north tarrant express segment 3a preliminary...
TRANSCRIPT
AECOM Technical Services Inc.- 3580
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
ROADWAY
2-13
SPUR 280 PLAN
PROJECT LOCATION
Location / Key Map
RA
IL
RO
AD
NO
RT
HE
RN
FORT
WORTH
MEACHAM
AIRPORT
RY
MANGHAM
AIRPORT
NO
RT
HE
RN
UNION
170
170
180180
180
1220
1220
718
81
287
81
287
287
81
156
377
156
156
377
1709
1709
1709
1938
26
114
114
114
121
121
114
26
1886
199
820
820
183
199
1220
820
199
1220
1220
199
1886
183
183
199
820
30
121
35W
287
156
820
35W
287
81
183
183
377
81
287
347
280
156 377
820
81
183
81
30
10
121
121
121
183
121183
820
26
26
1938
3029
820
26
183
474
820
26
820
474
121
157
157
157
157
30
820 20
183
465
30
37730
377
820
20
820
183
2871
731
377
20
820
820
303
820
820
287
303
20
20 287
303
157
20
157
157
20
B287
P
L
B114
B287
P
580
580
82020
P
35W
1938
3029
10
SA
NT
A F
E
SA
NT
A F
E
DA
RT (SSW
)
3029
B287
P
199
347
1938
377
121
183
121
3030
287
180
157
157157
303
180
81
287
UN
ION
114
377
UP
RR
156
114377
114
B N
S
F
377
114
20
180
FORTWORTH
PELICAN
ISLAND
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARK
VILLAGE
WESTWORTH
VILLAGE
LAKE
WORTH
NEWARKROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY DENTON COUNTY
TARRANT COUNTY
HICKS
AIRFIELD
BU
RL
IN
GT
ON
UN
IO
N
GOODE
AIRPORT
UP
RR
PA
CIF
IC
RA
ILR
OA
D
RA
ILR
OA
D
NO
RT
HE
RN
BU
RL
IN
GT
ON
UN
ION
UP
RR
RA
IL T
RA
N
(RLTN)
RAILTRAN
UN
ION
PA
CIF
IC R
AIL
RO
AD
UP
RR U
P RR
PACIFICRAILROAD
PA
CIF
IC
RA
IL
RO
AD
CT
RL
RA
IL
RO
AD
BU
RL
IN
GT
ON
UP RR
PACIFIC
RAILROAD
360
B287
P
B287
P
30
377
287
35W
20
820
82020
287
35W
B287
P
3479
3479
B287
P
30
C
P
P
PAC
IFIC
RA
ILRO
AD
BU
RL
IN
GT
ON
NO
RT
HE
RN
SA
NT
A F
E
UNION
CO
RP
(RLTN
)
DA
LLAS
AREA
RAPID
(DA
RT
)
DALLAS
AREA
RAPID
TR
AN
SIT
(DA
RT
)
BN
SF
DA
RT
BN
SF
CO
RP
SA
NT
A F
E
CO
RP
BN
SF
BN
SF
LIN
K
DA
RT
(SSW
)
TRAN
SIT
UPR
R
CTRL
CO
RP
UP
RR
UPRR
BN
SF
UNION
UN
IO
N
PA
CIFIC
RA
IL
RO
AD
BN
SF
UP
RR
PLANT 4
AIR FORCE
CARSWELL STATION/
JOINT RESERVE BASE
35W35W
B287
P
ARLINGTON
MUNICIPAL
AIRPORT
BN
RR
3433
PA
CIF
IC
RA
ILR
OA
D
114
FORT WORTH
ALLIANCE
AIRPORT170
118
156
287
287
287
199TEXAS
199TEXAS
170TEXAS
114TEXAS
114TEXAS
HALTOM
CITY
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
WHITE
SETTLEMENT
SAGINAW
BLUE MOUND
WATAUGA
BEDFORDHURST
RICHLAND
HILLS
BENBROOK
WESTOVER
HILLS
FOREST HILLEDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
NORTH
RICHLAND
HILLS
MARSHALL
CREEK
WESTLAKE
121TEXAS
287
170TEXAS
114TEXAS
183
183
183
10
377
303
B287
B287
508
180
199TEXAS
287
114TEXAS
BN
SF
UN
IO
N P
AC
IF
IC
UPR
R
BN
SF
377
157
820
820
35W
30 30
20
82035W
820820
3030
20
121TEXAS
14
IH 35W PLAN
NOTES:
ROADWAY
70 MPH
55 MPH
70 MPH
55 MPH
40 MPH
50 MPH
40 MPH
25 MPH
GENERAL PURPOSE (BEG. UNTIL STA. 932+00).....
GENERAL PURPOSE (STA. 932+00 TO SOUTHERNMOST CONSTRUCTION LIMIT).............
MANAGED LANES (BEG. UNTIL STA. 932+00).......
MANAGED LANES (STA. 932+00 TO SOUTHERNMOST CONSTRUCTION LIMIT).............
FRONTAGE ROADS...............................
RAMPS/COLLECTORS.............................
CROSS (CITY) STREET (INCLUDING SPUR 280).....
LOOP RAMP....................................
DESIGNSPEED
COLLECTOR DISTRIBUTOR........................
1.
2.
35 MPH *
* AS PER THE NORTH TARRANT EXPRESS SEGMENT 3A AND
3B BOOK 2 TABLE 11-1, NOTE 17.
ALL DESIGN VALUES HAVE BEEN MET PER THE
REQUIREMENTS OF THE NORTH TARRANT EXPRESS MDP CDA
GEOMETRIC DESIGN CRITERIA INCLUDING THE NOTES OF
GEOMETRIC DEVIATIONS WITHIN THE SAME DOCUMENT,
ALONG WITH ALL THE RFI’S SUBMITTED TO TxDOT DURING
THE MASTER DEVELOPMENT AGREEMENT FOR THIS SEGMENT,
FACILITY AGREEMENT BOOK 2
THE PROPOSAL SCHEMATICS ARE PRELIMINARY AND SUBJECT TO CHANGE. THE
LOCATION OF ALL BRIDGE BENTS AND ABUTMENTS IS PRELIMINARY AND SUBJECT
TO MODIFICATION DURING DETAIL DESIGN PHASE. ALL MODIFICATIONS WILL BE
WITHIN THE STRUCTURAL REQUIREMENTS STATED ON CDA FOR BOOK 2. THE
LOCATION OF ALL RETAINING WALLS IS PRELIMINARY AND SUBJECT TO
MODIFICATION DURING DETAIL DESIGN PHASE.
IN ORDER TO REDUCE CONSTRUCTION COSTS AT THE INTERSECTION OF SH 121 AND
IH35W ON SEGMENT 3A, THE INTERIM GENERAL PURPOSE LANES ON IH-35 SOUTH OF
STA. 898+00 WILL MAINTAIN THE EXISTING VERTICAL ALIGNMENT. THE INTERIM
GENERAL PURPOSE LANES SOUTH OF STA. 862+20, INCLUDING STRUCTURES, WILL
HAVE TO BE DEMOLISHED IN ORDER TO BUILD THE ULTIMATE GENERAL PURPOSE
LANES COMPATIBLE WITH THE TxDOT SCHEMATICS FOR ENVIRONMENTAL APPROVAL.
NORTH TARRANT EXPRESS
SEGMENT 3A
PRELIMINARY MANDATORY SCHEMATIC
September 20, 2012
3. ALL TAPER/MERGE LENGTHS MEET BOOK 2 DESIGN REQUIREMENTS
LP
Slab MH
LP
LP
LP
LP LP LP
LP
LP
LP
Retaining Wall
LP
LP
LP
LP LP
LP LP
LP
SS
Sign
Inlet
Obscured Area
TFP
Billboard
TFP
LP
Inlet
Inlet
LP
Obscured Area
LP
MH
LP
FH
Slab
S
Sign
Obscured Area
Slab
Paved Parking
Gate
Paved Parking
SlabsSlabs
27
34
614.6
28
07
609.2
80
02
607.0
5C
P D
5/8
" C
IR
S
80
03
611.2
7C
P D
5/8
" C
IR
S
Signs
Sign
Gate
Gate
Gate
Sign
Playground
Culvert
Billboard
Riprap
Riprap
Riprap
Riprap
RiprapRiprap
Riprap
Riprap
Riprap
Riprap
Riprap
Earthen Dam
Earthen Dam
Culvert
Sign
Slab
Posts
Gas Filler Caps
SlabSlab
Slab
Slab
Inlet
InletSign
Inlet
Inlet
Inlet
S
Sla
b
Slab
Inlet
Earthen Dam
Earthen Dam
Inlet
Inlet
Inlet
Sla
b Pool
Sign
Sign
Sign
Slab
Inlet
Inlet
Inlet
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Slab
SlabS
lab
Slab
Slab
Slab
Slab
Slab
SlabS
lab
Slab
Slab
Slab
Inlet
Inlet
Gas Filler Caps
InletInlet
S
S
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Culvert
Inlet
Inlet
LP
LP
LP
LP
LP LP LP
LP LP
LP
MH
MH
LP
LP LP
LP
LP
MH
MH
FP
LP
LP
LP
LP
LP
LP
MH
MH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
LP LP
LP LP
LP
LP
FH
TL LP
TL
TL LP
LP LP
LP
LP
LP
LP
LP
MH
LP
LP
MH
MH
LP
LP
LP
LP
LP
LP
TL
TL LP
TL
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
FH
MH
MH
MH
TL
TL
LP
MH
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
PavedParking
73
3
608.7
734
624.2
15+
00
20+
00
35W-ML
35FRS1
35FRN1
ME
AC
HA
M
675+00 680+00
675+00 680+00
660+00 665+00 670+00 675+00 680+00
S 0%%d 08’ 17" W
660+00 665+00 670+00 675+00 680+00
660+00 665+00 670+00 675+00 680+00
S 0%%d 08’ 17" W
S 0%%d 08’ 17" W
2
2
2
4
3
3 33
2
1
BEGIN BRIDGE
[ 35WML STA 672+97.00
201
241
240
BEGIN BRIDGE
| 35WSB STA 672+97.00
END BRIDGE
| 35WSB STA 676+03.00
BEGIN BRIDGE
| 35WNB STA 672+99.00
END BRIDGE
| 35WNB STA 676+05.00
WALL RWN01
WALL RWS01A
WALL RW02A
WALL RWN02
WALL RWS02
BEGIN CONSTRUCTION
[ 35WML STA 672+50
BEGIN CONSTRUCTION
SB FRONTAGE ROAD
| 35FRS1 STA 676+05.44
BEGIN CONSTRUCTION
NB FRONTAGE ROAD
| 35FRN1 STA 672+88.56
END BRIDGE
[ 35WML STA 676+02.00
[ 35WML STA 674+48.46=
[ MEACHAM STA 16+26.72
WALL RW01A
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
0:4
4 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
1.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 684+
00
SHEET 1 OF 14
SEG3A
MA
TC
H L
IN
E S
TA
. 660+
00
INTERCHANGE
2
LP
TFP
Sign
LP
FP
FP
FP
LP
LP
LP
LP
LP
Transmission Line Towers
Transmission Line Towers
Culvert LP
LP
LP Posts
InletInlet
Inlet
LP LP
FH Inlet
S
S
S
Inlet
Slab
Pool
LP
Posts
Posts
LP
LP
LP
Slab
A/C Units
A/C Unit
LP
Inlet
LP
LP
LP
LP
LP
LP
Sign Gate
Obscured Area
LP
Inlet
Inlet
Inlet
FH
LP
S
Slab
Paved Parking
Paved Parking
Paved Parking
Paved
Parking
Satellite
Dishes
