35W_820_PL_01.dgn I H30W I35w Schematic Plan

User Manual: iH30W

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AECOM Technical Services Inc.- 3580
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
COVER SHEET
2-8
MAY 17, 2010
PROJECT LOCATION
Location / Key Map
RAILROAD
NORTHERN
FORT
WORTH
MEACHAM
AIRPORT
RY
MANGHAM
AIRPORT
NORTHERN
UNION
170
170
180
180
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
121
183
820
26
26
1938
3029
820
26
183
474
820
26
820
474
121
157
157
157
157
30
820
20
183
465
30
377
30
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
820
20
P
35W
1938
3029
10
SANTA FE
SANTA FE
DART (SSW)
3029
B287
P
199
347
1938
377
121
183
121
3030
287
180
157
157157
303
180
81
287
UNION
114
377
UP RR
156
114
377
114
B N S F
377
114
20
180
FORT
WORTH
PELICAN
ISLAND
AVONDALE
Pop 795
SOUTHLAKE
COLLEYVILLE
SANSOM PARK
VILLAGE
WESTWORTH
VILLAGE
LAKE
WORTH
NEWARK
ROANOKE
Pop 315
TROPHY CLUB
WISE COUNTY
DENTON COUNTY
TARRANT COUNTY
HICKS
AIRFIELD
BURLINGTON
UNION
GOODE
AIRPORT
UP RR
PACIFIC
RAILROAD
RAILROAD
NORTHERN
BURLINGTON
UNION
UP RR
RAIL TRAN
(RLTN)
RAILTRAN
UNION PACIFIC RAILROAD
UP RR
UP RR
PACIFIC
RAILROAD
PACIFIC
RAILROAD
CTRL
RAILROAD
BURLINGTON
UP RR
PACIFIC
RAILROAD
360
B287
P
B287
P
30
377
287
35W
20
820
820
20
287
35W
B287
P
3479
3479
B287
P
30
C
P
P
PACIFIC
RAILROAD
BURLINGTON
NORTHERN
SANTA FE
UNION
CORP
(RLTN)
DALLAS
AREA
RAPID
(DART)
DALLAS
AREA
RAPID
TRANSIT
(DART)
BNSF
DART
BNSF
CORP
SANTA FE
CORP
BNSF
BNSF
LINK
DART
(SSW)
TRANSIT
UPRR
CTRL
CORP
UPRR
UPRR
BNSF
UNION
UNION
PACIFIC
RAILROAD
BNSF
UP RR
PLANT 4
AIR FORCE
CARSWELL STATION/
JOINT RESERVE BASE
35W35W
B287
P
ARLINGTON
MUNICIPAL
AIRPORT
BN RR
3433
PACIFIC
RAILROAD
114
FORT WORTH
ALLIANCE
AIRPORT
170
118
156
287
287
287
199
TEXAS
199
TEXAS
170
TEXAS
114
TEXAS
114
TEXAS
HALTOM
CITY
DIDO
LAKEVIEW
AVON
HASLET
KELLER
RIVER OAKS
LAKESIDE
WHITE
SETTLEMENT
SAGINAW
BLUE MOUND
WATAUGA
BEDFORD
HURST
RICHLAND
HILLS
BENBROOK
WESTOVER
HILLS
FOREST HILL
EDGECLIFF
Pop 11,482
PANTEGO
DALWORTHINGTON
GARDENS
Pop 2,371
Pop 1,758
NORTH
RICHLAND
HILLS
MARSHALL
CREEK
WESTLAKE
121
TEXAS
287
170
TEXAS
114
TEXAS
183
183
183
10
377
303
B287
B287
508
180
199
TEXAS
287
114
TEXAS
BNSF
UNION PACIFIC
UPRR
BNSF
377
157
820
820
35W
30 30
20
820
35W
820
820
30
30
20
121
TEXAS
1
INTERCHANGE LAYOUT
NORTH TARRANT EXPRESS
IH35W / IH820 INTERCHANGE
PROPOSAL SCHEMATIC PLAN SET
IH35-IH820 INSTERCHANGE PROPOSED COMPLIES WITH
NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2, INCLUDING
SHOULDER FLIP, SSD, & GRADES SET FORTH THEREIN. THIS
CORRESPONDS TO CONNECTORS FOR WHICH A MINIMUM SSD
OF 305’ IS REQUIRED: 820E35S, 35N820W, 820E35N, 35N820E,
820W35S, MLW-N, MLS-E. CONNECTORS WITH A MINIMUM SSD
OF 360’ INCLUDE: 35S820W, 820W35N, 35S820E, MLW-S, MLN-E.
