EXISTING 1-42" & 1- 36"
(1067 mm) & (900 mm) CULVERT
EXISTING 2-42"
(1050 mm) CULVERT
TO DALLASTO FORT WORTH
EXISTING ROW
EXISTING ROW
WE
ST
MO
RE
LA
ND
PO
ST
AL
WA
Y
EXIST. OR UNDER CONSTRUCTION
PROFILE GRADE LINE
HA
MP
TO
N R
OA
D
LO
OP
R
AM
P
FO
RT
WO
RT
H A
VE
NU
E
0
SCALE: 1" = 200’
100 50 100 200
IH 30
* SEE PLANS FOR AUX. LANE LIMITS.
VARIES PGL
VARIES
9.84’
3.0 m
SHLDR.
PROPOSED TYPICAL SECTION
STA. 1351+00.00 TO STA. 1525+59.00
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
10.83’
3.3 m
EXIST. ROW VARIES
11.81’
3.6 m
AUX. *
11.81’
3.6 m
AUX. *
10.84’
3.3 m
10.83’
3.3 m
3.94’ (1.2m) typ
2.13’ (0.65m) min
3.94’ (1.2m) typ
2.13’ (0.65m) min
2.95’ (0.9m) typ
2.13’ (0.65m) min
2.95’ (0.9m) typ
2.13’ (0.65m) min
RECONSTRUCT BRIDGESUBSTRUCTURE TO ALLOWTWO MANAGED LANES
RECONSTRUCT BRIDGESUBSTRUCTURE TO ALLOWTWO MANAGED LANES
ROLL 8 OF 11 ROLL 8 OF 11
9.84’
3.0 m
SHLDR.
PROPOSED INVENTORY
GANTRY
* SEE PLANS FOR AUX. LANE LIMITS.
5.06’12.00’ 6.00’
VARIES
6.00’
PGL
VARIES
9.84’
3.0 m
SHLDR.
9.84’
3.0 m
SHLDR.
VARIES
17.06’ MIN
5.2 m MIN.
MEDIAN
17.06’
5.2 m
MEDIAN
59.06’ OR 55.12’ (18.0 OR 16.8 m)
47.24’ OR 43.31’ (14.4 OR 13.2 m)
WB TRAFFIC LANES
59.06’ OR 55.12’ (18.0 OR 16.8 m)
47.24’ OR 43.31’ (14.4 OR 13.2 m)
EB TRAFFIC LANES
5.06’
MIN.
EXISTING TYPICAL SECTION
STA. 1295+00.00 TO STA. 1525+59.00
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
11.81’
3.6 m
EXIST. ROW VARIES
11.81’
3.6 m
AUX. *
11.81’
3.6 m
AUX. *
PROFILE IS NOT INTENDED FOR DESIGN
PURPOSES. PROFILE WAS OBTAINED FROM
PREVIOUS PLANS AND IS INTENDED TO
SHOW THE CHARACTERISTICS OF WHAT
HAS ALREADY BEEN BUILT
C IH-30L
C IH-30L
PROPOSED
INVENTORY GANTRY
MIN
CL
EA
RA
NC
E =
16’-
6"
REFER TO SHEET 11 OF
11 FOR CURVE DATA
SCHCL3-12
SCHCL3-13SCHCL3-14
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