Paved
Parking
Culvert
Area Under Construction
LP LP LP
LP
LP
LP
LP
FH
LP
LP
FH
LP
FH
LP
S S S S
S
S
S
S
LP
LP
LP
LP
FH
LP
LP
InletS S
S
S
S
S
LP LP LP
Area Under Construction
MH
LP
LP
Billboard
LP
LP LP
LP
Inlet
Inlet
Stock Pile
TFP
Slab
SlabSlab
Sign
Inlet
TFP
TFP
Guard Posts
Slab
LP
Paved Parking
Paved Parking
Paved Parking
Inlets
MH
LP
LP
LP
LP
LP
LP
LP
FH
Inlet
Inlet
S
Gate
Slabs
Area Under Construction
Sign
1200
617.7
1300
611.0
1301
623.3
1401
615.4
MLN-GP20+00
10+00
15+00 25+00
30+00680+00
685+00
690+00695+00
700+00
705+00
685+00
690+00
685+00
690+00695+00 700+00
705+00
685+00
690+00
695+00 700+00
705+00
685+00
690+00695+00
700+00
705+00
695+00700+00
705+00
GP-MLS
20+0015+0010+00
25+0030+00
10+0015+00
20+00
10+00
15+00
3
1
1
2
2
2
1
3
3
2
2
2
2
2
C1407
0^ 29’ 52.02"
C1307
0^ 30’ 8.05"
MLN-GP-1
2^ 0’ 0.00"
MLN-GP-2
1^ 0’ 0.00" MLN-GP-3
0^ 29’ 39.35"
202
203
35WINTERSTATE
BEGIN BRIDGE
| MLN-GP STA 29+00.00
WALL RWN02
WALL RWS02 WALL RWS03
WALL RWN03
WALL RWN04
WALL RWN02A
WALL RWS04
WALL RWS02AWALL RW02B
WALL RWS03
T
WALL RWS32
CONNECT PROPOSED
8’ X 4’ TO EXISTING
8’ X 4’
EXISTING
BOX CULVERT
TO BE REMOVED
C501
2^ 0’ 0.00"
WALL RW04A
GP-MLS-6
D=2^43’42.13"
MB-35S-3
D=1^00’00.00"
GP-MLS-1
D=2^00’00.00"
GP-MLS-2
D=1^00’00.00"
GP-MLS-3
D=1^00’00.00"
GP-MLS-4
D=2^00’00.00"
GP-MLS-5
D=2^00’00.00"
35S-UTRN-1
D=2^00’00.00"
MB-35S-2
D=2^00’00.00"
BEGIN BRIDGE
| MB-35S STA 13+14.04
BEGIN BRIDGE
| MB-35S STA 21+60.00
WALL RWMB02
WALL RWMB01
WALL RWMB03
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
0:4
9 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
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a an
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b)\seg
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terim
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3
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lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
2.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 684+
00
MA
TC
H L
IN
E S
TA
. 708+
00
SHEET 2 OF 14
SEG3A
3
LP LP
LP
Obscured Area
LP LP
LP LP
TFP
Slab
MH
Stock Pile
Stock Pile
LP
Inlet
LP LP LP LP
LP
LP
LP
LP
LP LP
LP
LP LP
LP
LP
TFP
TFP
Unpaved Parking
Paved Parking
MH
MHInlet
Inlet
LP
LP
InletInlet
MH
Culv
ert
Inlet
Stock Pile
Billboard
LP
TFP
Unpaved Parking
Slab
Slab
Slab
Slab
Unpaved Parking
Paved Parking
Retaining Wall
Riprap
Riprap
Riprap
Sign
LP
LP
MH MH
LP
LP
LP
Billboard
Gate
Unpaved Parking
Unpaved Parking
LP
LP
Sign
TFP
LP
Riprap
Riprap
Riprap
Culvert
S
Inlet
TFP
MH
Inlet
Inlet
Inlet
Inlet
MH
TFP
TFP
Unpaved Parking
Slab
Retaining W
all
Slab
A/C Unit
Obscured Area
Obscured Area
LP
FH
Gate
Gate
Tank
1202
629.6
1302
643.2
1402
624.5
MIL
E M
AR
KE
R 7
50
8000
624.4
0
CP
D 5
/8" C
IR
S
8001
624.3
4
CP
D 5
/8" C
IR
S
8404
623.9
7
RR
ST
8405
623.9
5
RR
1 S
T
8406
623.8
9
RR
18407
623.7
7
RR
8408
623.8
1
RR
8409
623.8
9
RR
1
8410
623.7
7
RR
18411
623.7
6
RR
8412
623.6
1
RR
8413
623.5
6
RR
1
8414
623.4
9
RR
1 P
C8415
623.5
1
RR
PC
8416
623.1
6
RR
8417
623.2
2
RR
1
8418
623.6
0
RR
1 P
T8419
623.5
2
RR
PT
8420
623.7
9
RR
8421
623.7
9
RR
1
8422
623.8
9
RR
18423
623.9
4
RR
8424
624.3
2
RR
8425
624.3
0
RR
1
8426
624.8
2
RR
2 S
T
8427
624.7
9
RR
3 S
T
8428
624.7
8
RR
38429
624.8
1
RR
2
8430
624.7
8
RR
2 P
C
8431
624.7
4
RR
3 P
C
8432
624.7
0
RR
38433
624.7
2
RR
2
8434
624.7
2
RR
2
8435
624.6
9
RR
3
8436
624.8
5
RR
38437
624.8
7
RR
2
8438
625.0
6
RR
2
8439
625.0
5
RR
3
8440
625.2
2
RR
3 P
T8441
625.2
4
RR
2 P
T
8442
624.9
3
RR
4 S
T
8443
624.9
0
RR
5 S
T
8444
624.6
9
RR
58445
624.7
3
RR
4
8446
624.7
0
RR
4
8447
624.6
8
RR
5
8448
624.6
7
RR
5 P
C8449
624.7
0
RR
4 P
C
8450
624.7
0
RR
4
8451
624.6
8
RR
5
8452
624.6
1
RR
58453
624.6
4
RR
4
8454
624.6
7
RR
4 E
CN
T R
R4 S
T N
C8455
624.6
5
RR
5 E
CN
T R
R5 S
T N
C
8456
624.7
9
RR
4
8457
624.7
7
RR
5
8458
625.0
1
RR
4
8459
624.9
9
RR
5
8460
625.1
1
RR
5 P
T8461
625.1
5
RR
4 P
T
8462
625.3
8
RR
6 S
T
8463
625.3
8
RR
7 S
T
8464
625.1
4
RR
78465
625.2
2
RR
6
8466
625.1
7
RR
6
8467
625.1
4
RR
7
8468
625.0
4
RR
78469
625.1
2
RR
6
8470
625.0
5
RR
6
8471
625.0
1
RR
7
8472
625.1
4
RR
78473
625.0
9
RR
6
8474
625.1
4
RR
6
8475
625.1
5
RR
7
8476
625.2
0
RR
78477
625.2
2
RR
6
8478
625.4
3
RR
8 S
T N
C8479
625.4
1
RR
6
8480
625.4
2
RR
9 S
T N
C8481
625.4
1
RR
7
8482
625.3
9
RR
10 S
T
8483
625.4
0
RR
11 S
T
8484
626.0
0
RR
12 S
T
8485
626.0
1
RR
13 S
T
8486
626.1
0
RR
14 S
T
8487
626.1
1
RR
15 S
T
8488
626.1
5
RR
16 S
T
8489
626.1
2
RR
17 S
T
8490
626.1
0
RR
17
8491
626.1
3
RR
16
8492
626.1
4
RR
15
8493
626.1
3
RR
14
8494
625.9
5
RR
13
8495
625.9
4
RR
12
8496
625.4
7
RR
11
8497
625.4
6
RR
10
8498
625.4
9
RR
10
8499
625.4
6
RR
11
8500
625.7
5
RR
12
8501
625.8
3
RR
13
8502
626.1
0
RR
14
8503
626.1
1
RR
15
8504
626.0
9
RR
16
8505
626.0
6
RR
17
8506
626.0
4
RR
17
8507
626.0
6
RR
16
8508
626.1
7
RR
15
8509
626.1
5
RR
14
8510
625.8
3
RR
13
8511
625.8
3
RR
12
8512
625.4
6
RR
11
8513
625.4
6
RR
10
8514
625.5
0
RR
10
8515
625.5
0
RR
11
8516
625.8
8
RR
12
8517
625.8
6
RR
13
8518
626.1
6
RR
14
8519
626.1
7
RR
15
8520
626.0
7
RR
16
8521
626.0
6
RR
17
8522
626.0
7
RR
17
8523
626.0
9
RR
16
8524
626.1
9
RR
15
8525
626.1
9
RR
14
8526
625.8
0
RR
13
8527
625.7
5
RR
12
8528
625.5
0
RR
11
8529
625.5
1
RR
10
8530
625.5
1
RR
10
8531
625.4
9
RR
11
8532
625.8
1
RR
R12
8533
625.8
4
RR
13
8534
626.1
7
RR
14
8535
626.1
3
RR
15
8536
626.1
7
RR
15
8537
626.1
9
RR
14
8538
625.9
0
RR
13
8539
625.8
5
RR
12
8540
625.6
5
RR
11
8541
625.6
5
RR
10
8542
626.1
3
RR
16
8543
626.0
8
RR
17
8544
626.1
1
RR
17
8545
626.1
2
RR
16
8546
626.2
4
RR
15
8547
626.2
7
RR
14
8548
625.9
7
RR
13
8549
625.9
8
RR
12
8550
625.6
9
RR
11
8551
625.6
9
RR
10
8552
625.4
5
RR
6
8553
625.5
2
RR
7
8554
625.7
8
RR
10
8555
625.7
6
RR
11
8556
626.0
2
RR
12
8557
626.0
5
RR
13
8558
626.2
8
RR
14
8559
626.2
6
RR
15
8560
626.1
2
RR
16
8561
626.1
2
RR
17
8562
626.1
5
RR
17
8563
626.1
6
RR
16
8564
626.2
7
RR
15
8565
626.2
7
RR
14
8566
626.1
1
RR
13
8567
626.0
6
RR
12
8568
625.7
7
RR
11
8569
625.7
8
RR
10
8570
625.7
6
RR
78571
625.7
5
RR
6
8572
625.9
6
RR
6
8573
625.9
2
RR
7
8574
625.8
9
RR
10
8575
625.7
9
RR
11
8576
626.1
5
RR
12
8577
626.2
0
RR
13
8578
626.3
0
RR
14
8579
626.3
0
RR
15
8580
626.2
2
RR
16
8581
626.2
1
RR
17
8582
626.3
0
RR
17
8583
626.3
0
RR
16
8584
626.3
4
RR
15
8585
626.3
3
RR
14
8586
626.2
7
RR
13
8587
626.2
5
RR
12
8588
625.8
2
RR
11
8589
625.9
6
RR
10
8590
626.1
0
RR
78591
626.1
4
RR
6
8592
626.2
8
RR
6
8593
626.2
1
RR
7
8594
625.9
1
RR
10
8595
625.8
3
RR
11
8596
626.2
2
RR
12
8597
626.3
0
RR
13
8598
626.4
0
RR
14
8599
626.4
0
RR
15
8600
626.3
1
RR
16
8601
626.2
6
RR
17
8602
626.4
0
RR
15
8603
626.4
1
RR
14
8604
626.2
7
RR
13
8605
626.2
3
RR
12
8606
625.9
8
RR
11
8607
626.0
4
RR
10
8608
626.2
5
RR
78609
626.3
2
RR
6
8610
625.4
0
RR
8
8611
625.4
4
RR
9
8612
625.5
9
RR
8 E
CN
T R
R8 S
T N
C8613
625.5
4
RR
9 E
CN
T R
R9 S
T N
C
8614
625.6
4
RR
8
8615
625.6
0
RR
9
8616
625.5
4
RR
8 E
CN
T
8617
625.5
4
RR
9 E
CN
T
8618
624.5
3
RR
8619
624.5
7
RR
1
8620
624.8
2
RR
18621
624.8
3
RR
8622
624.9
4
RR
8623
624.9
5
RR
1
8624
624.8
7
RR
18625
624.8
8
RR
8626
625.2
9
RR
2
8627
625.3
0
RR
3
8628
625.0
5
RR
4
8629
625.0
4
RR
5
8630
625.1
9
RR
2 P
C
8631
625.1
9
RR
3 P
C
8632
625.0
6
RR
4 P
C
8633
625.0
2
RR
5 P
C
8634
625.1
9
RR
2
8635
625.1