A 5% MAXIMUM SLOPE IS PROPOSED FOR ML RAMP CONNECTING
IH35W-NB TO IH35W-EB (MLN-E).
THE PROPOSED SCHEMATICS ARE PRELIMINARY AND SUBJECT
TO CHANGE.THE LOCATIONS OF ALL BRIDGES & ABUTMENTS
ARE PRELIMINARY AND SUBJECT TO MODIFICATION DURING
DETAIL DESIGN PHASE. THE LOCATION OF RETAINING WALLS
IS PRELIMINARY AND SUBJECT TO MODIFICATION DURING
DETAIL DESIGN PHASE.
SEE NOTE ON SHEET 3 OF 8 INTERCHANGE ALONG IH820.
NOTES:
1.
2.
3.
4.
ROADWAY
60 MPH
60 MPH
40 MPH
50 MPH
FRONTAGE ROADS...............................
RAMPS/COLLECTORS.............................
DESIGN
SPEED
GENERAL PURPOSE .............................
MANAGED LANES ...............................
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
$DATE$
$TIME$
$FILE$
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
TFP
PP
1-1-6
H-3
Billboard
PP
1-2-13
Overhead Sign
Overhead Sign
PP
1-2-14
H-4
TFP
LP
LP
Sign
LP
Overhead Sign
LP
LP
LP
LP
LP
LP
LP
LP
LP
Sign Pole
PP
1-2-15
LP
LP
TFP
LP
Billboard
Slab
Slab
Culvert
Inlet
Inlet
Inlet
Culvert
Mobile Home Park
Inlet
Sign
Inlet
Sign
Culvert
Inlet
Culvert
Culvert
Culvert
Sign
Sign
Inlet
Sign
Paved Parking
Inlet
Gate
Sign
Sign
Culvert
Culvert
Stock Pile
Culvert Culvert
Paved Parking
Inlet
Inlet
Inlet
Slab
Slab
Inlet
Culvert
Culvert
Slab
Inlet
Sign
Sign
Sign
Posts
Riprap
Riprap
Slab
Obscured Area
Culvert
Sign
Inlet
S
S
Inlet
Obscured Area
Riprap Riprap
Riprap
Riprap
Inlet
Culvert
Slab
Paved Parking
Culvert
Culvert
Culvert
Obscured Area
Obscured Area
Inlet
TFP
TFP
LP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
MH
MH
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
LP
LP
TL
TFP
TFP
TL
TL
FP
FP
FP
FP
FP
FP
FP
FP
MH
TL
FH
LP
TL
TL
TL
TL
TL
TL
LP
LP
LP
TL
MH
LP
LP
LP
LP LP
LP
FH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Obscured
Area
Retaining
Wall
Paved
Parking
Obscured
Area
Obscured
Area
Obscured
Area
Billboard
Posts
Sign
Slab
Sign
Ramp
Inlet
Inlet
Inlet
Inlet
Ramp
Slab
Paved Parking
Paved Parking
Obscured Area
Obscured Area
Obscured Area
Unpaved Parking
LP
LP
LP
LP
LP
LP
FH
LP
LP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Obscured
Area
Obscured
Area
Mobile
Home
Park
Paved Parking
704
634.1
705
653.5
1135
626.7
1137
630.5
1171
642.4
1235
630.1
N 89^ 27’ 52.96" E
620+00
625+00
630+00 635+00 640+00 645+00
345+00 350+00
355+00
360+00 365+00
370+00
S 69^ 53’ 16.77" E
N 75^ 11’ 46.22" E
S 0^ 32’ 07.68" E
10+00 15+00 20+00
25+00
10+00
15+00
10+00
15+00
20+00
25+00
S 65^ 21’ 35.10" E
S 83^ 02’ 07.03" E
N 75^ 11’ 46.22" E
N 70^ 32’ 01.59" E
S 89^ 18’ 34.72" E
10+00
15+00
20+00 25+00
620+00
625+00
630+00 635+00 640+00 645+00
N 89^ 27’ 52.96" E N 89^ 27’ 52.96" E
N 89^ 27’ 52.96" E N 89^ 27’ 52.96" E
620+00
625+00
630+00 635+00 640+00 645+00
N 70^ 32’ 01.59" E
N 86^ 56’ 59.40" E N 86^ 56’ 59.40" E
10+00
15+00
20+00
25+00
340+00
345+00
350+00
355+00
360+00
365+00
N 75^ 31’ 59.11" E
S 71^ 50’ 34.51" E
N 89^ 27’ 52.24" E
MARK IV PKWY.
MARK IV PKWY.
SUPERIOR
NORTHEAST
LITTLE FOSSIL CR.
LITTLE FOSSIL CR.
3
3
3
3
2
3
3
2
1
1
3
3
4
CLMARK4
CL820
820W-M4
CL820 636+91.62
BEGIN BRIDGE
| 820E35S
STA. 22+70.00
BEGIN BRIDGE
| GP820W
STA. 635+34.00
BEGIN BRIDGE
| GP820W
STA. 630+20.00
END BRIDGE
| GP820W
STA. 632+20.00
HOV DECLARATION LANE
BEGIN CONSTRUCION
MARK IV PKWY. STA.11+47.94
END CONSTRUCION
MARK IV PKWY. STA.21+42.00
MARKU1
MARKU2
END BRIDGE
B GP820E
STA. 638+60.00
END BRIDGE
B 820E35S
STA. 18+25.00
CLMARK IV 15+86.85
END BRIDGE
| GP820E
STA. 632+20.00
BEGIN BRIDGE
| GP820E
STA. 635+32.00
END BRIDGE
| GP820W
STA. 638+58.00
END BRIDGE
| 35S820W
STA. 18+43.00
30
31
22
23
24
25
Match Line - Sta. 648+00
SCALE: 1’ = 200’
SHEET 1 OF 7
STA. 618+00 - STA. 648+00
IH 820
BEGIN BRIDGE
STA. 630+20.00
| GP820E
820
BEGIN FRONTAGE ROAD
CONSTRUCTION
| EBFR1 STA. 361+34.46
BEGIN FRONTAGE ROAD
CONSTRUCTION
| WBFR1 STA. 355+96.74
BEGIN INTERCHANGE
IH35W STA 620+00.00
MATCH EXISTING
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
$DATE$
$TIME$
$FILE$
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
LP
LP
LP
Overhead Sign
LP
PP
1-2-16
H-5
LP
LP
FH
LP
LP
LP
FP
LP
FH
LP
LP
Overhead Sign
LP
PP
1-2-17
H-6
Overhead Sign
LP
LP
Overhead Sign
LP
PP
1-2-18
H-7
LP
LP
Overhead Sign
Riprap
Riprap
Inlet
Slab
Riprap Riprap
Slab
Posts
Culvert
Area Under Construction
Slab
Inlet
Riprap
Inlet
Riprap
Riprap
Inlet
Inlet
Sign
Slab
Inlet
Inlet
Inlet
Paved Parking
Paved Parking
Slab
Posts
Posts
Guard Posts
Gate
Posts
Inlet
Culvert
Culvert
Riprap
Culvert
Culvert
Paved Parking
Paved Parking
Paved Parking
Ramp
Unpaved Parking
Obscured Area
Inlet
Inlet
Inlet
Riprap
Slab
Slab
Riprap
Riprap
Inlet
Riprap
Inlet
Riprap
Slab
Riprap
Riprap
Riprap
Inlet
Inlet
Slab
Slab
Slab
Inlet
Inlet
Inlet
Inlet
Slab
Inlet