9
RR
3
8636
625.1
4
RR
4
8637
625.1
1
RR
5
8638
625.1
6
RR
2
8639
625.1
7
RR
3
8640
625.3
0
RR
4 P
T
8641
625.2
8
RR
5 P
T
8642
625.0
7
RR
2 E
CN
T
8643
625.0
6
RR
3 E
CN
T
8644
625.4
1
RR
4
8645
625.3
9
RR
5
8829
623.6
2
SN
D 7
50
15+00 20+0025+00
100+00
105+00
110+00
115+00
100+00
105+00
110+00
115+00
10+
00
15+00
20+00
25+00
35N-MB
35FRN1
35W-ML
RR
-600
RR-5
00
30+00
35+00
LONG
705+00 710+00 715+00
710+00 715+00 720+00 725+00 730+00
S 9%%d 13’ 58" W
710+00 715+00 720+00 725+00 730+00
710+00 715+00 720+00 725+00 730+00
S 9%%d 13’ 58" W
S 9%%d 13’ 58" W
710+00 715+00 720+00
35FRS1
75+00
70+00
30+00 35S-UTURN
35+00
25+00
30+00
MB-35S
35+0040+00
15+00
20+00
25+00
3
3
2
1
1
2
2
1
1
2
2
1
2
2
3
3
3
2
2
1
2
1
C502
2^ 0’ 0.03"C503
1^ 0’ 0.00"
C504
2^ 0’ 0.09"MLN-GP-4
2^ 43’ 42.13"
MLN-GP-5
3^ 34’ 51.55"
END BRIDGE
[ 35WML STA 715+33.00
[ 35WML STA 732+81.00
206
207
205
204
WALL RWS07
WALL RWS06
WALL RWS06A
WALL RWS03
WALL RWN03WALL RWN06
WALL RWN07WALL RWN05
[ 35WML STA 725+05.00=
[ FWWR STA 180+79.00
[ 35WML STA 727+91.01=
[ LONG STA 18+43.66
BEGIN BRIDGE
| 35WNB STA 721+82.00
END FRONTAGE ROAD
| 35FRN1 STA. 719+48.80
END U-TURN
END FRONTAGE ROAD
| 35FRS1 STA. 723+53.93
BEGIN U-TURN
WALL RW03A
WALL RW07A
202
203
BEGIN BRIDGE
[ 35WML STA 722+18.00
BEGIN BRIDGE
| 35WSB STA 722+56.00
END BRIDGE
| MLN-GP 36+37.00 STA 712+81.00
BEGIN BRIDGE
[ 35WML STA 711+94.00
202A
MB-35S-4
D=1^00’00.00"
GP-MLS-7
D=3^34’51.55"
35S-UTRN-2
D=2^00’00.00"
RR1UTURN-1
D=57^52’28.29"
MB-35S-5
D=1^00’00.00"
MB-35S-6
D=2^30’00.00"END BRIDGE
| GP-MLS STA 35+05.00
END BRIDGE
| MB-35S STA 29+10.00
WALL RWMB05WALL RWMB04
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
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IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 7
08
+0
0
MA
TC
H L
IN
E S
TA
. 732+
00
SEG3A
SHEET 3 OF 14
4
LP
LP
LP
LP
LP
Slab
Slab
Slab
Slab
Paved Parking
Retaining W
all
Sign
LP
LP
LP
LP
LP
LP
LP
LP LP
Billboard
Gate
Inlet
Unpaved Parking
MH MH
Culvert
Culvert
Paved Parking
Paved Parking
Unpaved ParkingSign
LP
LP
Sign
TFP
LP
LP
LP
LP
LP
LP
Riprap
Riprap
Riprap
Culvert
Culvert
S
Inlet
Culvert
Culvert
Culvert
Inlet
TFP
MH
Inlet
Inlet
Inlet
Inlet MH
TFP
TFP
Unpaved Parking
Gate
Slab
Reta
inin
g W
all
Culvert
FH
Culv
ert
Culvert
TFP
Billboard
Slab
Antenna
Sign
Slab
Slab
Unpaved Parking
Slab
TFP
Stock Pile
Paved Parking
Inlet FH
Slab
A/C Unit
FH
Gate
Gate
Slab
Unpaved
Parking
LP
LP
LP
MH
MH
MH
LP LP
LP LP
Gate
Paved Parking
Billboard
FH
Riprap
Riprap
Riprap
Culvert
Culv
ert
Tank
Tank
Tanks
Tanks
Tank
Tank
Tanks
Above Ground Pipes
Culvert
Retaining Wall
Paved Parking
Paved Parking
Retaining Wall
LP
TFPTank
Slab
MH
LP
MH
Inlet
Gate
Goal
Inlet
Inlets
Inlet
FH
Sign
Guard Posts
Paved ParkingPaved Parking
FH
Sign
LP LP
LP
LP
LP
LP
MH
Paved Parking
Slab
Sla
b
FH
Unpaved Parking
Sign
Slab
TFP
Slab
Pool
Paved Parking
Paved Parking
LP
LP
LP
LP
LP
Obscured Area
Obscured Area
LP
Riprap
Riprap
Riprap
Slab
FH
LP LP
LP
LP LP LP
LP
LP
LP
SignSign
FH
MH
LP
Gate
Culvert
TFP
LP
MH
LP
Sign
LP
LP
LP
LP
FH
LP
Obscured Area
Culvert
Unpaved Parking
LP
Billboard
Sign
InletPaved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Sign
Inlet
Inlet
Slab MH
Billboard
LP
LP
FH
LP
Guard Posts
LP
Gate
Sign
LP
LP
LP
Sign
LP
TFP
TFP
LP
LP
LP
TFP
LP
Transmission Line Tower
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
Sign
LP
Sign
Guard Posts
Sign
Sign
LP
MH
MH
MH
Sign
Billboard
Posts
LP
Sign
FH
Slab
Unpaved Parking
Unpaved Parking
Paved Parking
Paved Parking
Paved Parking
S
S
PostsGuard Posts
Guard Posts
Posts
Inlet
Slab
Inlet
Inlet
Inlet
Inlet
S
Gate
Guard Posts
LP
Slab
Guard Posts
Slab
A/C Unit
Gate
Sign
FH
TFP
FH
LP
LP
MH Sign
LP
Posts
Posts
LP
FP
Guard Posts
TFP
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Ramp
Sign
LP
Guard P
osts
LP
Paved Parking
Inlet
SignSlabs
Gate
Slab
Gate
GateRamp
Slab
Guard Posts
Gate
Gate
Inlet
Inlet
Tank
Gate
Ramp
TFP
Transmission Line Tower
Transmission Line Tower
Gas Filler
Caps
Guard Posts
Guard Posts
Paved
ParkingPaved
Parking
Stock Piles
Stock Piles
Gate
TFP
A/C Units
A/C UnitsSlab
Slab
Slab
Ramp
Above Ground
Pipes
1203
621.5
1204
622.7
1303
641.3
1304
618.0
1403
615.0
1404
612.6
BU
ILD
ING
6960
618.4
7
RR
ST
6961 618.5
8
RR
1 S
T
6962
618.1
3
RR
6963
618.2
0
RR
1
6964
617.8
8
RR
RR
2 S
T6965
617.8
8
RR
1 R
R3 S
T
6966
617.7
4
RR
6967
617.7
3
RR
1
6968
617.
61
RR
16969
617.6
2
RR
6970
617.4
5
RR
6971 617.4
5
RR
1
6972
617.8
9
RR
2 P
C
6973
617.8
2
RR
3 P
C
6974
617.5
4
RR
36975
617.
61
RR
26976
617.0
8
RR
36977
617.1
9
RR
26978
617.1
7
RR
2 P
T
6979
617.0
6
RR
3 P
T
6980
616.6
9
RR
2 P
C
6981 616.6
5
RR
3 P
C
6982
618.8
2
RR
4 S
T N
C6983
618.7
0
RR
5 S
T N
C
6984
618.4
9
RR
56985
618.5
6
RR
46986
618.
31
RR
56987
618.3
5
RR
4
6988
617.8
5
RR
4
6989
617.7
8
RR
5
6990
617.2
9
RR
569
91 617.4
0
RR
4
6992
617.1
4
RR
4
6993
617.0
3
RR
5
6994
616.7
8
RR
56995
616.8
3
RR
4
6996
617.2
7
RR
16997
617.2
6
RR
6998
617.0
3
RR
6999
617.
01
RR
1
7000
616.7
6
RR
170
01 616.7
7
RR
7002
616.4
2
RR
7003
616.
41
RR
1
7004
616.0
3
RR
17005
616.0
2
RR
7006
615.
71
RR
17007
615.7
5
RR
7008
615.6
3
RR
17009
615.6
0
RR
7010
615.2
0
RR
7011 615.3
2
RR
1
7012
616.1
2
RR
2
7013
616.0
8
RR
3
7014
616.1
7
RR
3 P
T7015
616.1
2
RR
2 P
T
7016
615.7
9
RR
2
7017
615.7
7
RR
3
7018
615.5
4
RR
3 R
R1 S
T N
C
7019
615.4
8
RR
2 R
R S
T N
C
7020
615.0
0
RR
2
7021 615.2
4
RR
3
7022
614.8
5
RR
2
7023
615.1
5
RR
3
7024
614.7
7
RR
37025
614.5
4
RR
2
7026
615.
51
RR
1
7027
615.4
4
RR
1 E
CN
T R
R1 S
T N
C
7028
615.2
4
RR
ST
NC
7029
615.0
9
RR
17030
614.9
6
RR
7031 614.6
6
RR
EC
NT
7032
614.7
4
RR
1 E
CN
T
7033
616.7
2
RR
4
7034
616.6
7
RR
5
7035
616.5
3
RR
57036
616.6
2
RR
4
7037
616.2
7
RR
5 P
T7038
616.2
7
RR
4 P
T
7039
615.8
8
RR
5 R
R1 S
T N
C
7040
615.9
0
RR
4 R
R S
T N
C
7041 615.6
0
RR
4
7042
615.6
0
RR
5
7043
615.5
9
RR
4
7044
615.5
9
RR
5
7045
615.8
4
RR
5 P
C7046
615.8
0
RR
4 P
C
7047
615.9
5
RR
4
7048
615.9
3
RR
5
7049
616.1
4
RR
5 E
CN
T
7050
616.1
7
RR
4 E
CN
T
7051 615.6
6
RR
17052
615.6
3
RR
7053
615.7
3
RR
7054
615.6
9
RR
1
7055
615.4
6
RR
17056
615.4
8
RR
7057
615.2
4
RR
PT
7058
615.2
3
RR
1 P
T7059
615.0
9
RR
17060
615.1
3
RR
7061 615.1
4
RR
7062
615.1
0
RR
1
7063
615.6
6
CP D
60D
NA
IL
7064
616.0
2
RR
17065
616.0
3
RR
9100
617.5
2
BC
ST
9101 617.0
5
GT
ST
EC
5 S
T
9102
617.0
0
EC
59103
617.7
2
EC
ST
9104
617.8
3
EC
1 S
T9105
618.6
2
FN
ST
FN
A S
T9106
617.5
3
BC
PC
9107
617.1
2
GT
9108
617.1
5
GT
9109
617.
71
BC
9110
617.7
9
BC
EC
NT
EC
BR
K S
T
9111 617.7
5
BR
K G
T9112
617.8
0
EC
1 E
C1 S
T N
C
9113
617.9
6
EC
1
9114
618.1
8
EC
1 P
T9115
618.3
4
BC
ST
EC
1 G
T S
T
9116
618.1
7
GT
9117
618.2
0
GT
9118
618.6
8
BC
9119
619.1
2
BC
PC
9120
618.6
8
GT
9121 618.5
3
GT
9122
618.9
8
BC
9123
618.9
4
BC
PT
9124
618.5
4
GT
9125
619.0
5
GT
9126
619.3
6
BC
9127
619.3
6
BC
9128
619.8
6
GT
9129
620.4
2
EL
9130
620.4
2
BC
9131 621.0
9
EL
9132
621.0
9
BC
9133
620.6
4
GT
9134
621.7
4
FN
9135
620.6
9
BC
EC
ST
9136
620.7
0
GT
EC9137
620.5
7
EC
FN
9138
619.9
7
EC
FN
9139
617.9
4
CP D
60D
NA
IL
9140
617.7
9
CP D
60D
NA
IL
9141 619.5
3
EC
1 S
T E
C2 S
T9142
619.6
4
EC
9143
619.9
2
EC
29144
620.5
3
EC
2
9145
619.
21
EC
19146
618.7
5
EC
19147
618.9
6
EC
1
9148
619.1
2
EC
19149
619.9
3
EC
2
9150
620.0
2
EC
291
51 619.8
8
EC
2
9152
619.