Inlet
Slab
Slab
MH
MH
FH
FH
MH
FH
LP
LP
LP
LP
LP
LP
LP
FH
MH
FP
MH
MH
MH
MH
MH MH
MH
LP
LP
LP
LP
LP
LP
LP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Obscured
Area
Obscured
Area
Obscured
Area
Culvert
Culvert
Culvert
Culvert
Slab
Culvert
Culvert
Slab
Posts
Slab
Earthen Dam
LP
FH
MH
MH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Obscured
Area
Inlet
Gate
Culvert
S
S
Slab
LP
FH
FH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
706
637.3
707
617.0
708
623.3
1140
640.7
1141
629.7
1142
620.1
1172
639.7
1226
638.6
650+00 655+00 660+00
665+00
670+00 675+00
M4-820E
820W-M4
MB-35WN
WBF2
35S820W
35N820W
820E35N
820E35S
35S820W
35S820E
35N820W
820E35N
820E35S
820E35N
820W35N
820W35S
820E35S
820W35S
35N820W
35S820E
35N820E
35N820E
820W35N
820W35S
MLW-N
MLW-S
MLN-E
MLS-E
WBFR1
EBFR1
EBFR2
375+00
380+00
385+00
10+00 15+00
20+00
25+00
30+00
35+00
10+00
15+00
20+00
10+00
15+00
15+00
20+00
25+00
10+00
15+00
20+00
25+00
10+00
15+00
10+00
15+00
10+00
15+00
365+00
370+00
40+00
45+00
50+00
30+00
35+00
40+00
45+00 50+00
30+00
35+00
40+00
45+00
30+00
35+00
40+00
45+00
615+00
620+00
625+00 630+00
615+00 620+00
625+00
630+00
615+00
620+00
625+00
630+00
650+00
655+00
660+00
665+00
670+00
675+00
650+00
655+00
660+00
665+00
670+00
675+00
20+00
25+00
30+00
35+00
30+00
35+00
40+00
40+00
45+00
50+00
55+00
10+00
15+00
20+00
25+00
30+00
15+00
20+00
25+00
30+00
35+00
370+00
375+00
370+00
375+00
380+00
35+00
40+00
45+00
50+00
35+00
40+00
45+00
50+00
URBAN
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
1
1
3
1
1
3
2
2
1
1
2
1
820E35S
M4-820E
35S820W
35N820W
820E35N
35S-MB
MLS-E
MLW-N
35S820E
820W35S
820W35N
MLW-S
MLN-E
35N820E
BS-820W
GP820W
MB-35N
GP35S
GP35N
PETROLEUM
PIPELINE
CL820 662+95.89
CL35W 618+93.98
END BRIDGE
CLASS CULVERT
10
14
20
15
12
19
1
7
18
21
16
4
17
11
13
Match Line - Sta. 611+00
Match Line - Sta. 648+00
Match Line - Sta. 678+00
Match Line - Sta. 630+00
SHEET 2 OF 7
IH 820
STA. 648+00 - STA. 678+00
SCALE: 1" = 200’
820
35W
END FRONTAGE ROAD
CONSTRUCTION
| WBF2 STA 364+00.00
CONNECTOR
SSD
V (MPH)
D
820E35S
820E35N
35N820W
35S820W
50
50
50
50
305’
305’
305’
360’
NOTE: SHOULDER WIDTHS FOR THE FOLLOWING
CONNECTORS WERE FLIPPED, PLACING THE 8’
SHOULDER ON THE INSIDE CURVE, TO MEET STOPPING
SIGHT DISTANCE (SSD) REQUIREMENTS SET FORTH IN
NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2.
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
$DATE$
$TIME$
$FILE$
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
Slab
Inlet
Inlet
Gate
Gate
Gate
Slab
Gate
Inlet
Gate
Sign
Posts
Posts
Slab
Slab
Slab
Paved Parking
Paved Parking
Paved Parking
Slab Slab
Inlet
Inlet
S
S
Area Under Construction
Paved Parking
Ramp
Ramp
Slab
Slab
Area Under Construction
Slab
Slab
Slab
Slab
Slab
Slab Slab
Paved Parking
Slab
Slab
Sign
Sign
Obscured Area
Inlet
Posts
Inlet
Inlet
Gate
Inlet
Slab
Inlet
Sign
Slab
Inlet
Sign
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
S
Sign
Slab
Slab
Sign
S
Paved Parking
Pool
Slab
S
Paved Parking
S
S
Culvert
Culvert
Posts
Inlet
Inlet
Slab
Slab
Sign
Retaining Wall
Retaining Wall
Paved Parking
Paved Parking
Slab
Slab
Slab
Slab
Slab
Slab
S
S
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Inlet
Obscured Area
Inlet
Sign
Inlet
Inlet
Inlet
Obscured Area
Sign
S
Sign
Inlet
Inlet
Inlet
Inlet
Obscured Area
Gate
Slab
Guard Posts
Slab
Slab
Sign
Culvert
Posts
Gate
Slab
Inlet Inlet
Inlet
Inlet
Guard Posts
Guard Posts
Guard Posts
Slab
Slab
Slab
Slab
Slab
Slab
Sign
Culvert
Culvert Culvert
Ramp
SS
Gate
Gate
Slab
Gate Gate
Paved Parking
Paved Parking
Paved Parking
Inlet
Slab
Posts
Slab
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
FH
FH
LP
MH
FH
FH
FH
MH
MH
FH
LP
LP
LP
LP
LP
LP
MH
FH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
FH
LP LP
FH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
GL
LP
FH FH
MH
FH
FH
LP
LP
LP
FH
MH
LP
LP
LP
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
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
FP
LP
FH
LP
LP
FP
FH
LP
LP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Paved
Parking
Guard
Posts
Guard
Posts
Obscured
Area
Paved
Parking
Paved
Parking
Obscured
Area
Obscured
Area
Obscured
Area
Retaining
Wall
Paved
Parking
Paved
Parking
Satellite
Dish
Paved
Parking
Obscured
Area
709
628.6
710
639.8
1143
623.1
1144
625.7
3790/172
3799/413
EASEMENT
3790/175
D206166727
CAB A/11075
D205224302
680+00 685+00
695+00
700+00
705+00
820E-BS
BS-820W
EBFR2
690+00
20+00
10+00
15+00
20+00
25+00
375+00 380+00 385+00
390+00
395+00
400+00
55+00 60+00 65+00 70+00
75+00
50+00 55+00 60+00 65+00
70+00
50+00
55+00
680+00
685+00
690+00
695+00
700+00
705+00
680+00 685+00
690+00
695+00
700+00
705+00
60+00
65+00
70+00
75+00
40+00
385+00
390+00
395+00
400+00
405+00
410+00
55+00
55+00
60+00
65+00
N. RIVERSIDE DR.
N. RIVERSIDE DR.
1
2
2
2
3
2
1
2
1
2
2
2
2
2
2
2
4
4
2
820E-BS
820W35N
GP820W
END BRIDGE
| 35N820E
END BRIDGE
| MLW-S
STA. 55+10.00
END BRIDGE
| 820W35N
STA. 60+40.00
STA. 61+90.00
Match Line - Sta. 678+00
SHEET 3 OF 7
IH 820
STA. 678+00 - STA. 708+00
SCALE: 1" = 200’
END CONSTRUCTION
IH820 STA 702+60.00
MATCH CONSTRUCTION BY OTHERS
820
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
$DATE$
$TIME$
$FILE$