01
EC
2 P
C9153
618.8
9
EC
29154
618.6
9
EC
2 P
T9155
618.0
3
EC
2 P
C9156
617.9
6
EC
2
9157
617.8
9
EC
2 E
CN
T E
C2 S
T
9158
617.7
8
EC
3 S
T B
C S
T N
C B
RK
ST
9159
617.7
2
BR
K G
T S
T9160
617.2
5
GT
9161 617.8
5
BC
9162
617.5
7
BC
PT
9163
617.1
3
GT
EC
4 S
T
9164
616.9
8
GT
9165
617.5
9
BC
9166
617.8
5
EC
39167
617.9
8
EC
2 E
C1
9168
617.9
3
EC
9169
617.8
9
EC
9170
618.4
2
FN
FN
A 9171 617.0
0
EC
4 E
C5
9172
619.6
3
BL
D S
T
9173
619.5
6
BLD
9174
619.7
0
BL
D C
R
9175
619.7
6
L S
T
9176
619.6
2
L R
C 2
0
CA
NO
PY
10+0015+00
20+00
10+00
15+00
20+00
25+00
115+00
120+00
125+
00
130+00
135+00
100+00
105+
00
100+00
105+
00
100+
00
105+
00
110+
00
10+00
15+00
20+00
25+00
30+00
20+0025+00
30+00
35+00
10+
00
15+00
10+00
15+00
10+00
15+00
10+00
15+00
20+00
25+00
DO
OL
ING
RR
-700
35S-183
35FRS2
183-35N
LONG
RR
-900
730+00
735+00
740+00745+00
750+00
755+00
760+00
S 32%%d 13’ 58" W
730+00
735+00
740+00745+00
750+00
755+00
760+00
730+00
735+00
740+00745+00
750+00
755+00
760+00
S 32%%d 13’ 58" W
S 32%%d 13’ 58" W
35FRN2BB
2
1
1
3
1
2
2
3
2
2
2
3
3
3
3
2
2
2
3
1
C1408
1^ 19’ 34.65"
C131
2^ 0’ 0.00"
C132
1^ 0’ 0.68"
C391
2^ 0’ 0.00"
C392
1^ 0’ 0.03"
C393
2^ 0’ 0.00"
END BRIDGE
[ 35WML STA 732+81.00
BEGIN BRIDGE
[ 35WML STA 738+62.00
BEGIN BRIDGE
[ 35WML STA 754+00.00
210
209
208
213
BEGIN BRIDGE
| 35WSB STA 738+47.00
END BRIDGE
| 35WSB STA 733+06.00
END BRIDGE
| 35WNB STA 732+59.00
BEGIN BRIDGE
| 35WNB STA 738+77.00
END BRIDGE
| 35WNB STA 743+40.00
WALL RWN08
WALL RW08A
WALL RWS08
WALL RW08B
WALL RW10A
WALL RWS10
WALL RWS09
WALL RWN09
WALL RWN10
WALL RW09A
END BRIDGE
| 35WSB
STA 742+19.00
BEGIN CONSTRUCTION
| 35FR22 STA 10+29.68
[ 35WML STA 741+51.37=
[ DOOLING STA 12+75.59
[ 35WML STA 741+04.00=
[ RR900 STA 101+59.00
[ 35WML STA 740+86.00=
[ RR800 STA 101+59.00
BEGIN CONSTRUCTION| 35FRN2 STA 12+19.00
END BRIDGE
[ 35WML STA 742+78.00
C1308
1^ 22’ 2.79"
WALL RW11A
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:0
1 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
4.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
INE
ST
A. 7
32+
00
MA
TC
H L
INE
ST
A. 756+
00
SHEET 4 OF 14
SEG3A
[ 35WML STA 741+04.00=
[ RR900 STA 101+59.00
NOTE: CURVE 35WML-4 SHALL COMPLY WITH AN SSD OF
60 MPH AS REQUIRED BY THE NORTH TARRANT EXPRESS
MDP CDA GEOMETRIC DESIGN CRITERIA NOTE 12.
5
LP
LP
TFP
LP
Transmission Line Tower
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
Sign
Billboard
LP
Sign
FH
Slab
Unpaved ParkingUnpaved Parking
Paved Parking
Posts
Guard Posts
Guard Posts
Posts
Inlet
Slab
Inlet
InletInlet
Inlet
S
Gate
Guard Posts
Slab
Guard Posts
A/C Unit
GateSign
FH
TFP
FH
LP
LP
MHSign
Guard Posts
LP
LP
Posts
Posts
LP
FP
TFP
Guard Posts
TFP
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Slab
Riprap
LP LP
LP
LP
Inlet
FH
LP
Sign
LP
LP
LP
TFP
LP
LP
LP
LP
LP
FH
Slab
TFP
Sign
Sign
Sign
LP
LP
Sign
Gate
Gate
Gate
Slab
TFP
Slab
Posts
Posts
Slab
MH
LP
Paved Parking
Paved Parking
Slab
Paved Parking
Paved Parking
Slab
Slab
Ramp
Sign
LP
Guard P
osts
LPInlets
MH
LP
LP
MH
MH MH
MH MH
LP
LP
Sign
Gas Filler Caps
Paved Parking
Paved Parking
Billboard
S
S
S
FH
Sign
Slabs
Guard Posts
LP
Sign
Gate
SlabSlab
Slab
LP
RiprapRiprap
Riprap
Slab
Obscured
Area
A/C Units
Transmission Line Tower
Guard Posts
Guard Posts
Paved Parking
Gate
Gate
LP
MH
LP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
Sign
Slab
Sign
Slab
S
S
Obscured Area
Culvert
Paved Parking
Paved Parking
Slab
Inlet
Inlet
Sign
FP
Sign
FH
MHSlab
MH
Reta
inin
g W
all
Gate
SS
Inlet
TFP
Slab
Slab
MH
Gate
Slab
LPInlet
LP
Slab
Inlet
Guard Posts
Slab
Slab
Posts
Inlet
Gate
LP
Gate
Gate
Gate
Gate
Gate LP
LP
LP
Slab
LP
LP
LP
TFPInlet
Billboard
LP
LP
MH
LP
LP
Inlet
Gate
Gate
Stock Pile
LP
Ramp
TFP
TFP
Sign
Gate
Ramp TFP
Gate
Guard Posts
Culvert Inlet
Gate
Guard Posts
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Unpaved Parking
Paved Parking
LP
TFP
Gate
Slab Slab
TFP
Paved Parking
TFPPaved Parking
Paved Parking
TFP
Inlet
Inlet
LP
LP
LP
Paved Parking
LP
LP
Retaining Wall
Slab
Paved Parking
Culvert
S
Inlet LP
SS
S
S
Billboard
LP
LP
Inlet
Billboard
Inlet
Paved Parking
Gate
Paved Parking
TFP
LP
Slab
Sign
Slab
Inlet
Transmission Line Tow
er
Transmission Line Tow
er
Transmission Line Tow
ers
Slab
Slabs
Satellite
Dishes
Transmission Line
Tower
Reta
inin
g W
all
1205
621.7
1305
606.1
1405
619.6
LP
617.7
9
CP
D 6
0D
NA
IL
20+00
25+00
20+00
25+00
25+00
30+00
35+0040+00
45+00
50+00
10+0015+00 20+00 25+00
30+00
10+00
15+00
20+00
25+0030+00
20+00
25+00
30+00 35+00
40+00
45+00
183-MLN
MLS-183
35W-ML
755+00
760+00
765+00 770+00
775+00
780+00
755+00
760+00
765+00 770+00
775+00
780+00
755+00
760+00
765+00 770+00
775+00
780+00
1
1
2
12
1
2
3
2
2
2
1
4
2
2
2
3
2
2
2
2
1
C1409
1^ 0’ 0.00"C133
1^ 45’ 0.00"
183-MLN-1
3^ 34’ 51.55"
C393
2^ 0’ 0.00" C394
2^ 0’ 0.01"
183-MLN-2
2^ 43’ 42.13"
C134
1^ 59’ 59.96"
MLS-183-2
2^ 43’ 42.13"
183-MLN-4
1^ 0’ 0.00"
MLS-183-4
0^ 59’ 56.86"MLS-183-6
1^ 0’ 0.00"
MLS-183-7
2^ 0’ 0.00"
183-MLN-5
4^ 59’ 59.43"
183-MLN-6
4^ 0’ 0.00"
183-MLN-7
2^ 43’ 42.13"
212
211
35WINTERSTATE
END BRIDGE
| 183-MLN STA 17+69.00
END BRIDGE
| MLS-183 STA 18+50.00
END CONSTRUCTION
[ SH183 S
TA 21+00.00
WALL RW13B
WALL RWN12
WALL RWN13
WALL RWN11
WALL RWN15
WALL RWS13
WALL RWS12
WALL RW13A
WALL RWS11
T
MLS-183-8
2^ 43’ 42.13"
C1309
0^ 59’ 34.42"
WALL RWN32
WALL RW11A
WALL RWN13
END BRIDGE
[ 35WML STA 756+90.00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:0
9 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
5.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
INE
ST
A. 756+
00
MA
TC
H L
INE
ST
A. 7
80+
00
SHEET 5 OF 14
SEG3A
6
Obscured Area
Inlet
Guard Posts
Gate
Gate
Gate
LP LP
Slab
LP
LP
LP
Gate
Guard Posts
Paved Parking
Paved Parking
Paved Parking
Inlet
Inlet
LP
LP
LP
Inlet
LP
LP
Inlet LP
LP
LP
Inlet
Slab
LP
Paved Parking
Paved Parking
LP
LP
LP
Posts
LP Inlet
LP
LP
LP
TL
TL
TL
TL
Inlet
TL
LP
MH
LP
MH
MH
MH
MH
Slab
Guard Posts TFP FH
Sign
Retaining Wall
Slab
Paved Parking
LP
TFP
Gate
LP
S
Paved Parking
LP
TL
Culvert
LP
Paved ParkingS
Inlet
LP
Inlet
LP
Slab
Slab
Antenna
Culvert
MH
Inlet
Slab
Posts
FH
MH
TFP
Posts
Paved Parking
LP
Inlet
Slab
Inlets
LP
TL
TL
TL TL
LP
Culv
ert
TL
TL
LP
LP
Sign
Sign
S S S
S
Billboard
Ramp
Retaining W
all
Sign
FP
LP
MH MH
MH
LP
Obscured Area
Inlet
Billboard
Inlet
LP
Paved Parking
Paved Parking
Gate
FH
Paved ParkingPaved Parking
LP
TFP
TFP
MH
Culvert
Culvert
Culvert
Retaining Wall
Retaining Wall
Earthen Dam
TFP TFP
LP
Obscured Area
Gate
TFP LP
LP
LP MH
TFP
LP
Gate
Gate
Unpaved Parking
Sign
Slab
Posts
LP
Culvert
Gate
TFP
LP LP
LP LP
Inlet
Inlet
Inlet
LP
Inlet
Inlet
LP
LP
MH
Inlet
LP
LP LP
Slab
LP
Inlet
LP
Inlet
Tank
MH
Retaining Wall
TankSlab
Tank
TFP
TFP
FH
Slab
TFP
TFP TFP
Slab
MH MH
TFP
Tank
Paved Parking
Tank
Slab
LP
TFP
Tank
TFP
TFP TFP
Paved Parking
Gate
Posts TFP TFP
TFP
Sign
LP
Obscured Area
Paved Parking
Paved Parking
Paved Parking
FH
S
Inlet
Slab
Slab
S
Inlet
SS
S
Guard Posts
Posts
Slab
FH
Culvert
Culvert
Paved Parking Paved Parking
MH
LP
TFP
TFP
Stock Pile
LP
LP
LP
LP
LP
MH
MH
FH
LP
Paved Parking
MH
Obscured Area
Stock Pile
Billboard
Slab
Slab
SlabSlab
Transmission Line TowerTransmission Line Tower
Transmission Line Tower
Transmission Line TowerTransmission Line Tower
Culv
ert
Earthen Dam
Obscured
Area
Sign
Obscured Area
Obscured Area
Obscured Area
Slab
Transmission Line
Tower
1206
593.5
1207
560.5
1306
587.6
1307
598.5
Obscured Area
BU
ILD
ING
BU
ILD
ING
CHAIN LINK FENCE
9177
579.0
5E
C5 S
T E
C S
T
9178
57
9.0
2E
C5
9179
579.2
5E
C P
C
9180
57
9.5
2E
C91
81
579.7
4E
C E
CN
T B
C S
T N
C G
T S
T
9182
57
9.6
8G
T9183
579.8
3G
T
91
84
58
0.2
2B
C9185
580.3
6B
C P
T
9186
579.9
1G
T
9187
58
1.1
8G
T
9188
581.6
3B
C
9189
581.5
4G
T
9190
581.5
7B
C G
T E
C S
T
91
91
582.4
4E
C P
C9192
583.4
1E
C9193
58
3.7
8E
C 91
94
583.9
1E
C P
T
9195
583.6
9E
C 9196
584.0
4E
C 9197
584.0
3E
C 9198
584.0
3E
C 9199
584.0
5E
C
9200
583.8
5E
C
92
01
583.6
1E
C
9202
58
4.0
2E
C
9203
58
4.0
8E
C