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
Gate
Inlet
Inlet
Inlet
Inlet
Slab
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Slab
Obscured Area
Obscured Area
Inlet
Obscured Area
Slab
A/C Units
A/C Units
A/C Units
Paved Parking
Paved Parking
Paved Parking
Paved Parking
S
Gate
Slab
S
S
S
S
Paved Parking
Paved Parking
Paved Parking
Sign
S
A/C Units
A/C Units
A/C Units
Goal
Athletic
Court
Pool
Pool
Slab
Sign
A/C Units
A/C Units
Paved Parking
Paved Parking
S
Obscured Area
MH
MH
LP
LP
LP
LP
FH
Sign
LP
LP
LP
LP
LP
FH
LP
LP
LP
LP
FH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
FP
LP
MH
MH
MH
X
X
X
X
X
X
X
X
X
X
X
X
Culvert
Inlet
Slab
Inlet
Inlet
Pond
Inlet
LP
LP
LP
MH
LP
Gate
Sign
Slab
Inlet
Inlet
Inlet
Sign
Slab
Slab
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Playground
Inlet
Inlet
Inlet
Inlet
Inlet
Ramp
S
S
S
Inlet
Inlet
Inlet
Inlet
Inlet
Sign
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Inlet
Inlet
LP
LP
LP
LP
LP
MH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
FH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
MH
MH
LP
LP
LP
LP
FH
LP
LP
FP
MH
LP
LP
X
X
X
X
Guard
Posts
Obscured
Area
Obscured
Area
729
637.0
1145
624.1
1154
646.1
1156
644.9
1225
635.3
4036/466
729
637.0
1145
624.1
1154
646.1
1156
644.9
1225
635.3
405+00
N 0^ 45’ 58.46" W
S 0^ 45’ 58.42" E
10+00
15+00
65+00
580+00 585+00
S 0^ 45’ 58.46" E
S 0^ 45’ 58.46" E
580+00 585+00
580+00 585+00
330+00
335+00
OLD DENTON
SANDSHELL
2
2
2
2
2
2
3
4
2
1
GP35N
GP35S
GP35N
GP35S
GP35N
GP35S
Match Line - Sta. 587+00
SHEET 4 OF 7
BEGIN - STA. 587+00
SCALE: 1" = 200’
BEGIN INTERCHANGE
IH35W STA 581+00.00
MATCH SEGMENT 3B
35W
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
$DATE$
$TIME$
$FILE$
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
Sign
Slab
Inlet
Inlet
Inlet
Culvert
Inlet
Inlet
Inlet
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Sign Sign
Obscured Area
TFP
LP
FH
LP
LP
LP
LP
LP
MH
MH
MH
MH
MH
Overhead Sign
Earthen Dam
Sign
Inlet
Culvert
Culvert
Earthen Dam
Slab
Earthen Dam
Culvert
Culvert
LP LP
LP LP
LP
LP
X
X
X
X
X
X
X
X
730
636.1
1163
635.1
1207
640.4
3799/413
4077/14
4036/466
730
636.1
1163
635.1
1207
640.4
380+00
385+00
390+00 395+00
400+00
N 0^ 14’ 01.54" E
N 2^ 12’ 26.34" W
30+00 35+00 40+00
10+00
15+00 20+00
25+00
10+00
15+00 20+00
25+00
S 3^ 14’ 01.54" W
S 4^ 45’ 58.46" E
S 3^ 08’ 07.62" E
S 2^ 12’ 26.34" E S 2^ 12’ 26.34" E
20+00 25+00
30+00
35+00
40+00
N 0^ 40’ 32.21" E
45+00
50+00 55+00 60+00
65+00
10+00
15+00
20+00 25+00
S 0^ 45’ 58.46" E
10+00
15+00
20+00 25+00
30+00
S 0^ 45’ 58.46" E
590+00 595+00 600+00 605+00 610+00
S 0^ 45’ 58.46" E
S 0^ 45’ 58.46" E
S 0^ 45’ 58.46" E
590+00
595+00
600+00 605+00 610+00
590+00
595+00
600+00 605+00 610+00
S 0^ 28’ 12.53" E
S 0^ 40’ 32.21" W
10+00
15+00
340+00 345+00 350+00
355+00
360+00
FOSSIL CR. BLVD.