92
04
58
3.9
8E
C
9205
58
5.3
8E
C
9206
585.6
9E
C
9207
586.1
5E
C
9208
58
5.7
8E
C
9209
585.9
4E
C
9210
58
7.8
8E
C
92
11
586.3
5E
C
9212
585.7
6E
C
9213
584.7
0E
C
92
14
583.9
5E
C
9215
583.0
6E
C B
C S
T G
T S
T
9216
583.0
3G
T
9217
582.8
6G
T
9218
583.3
7B
C
9219
580.8
0B
C P
C
9220
58
0.3
2G
T
92
21
580.2
5G
T
9222
580.5
9B
C
9223
580.2
5G
T
92
24
580.2
6G
T B
C E
CN
T E
C S
T N
C
9225
580.1
9E
C
9226
580.1
0E
C P
T
9227
58
0.1
2E
C
9228
579.9
4E
C59
229
579.9
9E
C5 E
C
9230
582.1
9F
N2
ST
FN
2A
ST
92
31
582.0
0F
N2
9232
582.7
4F
N2
9233
580.3
7F
N2
92
34
58
9.2
8E
L
9235
579.7
1F
N2
9236
58
7.3
8F
N2
9237
59
2.7
8F
N2
9238
593.3
6F
N2
9239
59
3.8
8F
N2 9
240
593.3
1F
N2 9
24
1592.5
7F
N2
9242
592.4
9F
N2
9243
592.0
3F
N2
92
44
589.0
0F
N2
9245
585.1
1F
N2
9246
581.0
4F
N2
92
51
579.9
7F
N2
9252
57
9.4
2F
N2
9253
581.2
1F
N2
92
54
582.1
0F
N2
9255
582.2
3F
N2
9256
582.0
3F
N2
9257
582.1
1F
N2
9258
582.1
0F
N2 F
N2A
9259
584.0
5C
P D
X I
N C
ON
C 9260
585.0
9C
P D
X I
N C
ON
C
92
61
585.3
3B
LD
ST
9262
585.1
4B
LD
ST
9263
585.0
3B
LD
ST
92
64
58
5.5
2B
LD
ST
L S
T
9265
58
5.3
2L
9266
585.1
3L9267
585.4
9B
LD
L
9268
584.0
0B
LD
ST
9269
58
4.0
2B
LD
9270
58
4.0
2B
LD
CR
CA
NO
PY
105+00
105+00
10+
00
15+
00
20+
00
50+00
55+00
60+00
65+00
70+00
75+00
45+00
50+00 65+0055+00
35N-183I
183-35SI
SH
18
3
780+00
785+00
790+00795+00
800+00
805+00
S 8%%d 07’ 41" E
780+00
785+00
790+00
780+00
785+00
790+00795+00
800+00
805+00
S 8%%d 16’ 53" E
10+00
15+00
20+00 25+00
S 13%%d 51’ 00" E
10+00
15+00
20+00
S 6%%d 54’ 40" E
10+00
15+00
20+00
35FRN2BB
4
2
3
22
1
1
2
2
2
2
2
2
1
3
2 1
C291
2^ 0’ 0.00"
214
BEGIN CONSTRUCTION
[ SH183 STA 10+65.00
END CONSTRUCTION
[ SH183 STA 21+00.00
WALL RWN15
WALL RWS15
WALL RWS12
END BRIDGE
[ SH183 STA 18+29.00
T
WALL RWS14
WALL RW
N32
DETENTIONPOND
[ 35WML 786+34.77=
[ SH183 STA 15+79.00
35N-183I-1
2^ 0’ 0.00"
35N-183I-2
2^ 0’ 0.00"
WALL RWS12
WALL RWN13
WALL RWN32
WALL RWS16A
183-35SI-1
2^ 00’ 00.00"
183-35SI-2
2^ 00’ 00.00"
BEGIN BRIDGE
[ SH183 STA 14+14.00
GP-MLN-1
1^ 54’ 35.49"
GP-MLN-2
0^ 44’ 59.98"
C1411
0^ 28’ 38.87"
C1410
1^ 14’ 44.02"
WALL RWN15A
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:1
7 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
6.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 780+
00
MA
TC
H L
IN
E S
TA
. 804+
00
SHEET 6 OF 14
SEG3A
7
Obscured Area
LP
LP
MH LP
LP
LP
LP
Slab
LP
LP
LP
TFP
Pool
Pool
Slab
LP
LP
Posts
Inlet
MH
FH
Reta
inin
g W
all
MH
TFP
TFP
GL
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
LP MH
TFP
Slab
Slab
Gate
TFP
TFP
TFP
TFP
TFP
Tank
Slab
Guard Posts
Slab
Stock Pile
LP
Billboard
LP
Unpaved Parking
Paved Parking
Unpaved Parking
Transmission Line Tower
Obscured Area
Paved Parking
PoolSlab
LP
Riprap
Culvert
MH
LP
LP
Billboard
LP LP
MH
MH
FH
LP
Culvert TFP
Stock Pile
LP
MH
Obscured Area
Obscured Area
Stock Pile
Slab
Tank
Tank
LP
LP
LP
Obscured Area
Obscured Area
Transmission Line Tower
Obscured Area
TransmissionLine
Tower
ObscuredArea
Culv
ert
TFP
LP
LP
LP
Obscured Area
Obscured Area
Obscured Area
LP
LP
LP
LP
LP
LP
LP
LP
LP
TFP
Obscured Area
Obscured Area
Sign
Ret
ainin
g W
all
A/C Units
LP
A/C Units
A/C Units
Paved Parking
Paved Parking
Paved Parking
Gate
TFP
LPSign
Culvert
Inlet
Slab
Slab
Slab
Slab
Slab
LP
LP
Obscured Area
Obscured Area
Slab MH
Culvert Inlet
Sign
LP
Paved Parking
Sign
LP
LP
LP
LP
LP
Slab
Slab
SlabSlab
Sign
Billboard
LP
LP
LP
LP
LP
FP
Gate
Sign
S
S
S
S
S
A/C Units
Slab
Pool
Pool
Slab
Paved P
arkin
g
Sign
LP
LP
LP
Paved Parking
Obscured Area
Obscured Area
Inlet
Reta
inin
g Wall
Playground
Guard Posts
Slab
A/C UnitGuard Posts
A/C Unit
LP
LP
RetainingWall
ObscuredArea
ObscuredArea
Obscured Area
1208
559.4
1209
521.9
1308
573.6
1408
612.1
CH
AIN
LIN
K F
ENC
E
BU
ILD
ING
8830
528.5
4F
N2 S
T
8831
535.9
3F
N2
8832
533.8
9F
N2
8833
529.7
7F
N2
8834
530.9
7F
N2
8835
528.2
0F
N2
9245
585.1
1F
N2
9246
581.0
4F
N2
9247
574.8
2F
N2
9248
577.8
5F
N2
9249
579.9
0F
N2
9250
580.6
1F
N2
9251
579.9
7F
N2
9252
579.4
2F
N2
9270
584.0
2B
LD
CR
105+00
110+00
115+00
105+00
110+00
75+0080+00
85+0090+00 95+00
90+0085+00
80+0075+00
70+00
35W-ML
35FRS2
RR
-400
RR
-300
NSD-35NI
35FRS2
35S-NSDI
805+00
810+00
815+00820+00
825+00S 11%%d 27’ 09" E S 3%%d 52’ 29" E
820+00
825+00
805+00
810+00
815+00820+00
825+00
S 11%%d 35’ 43" E
S 10%%d 27’ 36" ES 3%%d 54’ 05" E
25+00
40+00
10+0015+00S 6%%d 47’ 47" E
10+00
15+00
S 13%%d 26’ 33" E
S 11%%d 35’ 43" E
25+00
30+00
2
3
3
2
2
2
3
1
1
33
4
218
217
BEGIN BRIDGE
[ 35WNB STA 804+09.00
END BRIDGE
[ 35WNB STA 823+28.00
NSD-35NI-1
1^ 0’ 0.00"
WALL RWS15
WALL RWN20A
END BRIDGE
[ 35WML STA 823+57.00
END BRIDGE
| 35WSB STA 823+86.00
[ 35WML STA 810+50.66=
[ UPRR STA 112+05.72
BEGIN BRIDGE
[ 35WML STA 804+54.00
BEGIN BRIDGE
| 35WSB STA 805+01.00
GP-MLN-3
0^ 44’ 59.98"
GP-MLN-4
0^ 45’ 00.00"
35S-NSDI-2
2^ 45’ 0.00"
35S-NSDI-1
0^ 45’ 17.07"
C1412
1^ 20’ 0.00"
C1412A
0^ 45’ 0.00"
INTERIM ROW AT
GAS WELL FACILITY
WALL RW17A
WALL RW20A
WALL RWS18
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:2
4 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
7.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 8
04
+0
0
MA
TC
H L
IN
E S
TA
. 8
28
+0
0
SHEET 7 OF 14
SEG3A
NOTE:
AS PER RFI 47, NO AUXILIARY LANES ON
GENERAL PURPOSE LANES BETWEEN SH183
AND YUCCA AVENUE WILL BE REQUIRED.
MINIMUM DISTANCE BETWEEN INTERIM
RAMPS IS GREATER THAN 2000’.
8
LP
LP
LP
LP
LP
LP
LP
LP
MH
Slab
Slab
Slab
SignTransmission Line Tower
Billboard
Inlet
MH
LP
LP
TFP
Sign
LP
Slab
CulvertCulvertInlet
Gate
Gate
Gate
Gate
MH MH
Paved Parking
Paved Parking
Retaining Wall
Culvert
LP
LP
LP
MH
Obscured Area
Obscured Area
Inlet
Reta
inin
g Wall
Playground
Guard Posts
Slab
A/C UnitGuard Posts
A/C Unit
LP
LP
LP
LP
LP
LP LP LP
LP
MH
Culvert
Sign
Inlet
MH
Slab
S
S
CulvertInlet
LP
FP FP
FP
Inlet
Retaining Wall
FH
TFP
LP
TFP TL
TL
TL
LP
LP
LP
TFP
LP
LP
LP
LP
LP LP
Culvert
LP
TL
TL TL
TL
TL
TL
TL
TL
TL
TL
TL TL
LP
Gate
Inlet
Slab
LP LP LP
Slab
LP
Culvert
Culvert
Slab
Slab
Slab
LP
Riprap
Slab
Obscured Area
Obscured Area
Slab
Slab
Slab
LP LP
Culverts
Slab LP
Gate MH
MH
MH
MH
Gas Filler Caps
Sign
Inlet
Sign
Culverts
Culv
ert
Obscured Area
Paved Parking
MH
MH
Inlet
Obscured Area
Obscured Area
Reta
inin
g Wall
Slab
FH
LP
MH
Gate
Inlet
Posts
MH
LP
LP
Slab
Retaining Wall
Culvert
Slab
Culvert
Culvert
Slab MH
Retaining WallRetaining Wall
Slab
LP LP
Inlet
Inlet InletInlet
LP
ObscuredArea
Riprap
ObscuredArea
GuardPosts
PavedParking
Transmission Line Tower
ObscuredArea
Gate
Slab
LP
LP
LP
LP
LP LP LP
Inlet
MH
Inlet
Culvert
LP
LP
MH
Culvert
Inlet
Inlet
InletInlet
LP
LP
Trinity River
Culvert
LP
Slab
TFP
LP
LP
LP
LP
1209
521.9
1210
523.5
1309
535.7
1310
540.9
1311
538.1
1409
534.4
1410
535.6
15+00
20+00
25+00
100+00 105+00
100+0095+0010+00 15+00
20+00
NSD-35NI
NO
RTH
SID
E
NS-GPSI
GPN1-NS35FRN2
35S-NSDI
830+00835+00 840+00 845+00 850+00
S 3%%d 52’ 29" E
S 8%%d 07’ 41" E
830+00835+00 840+00 845+00 850+00
830+00
835+00 840+00 845+00850+00
S 8%%d 06’ 11" E S 8%%d 06’ 11" E
S 3%%d 54’ 05" E
S 8%%d 07’ 41" E S 8%%d 07’ 41" E
10+00 15+00
20+00
15+0020+00 25+00S 6%%d 47’ 47" E S 8%%d 07’ 41" E
20+00
2
2
1
2
2
3
3
5
33
1
11
3
1
2
1
BEGIN BRIDGE
[ 35WML STA 848+43.00
221
222
223
225
226
224
377
35WINTERSTATE
MBC-835-3A
IH 35W [ STA. 834+51.96
PROPOSED 1- 10’ X 8’ X 544’
PROPOSED JUNCTION
BOX W/ INLET GRATE
WALL RWN21
WALL RW21B
WALL RWS23
END CONSTRUCTION
[ NORTHSIDE STA 23+75.00
BEGIN BRIDGE
| 35WNB-I1 STA 848+46.00
BEGIN BRIDGE
| 35WSB STA 834+62.00
BEGIN WIDENING
[ NORTHSIDE STA 12+84.74
BEGIN BRIDGE
| 35WSB-I1 STA 848+43.00
[ 35WML STA 837+00.00=
[ NORTHSIDE STA 20+02.00
EXISTING
6’ X 6’ X 308’
BOX CULVERT
TO BE REMOVED
PROPOSED
10’X8’X 549’
BOX CULVERT
EXISTING
78" X 209’
RCP
TO BE REMOVED
BEGIN CONSTRUCTION
[ NORTHSIDE STA 14+17.00
NSD-35NI-2
1^ 0’ 0.00"
RC05
2^ 51’ 53.24"
RC06
2^ 51’ 53.24"
RC09
2^ 0’ 0.00"
RC10
2^ 0’ 0.00"WALL RWN30
WALL RWN20A
WALL RWN20B
WALL RWS20C
BEGIN BRIDGE
| 35WNB-I1 STA 835+24.00
END BRIDGE
| 35WNB-I1 STA 839+06.00
BEGIN BRIDGE
[ 35WML STA 835+02.00
END BRIDGE
[ 35WML STA 838+81.00
END BRIDGE
| 35WSB STA 838+40.00
35S-NSDI-3
3^ 0’ 0.00"
C1412B
0^ 30’ 0.00"
WALL RW21A
WALL RW22A
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:3
0 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
8.d
gn
PLAN & PROFILE
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 8
28
+0
0
MA
TC
H L
IN
E S
TA
. 8
52
+0
0
SHEET 8 OF 14
SEG3A
9
Inlet
LP LP LP LP
LP
LP
LP
LP LP LP MH
Riprap
Riprap
Inlet
TFP
Gate
MH
MH
MH MH
MH
Slab
Slab
Slab
Sign
Goal
LP
Sign
Slab
Slab
Slab
Playground
Slab
Obscured Area
MH
TFP
TFP
LP
MH
LP
FH
GL
GL
Obscured Area
FH
MH
MH
LP
FH LP
Obscured Area
GL
Ramp
LP
InletInlet
Inlet
FH
MH
LP
Slab
TFP
TFP
Obscured Area
FH
MH
Obscured Area
Obscured Area
Stock Pile
TFP
TFP
Sign
TFP TFP
Slab
Retaining W
all
Posts
LP
LP LP LP
LPRiprap
Riprap
Obscured Area
Obscured Area
Riprap
Slab
SlabSlab
Slab
Slab
Slab
Slab Slab LP LP LP LP
Slab
Gate
TFP
LP
LP
Billboard
TFP
Stock Pile
Area Under Construction
LP
LP
Inlet
Sign
LP
TFP
Ramp
MH
FP
Paved Parking
Paved Parking
Paved Parking
Obscured Area LP
LP
Trinity River
Riprap
PavedParking
StockPile
Retaining
Wall
Trinity River
Culvert
Paved Parking
Sign
LP
Sign
FH
BillboardsBillboards
Gate
S S
Paved Parking
LP LP
LP MH
LP LP
LP LP Slab
Slab
Slab
Slab
LP
Slab
Sign Slab
Inlet
Ramp
Paved ParkingBillboard
MH
LP
GL
Obscured Area
Obscured Area
Ramp
Ramp
PavedParking
Obscured Area
TFP
ObscuredArea
1212
522.9
1213
521.1
1312
541.1
1313
525.3
10+00
15+00
10+00
35W-ML
TRTA-GPSI
870+00875+00
35WMLN30
35WMLS30
GPNI-TRTA
865+00870+00 875+00
10+00
15+00
865+00 870+00 875+008
65
+0
0
865+00 870+00 875+00
855+00 860+00 865+00 870+00 875+00
S 8%%d 07’ 41" E
855+00 860+00865+00 870+00 875+00
855+00 860+00 865+00 870+00875+00
S 8%%d 07’ 41" E
S 8%%d 07’ 41" ES 6%%d 50’ 57" E
BB
UT
UR
NR
135FRN3I-R1
35FRS3I-R1
2
3 3
2
34
2
3
2
35WNB-I1-2
0^ 15’ 0.00"
35WSB-I1-1
0^ 31’ 15.13"35WSB-I1-2
0^ 31’ 15.13"
35WNB-I1-3
0^ 28’ 57.61"
RC02
2^ 51’ 53.24"
RC03
2^ 51’ 53.24"
RC04
2^ 51’ 53.24"
228 243
WALL RWS25
242
BEGIN U-TURN
| 35FRN3I STA 860+66.06
WALL RWN23
END U-TURN
| 35FRS3I STA 860+81.65
225
226
224
END BRIDGE
| 35WNB STA 861+95.00
END BRIDGE
| 35WSB STA 861+95.00
C1413
0^ 33’ 03.51"
C1414
0^ 33’ 03.51"
ZGPNITR-1
2^ 51’ 53.24"
COA JOINTAGREEMENT
COA JOINTAGREEMENT
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:3
6 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_0
9.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 8
52
+0
0
MA
TC
H L
IN
E S
TA
. 8
76
+0
0
SEG3A
NOTE: DISTANCE BETWEEN RAMPS TRTA-GPSI & GPSI-121
IS LESS THAN 1500’. DESIGN OF THE INTERIM RAMPS IS
ALLOWED AS PER RFI 31. DISTANCE BETWEEN RAMPS
BELK-GPNI & GPNI-TRTA IS LESS THAN 1500’. DESIGN OF
THE INTERIM RAMPS IS ALLOWED AS PER RFI 31.
SHEET 9 OF 14
10
Gate
Gate
Inlet
LP
LP Inlet
SS
FH
Sign
Inlet
MH
MH
MH
Slab
Paved Parking
Paved Parking
Paved Parking
LP
TFPSlabs
Culvert
Inlets
TFP
MH
Area Under Construction
Gate
Gate
Gate
Tank
Guard Posts
FH LP
LP
LP
LP
LP
LPPaved Parking
Paved Parking
Paved Parking
Riprap
Riprap
Inlet
LP
LP
Slab
LP LP
LP
Sign
LP LP
LP
Gate Gate
Gate
Gate
Sign
FH
TFP
TFP
Slab
Ramp
Inlet
LP
LP
LP
LP
LP
Slab
LP
Guard Posts
Gate
Guard Posts
Sign
FH
Guard Posts
TFP
LP
LP
LP
LP
Billboard
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Sign
Sign
Inlet
Slab
Inlet
Inlet
Slab MH
LP
TFP
Inlet
Inlet
RiprapRiprap
Riprap
Riprap
Riprap
Riprap
Obscured Area
Obscured Area
LP
LP
LP
LP
LP
LP
SlabSlab
SlabSlab
Slab
Slab
Slab
Slab
Inlet
Inlet
LP
Slab
Slab
Inlet
Sign
LP
Posts
Posts
LP
Gates
Paved Parking
Gate
Unpaved Parking
Culvert
SignBillboards
Sign
Billboard
Stock Pile
FH
FH
BillboardsSign
Inlet
Retaining W
all
Ramp
Inlet
LP
Ramp
Inlet
S S S
Paved Parking
Paved Parking
LP LP
LP LPSlab
Slab
TFP
Ramp
Ramp
Ramp
FH
Sign
LP
S
S
Gate
Gate
Inlets
Slab
FH
LP Paved P
arkin
g
Inlet
MH
Culvert
Inlet
MH
Posts
Inlet
Obscured Area
Inlet
Ramp
StockPile
Slab
Area
UnderConstruction
Slab
ObscuredArea
Guard Posts
Paved Parking
Guard Posts
Retaining W
all
Paved
Parking
Retaining W
all
Inlet
LP
MH
LP
Inlet
Inlet
Sla
b
Riprap
Riprap
Riprap
Riprap
Culvert
Slab
Culvert
Inlet
Inlet
Sla
b
LP
LP
LP
Inlet
Riprap
Slab
Slab
Riprap
Riprap
LP
LP
LP
Slab
Slab
MH
Slab
MH
Slab
LP
Riprap
LP
LP
Slab
Inlet
LP
LP
LP
Slab
Slab
LP
LP
Slab
Slab
Slab
Sla
b
LP
Sla
b
Inlet
LP
LP
LP LP
LP
LP
LP
LP
Inlet
Inlet
Slab
LP
Sla
b
Sla
b
Obscured Area
Obscured Area
Slab
Slab
Riprap
Slab
Culvert
Earthen Dam
LP
LP
Riprap
LP
Culvert
Slab
LP
Inlet
Slab
MH
MH
LP
LP
LP
Inlet
LP
Inlet
LP
LP
LP
LP
Sign
MH
SS
MH
MH
MH
MH
MH
Inlet
Paved Parking
Obscured Area
Obscured Area
Rip
rap
L
P
L
P
Inlet
Slab
Slab
Slab
Slab
Slab
Slab
Sla
b
Slab
Inlet
LP
1213
521.1
1214
519.9
1314
522.3
LP
8866
551.2
7E
C S
T
8867
553.8
5E
C
8868
556.4
18915
551.2
9E
C
10+00
15+00
BELK-GPNI
GPSI-121
875+00
880+00
885+00890+00
895+00
900+00
10+0015+00
40+
00
45+00
50+00
55+00
10+00
35N-121
875+00
880+00
885+00 890+00895+00
900+00
880+00
885+00
875+00
880+00885+00
900+00
875+00
880+00
885+00890+00
895+00
900+00
875+00
880+00885+00 890+00
895+00
900+00
875+00880+00
885+00890+00 895+00
900+00
S 8%%d 07’ 41" E
S 6%%d 50’ 57" E
S 8%%d 07’ 41" E
3
3
3
2
2
3
2
2
2
3
1
35WNB-I1-4
2^ 43’ 42.13"
35WSB-I1-3
1^ 8’ 45.30"
RC13
2^ 51’ 53.24"
GPSI-121-1
2^ 51’ 53.24"
GPSI-121-2
2^ 51’ 53.24"
GPSI-121-3
2^ 51’ 53.24"
242
243
230
WALL RWS26
RC14
2^ 50’ 41.55"
WALL RWS27
WALL RWS29
END CONSTRUCTION
| 35FRS3I STA 884+21.00
BEGIN BRIDGE
[ 35WWSB-I1 STA 886+37.00
END BRIDGE
[ 35WWSB-I1 STA 887+80.00
C1415
0^ 28’ 03.79"
END SHLDR CONSTRUCTION
| 35WSB-I1 STA 892+42.30END CONSTRUCTION
BEGIN OVERLAY
| 35WSB-I1 STA 881+00.00
END CONSTRUCTION
BEGIN OVERLAY
| 35WNB-I1 STA 882+00.00
END CONSTRUCTION
| 35FRN3I STA 889+38.00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:4
1 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_1
0.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 876+
00
MA
TC
H L
IN
E S
TA
. 900+
00
SHEET 10 OF 14
SEG3A
NOTE: DISTANCE BETWEEN RAMPS TRTA-GPSI & GPSI-121
IS LESS THAN 1500’. DESIGN OF THE INTERIM RAMPS IS
ALLOWED AS PER RFI 31. DISTANCE BETWEEN RAMPS
BELK-GPNI & GPNI-TRTA IS LESS THAN 1500’. DESIGN OF
THE INTERIM RAMPS IS ALLOWED AS PER RFI 31.11
Inlet
Inlet
LP
Sla
b
Sla
b
MH
Slab
Slab
Slab
Culvert
Earthen Dam
LP
LP
LP
LP
Slab
Slab
Slab
Slab
Slab
Slab MH MH
MH
MH
MH
Culvert
LP
LP
LP
LP
LP
LP
LP
Culvert
Slab
Slab
Slab
Sla
b
Slab
Riprap
LP
Culvert
Obscured Area
Slab
LP
LP
Billb
oard
Rip
rap
Rip
rap
LP
Rip
rap
M
H
Rip
rap
LP
LP
LP
LP
LP
LP
Transm
issio
n L
ine T
ow
er LP
Billb
oard
LP
LP
LP
Inlets
MH
MH
MH
MH
Gate
MH
Culv
ert
Sto
ck P
ile
Tanks
M
H
Sto
ck P
ile
Inlet
Inlets
S
Sto
ck P
ile
Gate
S
Retaining Wall
M
HO
bscured A
rea
Obscured A
rea
Obscured A
rea
Obscured A
rea
Slab
Slab
Transm
issio
n L
ine T
ow
er
Transm
issio
n L
ine T
ow
er
Above G
round
Pip
es
MH
Inlet
TFP
TFP
Billboard
Inlet
LP
Slab
LP
Slab
LP
Slab
LP
LP
LP
TFP
LP
LP
LP
Culvert
LP
LP
LP
LP
LP
LP
MH
MH
MH
MH MH
MH
LP
Billboard
FH
Sign
TFP
Inlet
Sign
Retaining Wall
Retaining Wall
LP
Paved Parking
Ramp
Ramp
Retaining Wall
Billboard
LP
Reta
inin
g W
all
FH
LP
Inlet
InletSlabInlet
Paved Parking
Obscured Area
Obscured Area
Riprap
Riprap
RiprapRiprap
MH
MH
MH
Sign
Gate
MH
Inlet
Inlet
MH
MH
MH
MH
Billboard
Billboard
Billboard
FH
Inlet
Inlet
Sign
Sign
Slab
Slab
MHSlab
Inlet
Inlet
Sign
LP
Transmission Line Tower
LP
LP
Slab
LP
LP LP
Slab
Area Under Construction
Culvert
MH
Slab
TFP
Retaining Wall
Culvert
Slab MH
Billboard
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
MH
MHInlet
Inlet
MH
MH
Paved Parking
FP
SlabR
eta
inin
g W
all
FH
Culvert
Culvert
Culvert
Billboard
S
LP
Obscured Area
LP
Riprap
Riprap
Culvert
S
Slab
Riprap
Riprap
InletInlet
S
Culvert
Retaining Wall
Gate
Gate
S
Inlets
Inlet
Sign
Transmission Line Tower
Transmission Line Tower
Obscured Area
Transmission Line Tower
Transmission Line Tower
Culvert
Slab
Obscured Area
TFP
LP
LP
1216