1
2
2
2
1
1
1
1
2
2
3
1
2
1
3
2
2
2
2
2
2
2
1
3
3
1
1
10
13
12
IH35 NB
Match Line - Sta. 611+00
Match Line - Sta. 587+00
SHEET 5 OF 7
STA. 587+00 - STA. 611+00
SCALE: 1" = 200’
35W
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
5/17/2010
5:33:33 PM
L:\work\Trans\112671 NTE\NTE_35W_820 IC Supplemental\CADD\Sheet\35W_820_PL_06.dgn
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
Gate
Gate
Gate
Gate
Gate
Gate
Slab
Sign
Sign
Culvert
Earthen Dam
Guard Posts
Slab
Ramp
Slab
Tank
Stock Pile
Slab
Unpaved Parking
Stock Pile
Ramp
Paved Parking
Culvert
Sign
Culvert
Inlet
Inlet
Culvert
Inlet
Culvert
Culvert
Above Ground Pipes
Sign
Stock Pile
Earthen Dam
Earthen Dam
Earthen Dam
Paved Parking
Paved Parking
Ramp Ramp
Ramp
Ramp
Slab
Culvert
Posts
Slab
Slab
Obscured Area
Sign
Posts
Slab
Slab
Slab
Slab
Obscured Area
Slab
Slab
Obscured Area
Satellite Dish
Slab
Pool
S
Sign
Culvert
Culvert
S
Retaining Wall
Slab
Inlet
Slab
Slab
Retaining Wall
Culvert
Culvert
Inlet
Culvert
Inlet
Slab
Inlet
Area Under Construction
Slab
Sign
Paved Parking
Sign
S
Slab
Slab
Inlet
Paved Parking
Paved Parking
Paved Parking
Paved Parking
MH
FH
FH
LP
TFP
TFP
LP
FH
LP
FH
FH
FH
FH
LP
LP
LP
LP
TFP
TFP TFP TFP
TFP
TFP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
TFP
FH
LP
FP
LP
LP
LP
LP
LP
LP
LP
TFP
TFP
LP
FP
LP
LP LP LP LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
TFP
FH
FH
FH
MH
MH
MH
FH
LP
MH
TFP
Sign Sign
Signs
Signs
Signs
Gate
Sign
Billboard
Sign
Gate
Gate
Culvert
Inlet Inlet
Inlet
Sign
Slab
Slab
Slab
Slab
Slab
Riprap
Riprap
Culvert
Earthen Dam
Earthen Dam
Inlet
Obscured Area
Obscured Area
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Slab
FH
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
TFP
MH
FH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Slabs
Culvert
731
629.1
732
614.2
1134
605.2
1136
620.1
1138
606.3
1139
621.7
1226
638.6
4077/14
D206166727
3991/527
731
629.1
732
614.2
1134
605.2
1136
620.1
1138
606.3
1139
621.7
1226
638.6
390+00
395+00
400+00 405+00
410+00
415+00 420+00
S 17^ 40’ 39.72" E
S 1^ 41’ 52.98" E
N 2^ 24’ 14.17" E
N 0^ 39’ 48.25" E
N 4^ 39’ 48.25" E
S 0^ 39’ 48.25" W
N 1^ 13’ 13.82" E
N 0^ 04’ 29.22" E
10+00
15+00
20+00
25+00
30+00
35+00
35+00 40+00
10+00
10+00
15+00
20+00 25+00
30+00
N 0^ 08’ 16.50" E
10+00
20+00
25+00
20+00
25+00
S 0^ 11’ 13.48" W
S 2^ 03’ 43.72" E
10+00
15+00
20+00 25+00
30+00
N 0^ 08’ 16.50" E
S 0^ 04’ 29.22" W S 0^ 04’ 29.22" W
50+00 55+00 60+00 65+00
70+00
630+00
635+00 640+00 645+00 650+00 655+00 660+00