555.1
1316
519.4
1317
560.2
1416
520.3
TR
E M
ILE
MA
RK
ER
10
8004
539.0
5
CP
D 5
/8"C
IR
S
8005
536.4
6
CP
D 5
/8"C
IR
S
8800
539.3
4
SN
D T
RE
10
8801
539.1
0
RR
ST
8802
539.0
9
RR
1 S
T
8803
539.2
3
RR
8804
539.2
4
RR
1
8805
539.4
0
RR
1
8806
539.4
0
RR
8807
539.6
8
RR
1
8808
539.6
8
RR
8809
539.8
8
RR
RR
2 S
T N
C8810
539.8
9
RR
RR
3 S
T N
C
8811
540.1
8
RR
1
8812
540.1
7
RR
3
8813
540.1
6
RR
8814
540.1
6
RR
2
8815
540.4
3
RR
28816
540.4
3
RR
3
8817
540.4
6
RR8818
540.5
0
RR
1
8819
540.8
8
RR
1
8820
540.8
7
RR
8821
540.3
8
RR
3
8822
540.4
0
RR
2
8823
541.3
7
RR8824
541.3
9
RR
1
8825
541.9
7
RR8826
541.9
8
RR
1
8827
540.5
3
RR
3
8828
540.5
4
RR
2
8866
551.2
7
EC
ST
8867
553.8
5
EC
8868
556.4
1
EC
8869
559.1
0
EC
8870
562.0
1
EC
8910
565.4
8
EC
8911
561.9
0
EC
8912
559.0
7
EC
8913
556.5
0
EC
8914
553.8
1
EC
8915
551.2
9
EC
8916
557.7
3
EC
ST
8917
559.9
9
EC
8918
562.4
1
EC
8919
564.6
8
EC
8920
566.9
7
EC
8921
569.7
0
EC
8922
572.1
2
8957
571.4
1
EC
PC
8958
568.8
5
EC
8959
565.2
5
EC
8960
562.1
7
EC
8961
558.6
7
EC
8962
554.8
2
EC
8963
550.9
6
EC
8964
547.6
2
EC
EC
NT
8965
549.5
0
EC
ST
NC
8966
551.6
0
EC
8967
555.5
3
EC
8968
559.2
8
EC
8969
562.3
4
EC
PT
8970
563.2
6
EC
PC
8971
563.3
6
EC
8972
563.3
3
EC
PT8
973
562.5
2
EC
PC
8974
561.4
4
EC
8975
559.7
3
EC
PT8976
559.1
9
EC
8977
556.9
9
EC
9055
542.1
1
RR
ST
9056
542.1
0
RR
1 S
T
9057
543.7
3
RR
9058
543.7
1
RR
1
9059
544.9
7
RR
19060
544.9
5
RR
9061
546.2
1
RR
9062
546.2
2
RR
1
9063
540.6
7
RR
2 S
T N
C
9064
540.5
8
RR
3 S
T N
C
9065
540.8
1
RR
39066
540.8
9
RR
2
9067
541.2
2
RR
2
9068
541.1
7
RR
3
9069
541.6
8
RR
39070
541.6
4
RR
2
9071
542.0
4
RR
2
9072
541.9
8
RR
3
9073
542.1
5
RR
39074
542.2
5
RR
2
9075
542.3
7
RR
2
9076
542.3
2
RR
3
9077
540.3
3
CP
D 6
0D
NA
IL
9078
545.6
4
CP
D 6
0D
NA
IL
9091
542.8
1
RR
2
9092
542.7
4
RR
3
9093
543.0
6
RR
3 E
CN
T9094
543.1
8
RR
2 E
CN
T
9079
547.0
9
RR
PC
9080
547.1
0
RR
1 P
C
9081
548.0
3
RR
19082
548.0
7
RR
9083
549.1
2
RR
9084
549.1
0
RR
19085
550.3
8
RR
19086
550.4
1
RR
9087
551.4
6
RR
EC
NT
9088
551.4
7
RR
1 E
CN
T
910+00
915+00 920+00
925+00
905+00910+00 915+00
35FRN4I
900+00
905+00910+00 915+00
920+00
925+00
905+00910+00 915+00
920+00
925+00
10+00 15+00
20+00
25+00
55+00
60+0065+00
70+00
75+00
80+00
10+00
10+00
15+00
10+00
15+00
905+00
910+00 915+00
920+00
925+00
900+00
905+00910+00 915+00
920+00
925+00
10+00
15+00
S 4
2%
%d 3
4’ 11" E
S 12%%d 53’ 34" E
10+00
10+00
15+00
S 3
0%%
d 26’
50" E
S 4%%d 26’ 05" E
900+00905+00 910+00
915+00
920+00
925+00
S 5%%d 19’ 22" W
S 11%%d 37’ 47" W
900+00
905+00
910+00 915+00
920+00
925+00
900+00
905+00910+00 915+00
920+00
925+00
900+00
905+00
910+00 915+00
920+00
925+00
MLS-35S
WEA
TH
ES
GIL
VIN
WEA-GILV
10+00
35N-121
2
3
2 5
5
52
3
1
1
2
21
1
2
1
2
35WNB-I2-1
0^ 42’ 58.31"
35WNB-I2-2
0^ 31’ 15.13"
35WSB-I2-1
0^ 57’ 17.75"
35WNB-I2-4
0^ 31’ 15.13"
MLS-280-1
1^ 25’ 56.62"
MLS-280-2
1^ 25’ 56.62"
MLS-280-3
0^ 30’ 1.39"
BEGIN BRIDGE
| MLS-280 STA 906+99.00
END BRIDGE
[ 35WMLN30
STA 908+76.00
243
233
234
235
236
231
232
BEGIN BRIDGE
| 35WNB-I2 STA 912+23.00
END BRIDGE
| 35WNB-I2 STA 914+88.00
BEGIN BRIDGE
| 35WNB-I2 STA 920+51.00
END BRIDGE
| 35WNB-I2 STA 923+29.00
BEGIN BRIDGE
| 35WSB-I2 STA 920+34.00
END BRIDGE
| 35WSB-I2 STA 923+58.00
BEGIN BRIDGE
| 35WSB-I2 STA 913+55.00END BRIDGE
| 35WSB-I2 STA 915+86.00
WALL RWN25
WALL RWN26
242
WALL RWS30
WALL RWS31
BEGIN CONSTRUCTION
| 35FRN4I STA 903+00.00
END CONSTRUCTION
| 35FRN4I STA 918+80.00
280-MLN-2
2^ 53’ 05.94"
280W-35N-3
9^ 31’ 05.71"
280E-35N-1
9^ 37’ 36.06"
BEGIN BRIDGE
| MLS-35S STA 8+00
| 35WMLS30 STA 908+00
END BRIDGE 242| MLS-35S STA 24+05.11
BEGIN BRIDGE
| 280-MLN STA 908+75.00
280-MLN-1
2^ 51’ 53.24"
C1415
0^ 28’ 03.79"
BEGIN CONSTRUCTION
| 35N-121 STA 11+67.00
END OVERLAY
BEGIN CONSTRUCTION
|35WNB-I2 STA 904+00.00
END OVERLAY
BEGIN CONSTRUCTION
| 35WSB-I2 STA 912+00.00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:4
8 A
M
l:\w
ork\trans\112671 nte\cadd (segm
ent 3a and 3b)\seg3a\sheets interim
\seg 3ai - plan view
only sheets for 09.12.12 subm
ittal\S
EG
3A
I_S
CH
EM
_P
LA
N_11.dgn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 900+
00
MA
TC
H L
IN
E S
TA
. 924+
00
SHEET 11 OF 14
SEG3A
NOTE: DESIGN OF THE INTERIM IH35W GPL SOUTH OF
[ STATION 898+50 SHALL MEET 55 MPH AS PER RFI 30.
NOTE: ALIGNMENT MLS-280 SHALL BE CLASSIFIED AS
CONNECTOR/RAMP. ALIGNMENT 280-MLNI SHALL BE
CLASSIFIED AS CONNECTOR/RAMP. 12
LP
Culvert
Area Under Construction
Culvert
Obscured Area
Culvert
LP
Riprap
Culvert
S
Slab
Riprap
LP
Inlet
Reta
inin
g W
all
Slab
Slab
LP
Slab
Riprap
Slab
Riprap
LP
Retaining Wall
LP
Stock Pile
Stock Pile
Inlet
InletInlet
InletInlet
Inlet
Inlet
Inlet
InletInlet
Slab
Slab
Slab
Slab
LP
Slab
LP
Inlet
Slab
LP
Inlet
Inlet
Reta
inin
g W
all
Billboard
Billboard
LP
Slab
Slab
Inlet
Culvert
Slab
Slab
Inlets
Riprap
Slab
LP
MH
Slab
Billboard
Inlets
Inlets
Inlets
LP
LP
LP LP
Reta
inin
g W
all
LP
LP
LP
LP
FH
Retaining Wall
FP
LP
LP
Sign
Sign
Sign
TFPSlab
LP
TFP
Slab
Retaining Wall
Slab
Slab
InletInlet
InletInlet
Inlet
MH
MH
LP
Slab
Slab
Reta
inin
g W
all
LP
FH
Reta
inin
g W
all
LP
Posts
Posts
MH
LP
Inlet
Slab
FP LP
Inlet
A/C Units
Playground
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Inlet
LP
LP
LP
Slab
MH
Posts
Posts
LP
Posts
Posts
Posts LP
Slab MH
Ramp
S
Retaining Wall
Retaining Wall
Inlet
Slab
LP
Inlet
TFP
TFP
LP
MH
MH
Inlet
Inlet
TFP
S
Slab
MH MH
InletInlet
Slab
LPInlet
Stock Pile
Slab
Inlet
Slab
Slab
LP
Obscured Area
Obscured Area
MH
MH
FH
Paved Parking
Paved Parking
LP
Gate
LP
LP
LP
S
Sign
S
S
Slab
FH
Posts
S
LP
LP
LP
Posts
LP
Posts
MHGuard Posts
Sign
Inlet
Inlet
Retaining Wall
Slab MH
Guard Posts
Inlet
LP
Guard Posts
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
Inlets
Inlet
Riprap
Inlet
MH
MH
FH
Slab
MH
MH Slab
Inlets
TFP
Billboard
Posts
Obscured Area
MH
Slab
Obscured
Area
S
Obscured
Area
Paved
Parking
Retaining
Wall
Reta
inin
g W
all
Obscured Area
Obscured
Area
Obscured
Area
Obscured
Area
Obscured Area
Obscured Area
1219
600.5
1318
559.8
1319
596.3
1418
556.4
1419
583.0
Paved Parking
Paved Parking
Paved Parking
8978
588.2
9
EC
ST
8979
585.9
9
EC
PC
8980
583.7
3
EC
8981
581.2
8
EC
8982
579.0
5
EC
8983
576.7
3
EC
8984
574.4
0
EC
8985
573.5
1
EC
EC
NT
8986
576.7
3
EC
ST
NC
8987
578.8
0
EC
8988
580.9
2
EC
8989
583.2
6
EC
8990
585.3
1
EC
8991
587.5
7
EC
PT
8992
589.8
0
EC
8993
590.9
9
EC
9036
595.8
8
EC
ST
9037
596.1
5
EC
9038
596.4
7
EC
9039
596.2
9
EC
9040
595.4
4
EC
9041
594.1
8
EC
9042
592.9
8
EC
9043
592.9
7
EC
ST
9044
594.1
6
EC
9045
595.3
7
EC
9046
596.2
1
EC
9047
596.4
7
EC
9048
596.1
7
EC
9049
595.6
7
EC
9050
586.9
5
AE
ST
547.0
9
RR
PC
RR
1 P
C
9081
548.0
3
RR
19082
548.0
7
RR
9083
549.1
2
RR
9084
549.1
0
RR
1
9085
550.3
8
RR
19086
550.4
1
RR
9087
551.4
6
RR
EC
NT
9088
551.4
7
RR
1 E
CN
T
925+00
930+00
935+00940+00
945+00
35WSB-I2
280-MLN
I
MLS-2
80
925+00
925+00
930+00
935+00
940+00
35WNB-I2945+00S 2%%d 19’ 31" E
35W-ML35WMLN30
10+00
15+
00
20+
00
30+
00
35+
00
40+00
45+00
25+00
E35N280
280E-35N
280W35N
80+00
10+00
15+
00
35S-280W
SP
UR
280
15+00
20+00
925+00
930+00
935+00
925+00
930+00
935+00 940+00
945+00
925+00
930+00
935+00 940+00
945+00
S 11%%d 37’ 47" W
925+00
930+00
935+00 940+00
945+00
S 11%%d 37’ 47" W
925+00
930+00
935+00940+00
945+00
925+00
930+00
935+00940+00
945+00
S 11%%d 37’ 47" W
S 11%%d 37’ 47" W
100+00
105+00
935+00
940+00
10+00
15+00
2
5
5 5
35
1
2
1
1
3
3
1
1
2
3
35WNB-I2-6
1^ 0’ 0.00"
35WSB-I2-3
1^ 0’ 0.00"
237
END CONSTRUCTION
| 35WNB-I2 STA 929+00.00
PAVEMENT WIDENING
PAVEMENT WIDENING
35WSB-I2-2
0^ 31’ 15.13"
MLS-280-4
3^ 34’ 51.55"
T
END BRIDGE
| SPUR-280 STA 34+86.00
BEGIN BRIDGE
| SPUR-280 STA 30+20.00
WALL RWS28
WALL RWN27
WALL RW31A
WALL RWN31
END BRIDGE 243
[ 35WMLN30
STA 924+10.97
END CONSTRUCTION
| 35SB-I2 STA 929+00.00
PAVEMENT
WIDENINGBEGIN WIDENING
| 35SB-I2 STA 332+40.00
END WIDENING
| 35SB-I2 STA 343+26.00
| 280E-35N
STA 17+03.00
T
T
PA
VM
’T W
IDEN
ING
| 280W35N
STA 17+83.54
BEGIN CONST.
BY TxDOT
| SPUR280 STA. 29+34.72
BEGIN CONST. BY TxDOT
| SPUR280 STA. 38+33.82
END CONST. BY TxDOT
| E35N280
STA 15+00.00
BEGIN CONST.
BY TxDOT
| E35N280
STA 19+61.00
END CONST.
BY TxDOT
| 280W35N
STA 24+41.64
END CONST.
BY TxDOT
END NB MANAGED LANE
[ 35WML STA 935+91.00
END BRIDGE 242
| MLS-35S STA 24+05.11
END BRIDGE
| 280-MLN
STA 929+72.86
BEGIN CONST.
BY TxDOT
C1416
0^ 1’ 08’ 45.30"
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
1:5
5 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_1
2.d
gn
PLAN & PROFILE
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 924+
00
MA
TC
H L
IN
E S
TA
. 948+
00
SHEET 12 OF 14
SEG3A
SE
E S
HE
ET
15
BEGIN CONSTRUCTION
| SPUR280 29+34.72
BEGIN CONST
| E35N280
STA 15+00.00
END CONST
| E35N280
STA 19+61.22
13
LP
S
Sign
S
S
Slab
FH
Guard Posts
Posts
LP
Posts
Posts
S
MH
Guard Posts
Sign
Inlet
Inlet
Slab MH
Guard Posts
Inlet LP
Guard Posts
S
Guard Posts
Ramp
RampRamp
LP
Retaining W
all
Inlet
Posts
Posts
Inlet
Inlet
Inlet
LP
Slab
Inlet
Riprap
Inlet
MH MH
MH MH Slab
Inlets
TFP
LP
TFP
TFP MH
InletInlet
Inlet
Slab
Billboard
Posts
Stock Pile
Obscured Area
Obscured Area
Obscured Area
Inlet
Retaining Wall
Posts
MHS
Inlet
MH
LP
Inlet
MH
Posts
LP
MH
Slab
LP
S
Posts
LP
Inlet
LP
Slab
MH
MH
TFP
Slab
LP
TFP
Inlet
Posts
LP
Inlet
Slab
Slab
LP
Slab
MH
LP
LP
Slab
SlabSlab
Inlet
Inlet
Inlets
Obscured Area
Inlet
Inlet
Inlet
MH
Inlet
Slab
Slab
Retaining Wall
MH
Riprap
Retaining Wall
Slab
Retaining Wall
Ruins
Ramp
FH
Gate
Paved Parking TFP
TFP
Slab
Slab
Sign
Posts
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Reta
inin
g Wall
Inlet
LP
Inlet
Slab
MH
Inlet
LP
Slab
Inlet
Slab
Inlet
Inlet
Inlet
MH
Slab
S
LP
LP
Slab
Antenna
Inlet
Inlet
Inlet
FH
Inlet
Inlet
FH
Slab
Tanks
Slab
Slab
S
LP
Culvert
Posts
LP
Riprap
MH
MH
LP
Slabs
MH
SlabsSlabs
Inlet
LP
Ramp
ObscuredArea
Paved
Obscured
Area
Obscured
Area
PavedParking
S
Obscured Area
Obscured Area
Obscured Area
Obsc
ured A
rea
Obscured Area
Obsc
ure
d A
rea
Obscured Area
Obscured Area
Obscured Area
Obscured A
rea
Obscured Area
Obscured Area
Obscured Area
Paved Parking
Paved Parking
PavedParking
1219
600.5
1319
596.3
1320
602.5
1419
583.0
1420
605.5
Paved Parking
Paved Parking
9036
595.8
8E
C S
T
9037
596.1
5E
C
9038
596.4
7E
C
9039
596.2
9E
C
9040
595.4
4E
C
9041
594.1
8E
C
9042
592.9
8E
C
9043
592.9
7E
C S
T
9044
594.1
6E
C
9045
595.3
7E
C
9046
596.2
1E
C
9047
596.4
7E
C
9048
596.1
7E
C
9049
595.6
7E
C
950+00 955+00 960+00
950+00 955+00
S 3%%d 16’ 59" E
950+00 955+00 960+00
S 3%%d 17’ 50" E
950+00 955+00
950+00 955+00 960+00
S 3%%d 17’ 50" E S 4%%d 01’ 15" E
S 3%%d 17’ 50" E
5
3
435W
INTERSTATE
C1417
0^ 0’ 28’ 38.87"
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/2
1/2
01
2
11:2
2:0
2 A
M
l:\w
ork
\tran
s\1
12
67
1 n
te\cad
d (seg
men
t 3
a an
d 3
b)\seg
3a\sh
eets in
terim
\seg
3
ai - p
lan
v
iew
o
nly
sh
eets fo
r 0
9.1
2.1
2 su
bm
ittal\S
EG
3A
I_
SC
HE
M_
PL
AN
_1
3.d
gn
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
MA
TC
H L
IN
E S
TA
. 9
48
+0
0
SHEET 13 OF 14
SEG3A
14
Rip
rap
LP
Inle
t
Retaining Wall
Sla
b
Sla
b
LP
Sla
b
Rip
rap
Rip
rap
LP
Billb
oard
Inle
ts
Sla
b
M
H
Inle
ts
Inle
ts
LP
LP
LP
LP
Reta
inin
g W
all
Ret
ainin
g W
all
LP
LP
LP
LP
Sla
bR
eta
inin
g W
all
LP
FH
Reta
inin
g W
all
LP
Post
s
Post
s
MH
LP
Inle
t
Sla
b
FP
LP
Inle
t
A/C
Units
Pla
yground
Ret
ainin
g W
all
Pav
ed P
arkin
g
Pav
ed P
arkin
g
LP
Gat
e LP
LP
LP
S
Sig
n
S
S
Sla
b FH
LP
Post
s
Post
s
S
LP
Post
s
MH
Guar
d P
ost
s
Sig
n
Inle
t
Guar
d P
ost
s
Inle
t
LP
Post
s
MH
S
Reta
inin
g W
all
Pav
ed P
arkin
g
Obsc
ure
d A
rea
1418
556.4
1419
583.0
Pav
ed P
arkin
g
Pav
ed P
arkin
g
115+00
120+00
MLS-280
935+00
940+00
945+00
950+00
280E
40+00
45+00
10+00
15+
00
CY
PR
ES
S
960+00
935+00
940+00
100+00
105+00
110+00
115+00
120+00
287NB
935+00
940+00945+00
950+00
955+00
960+00
3
3
3
4
1
1
2
3
245
287
MLS-280-6
1^ 54’ 35.49"
MLS-280-5
1^ 54’ 35.49"
239
PAVM’T WIDENING
BEGIN BRIDGE
[ CYPRESS
STA 12+41.00
END BRIDGE
[ CYPRESS
STA 14+59.00
END CONST.
[ CYPRESS
STA 16+18.72
WALL RW280N2
WALL RW280S1
WALL RW2801A
WALL RW280N1
BEGIN CONSTRUCTION
[ CYPRESS STA 9+40.00
PAVM’T WIDENING
PAVM’T WIDENING
| SPU
R280 S
TA
. 38+33.8
2
EN
D C
ON
ST. B
Y T
xDO
T
| 280-MLNI
STA 943+01.44
END CONST.
BY TxDOT
END BRIDGE
| MLS-280
STA 946+59.00
BEGIN CONST.
BY TxDOT
280-MLN-3
3^ 22’ 13.22"
RECONSTRUCT EXIST.
PEDESTRIAN BRIDGE
PEDESTRIAN RAMP TO BE
CONSISTENT WITH EA.
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
IH 35W
TARRANT
9/21/2012
11:1
1:5
2 A
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3A
\Sheets
Inte
rim
\SE
G 3
AI -
PL
AN
VIE
W O
NL
Y S
HE
ET
S F
OR
09.1
2.1
2 S
UB
MIT
TA
L\S
EG
3A
I_S
CH
EM
_P
LA
N_14.d
gn
PLAN & PROFILE
IH 35W
AECOM Technical Services Inc.- 3580
NORTH TARRANT EXPRESS - SEGMENT 3A
LEGEND
BRIDGE IDENTIFIER
EXISTING RIGHT-OF-WAY
SIDEWALK
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS/SURFACE STREET
PROPOSED SHOULDERS
HOV DECLARATION AREA
TRAFFIC DIRECTION
EXISTING PAVEMENT REMOVAL
PROPOSED GORE
ALIGNMENT NAME
STRUCTURE LIMITS AND
BENTS / COLUMNS
PROPOSED STRUCTURE
PROPOSED DIRECT CONNECTOR/PROPOSED RAMP
POTENTIAL DISPLACEMENTS
PROPOSED RETAINING WALL
170W35S
PROPOSED NOISE WALL
RAMP TOLL GANTRY
MANAGED LANE TOLL GANTRY
TTT
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
TEMPORARY RAMP
Fernando Gaytan, P.E.
92244
’PROPOSED SIDE STREET
3 NUMBER OF TRAFFIC LANES
ADDITIONAL ROW REQUIRED
PROPOSED DRAINAGE EASEMENT
HORZ.: 1" = 200’
OVERLAY
9/21/2012
PROPOSED CONTROL-OF-ACCESS
EXISTING CONTROL-OF-ACCESS
PROPOSED RIGHT-OF-WAY
120+00 125+00130+00 135+00
10+00
15+
00
960+00
120+00 125+00130+00 135+00
955+00
960+00
965+00
3
4
1
3
1
4 3
1
PAVEMENT WIDENING
PAVEMENT WIDENING
END PAVEMENT WIDENING
| 280E STA 128+67.00
161’LT
END CONSTRUCTION
| FR280E STA 963+78.00BEGIN CONSTRUCTION
| FR280E STA 956+70.10
PAVM’T WIDENING
END PAVEMENT WIDENING
| 280E STA 129+93.00
BEGIN PAVEMENT WIDENING| 280E STA 125+07.00
END PAVEMENT WIDENING
| 280E STA 130+79.00
SHEET 14 OF 14
SE
E S
HE
ET
13
MA
TC
H L
INE
ST
A. 1
20+
00
MA
TC
H L
INE
ST
A. 120+
00
SEG3A
SPUR 280/US 287 PLAN
NOTE: PEDESTRIAN BRIDGE ON SPUR 280 WILL HAVE THE
NORTH ABUTMENT AND RAMP INSIDE THE HARMOND PARK
PROPERTY. SEGMENT 3A PROPOSAL IS BASED ON THE
ASSUMPTION THAT THE DEVELOPER WILL BE ALLOWED TO
PLACE THE ABOVE STRUCTURAL CONPONENTS INSIDE THE
HARMOND PARK PROPERTY AS THE CURRENT PEDESTRIAN
BRIDGE DOES.
CURVE CYPRESS-1 SHALL MEET A DESIGN SPEED OF 15 MPH
AS PER RFI 34.
15