S 0^ 08’ 16.50" W
S 0^ 08’ 16.50" W
S 0^ 08’ 16.50" W
630+00
635+00 640+00
645+00
650+00
655+00 660+00
630+00 635+00 640+00 645+00 650+00
655+00
660+00
340+00
345+00
350+00 355+00 360+00
365+00
N 2^ 56’ 16.28" E
NORTHEAST
GREAT SOUTHWEST
MELODY HILL
MOBILE
MIDDLETON
NORTHERN CROSSING
MONA LISA
1
2
1
2
1
2
3
2
1
2
3
2
1
34
IH35 SB
L
L
BEGIN BRIDGE
B 820E35S
STA. 50+00.00
BEGIN BRIDGE
B EBFR1
STA 418+68.96
BEGIN BRIDGE
B 35N820E
STA. 24+10.00
L
BEGIN BRIDGE
B MLW-S
STA. 20+89.00
Match Line - Sta. 630+00
Match Line - Sta. 660+00
SHEET 6 OF 7
STA. 630+00 - STA. 660+00
SCALE: 1" = 200’
35W
L
NOTE: 5% MAXIMUM SLOPE ON ALL ML RAMP
CONNECTING IH35W-NB TO IH35W-EB (MLN-E) AS
PER NTE SEGMENTS 1 & 2 CDA, BOOK 2, TABLE 11-2.
STATE
JOB
COUNTY
CONT
SECT
HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBER
FED. RD.
DIV. NO.
SHEET NO.
DATE:
TEXAS REGISTRATION NO:
LEGEND
PROPOSED MAINLANES
PROPOSED MANAGED LANES
PROPOSED FRONTAGE ROADS
/SURFACE STREET
PROPOSED SHOULDERS
PROPOSED GORE
PROPOSED DIRECT CONNECTOR
/PROPOSED RAMP
SH 183
TARRANT
5/17/2010
5:34:16 PM
L:\work\Trans\112671 NTE\NTE_35W_820 IC Supplemental\CADD\Sheet\35W_820_PL_07.dgn
NORTH TARRANT EXPRESS - SEGMENT 3A
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
FERNANDO GAYTAN, P.E.
’
92244
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES.
05-17-2010
CONSTRUCTION BY OTHERS
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
(EXISTING ACCESS TO REMAIN)
PROPOSED RIGHT-OF-WAY
(ACCESS RESTRICTED)
X
NUMBER OF TRAFFIC LANES
Signs
Gate
Sign
Gate
Gate
Gate
Gate
Gate
Sign
Playground
Culvert
Billboard
Riprap
Riprap
Riprap
Riprap
Riprap Riprap
Riprap
Riprap
Riprap
Riprap
Riprap
Earthen Dam
Earthen Dam
Culvert
Sign
Slab
Posts
Gas Filler Caps
Slab
Slab
Slab
Slab
Inlet
Inlet
Sign
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Sign
Inlet
Inlet
Inlet
Inlet
Inlet
A/C Units
S
S
S
S
Sign
Slab
Inlet
Inlet
S
Slab
Slab
Inlet
Earthen Dam
Earthen Dam
Earthen Dam
Inlet
Obscured Area
Inlet
Inlet
Slab
Pool
Sign
Sign
Sign
Slab
Inlet
Inlet
Inlet
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Retaining Wall
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Slab
Obscured Area
Obscured Area
Inlet
Slab
Inlet
Inlet
Gas Filler Caps
Inlet Inlet
S
S
Inlet
Sign
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Culvert
Inlet
Inlet
LP
FH
LP
LP
LP
LP LP LP
LP
LP
LP
MH
MH
LP
FH
LP
MH MH
LP
LP
LP
MH
MH
FP
FP
LP
LP
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
LP
LP
LP
LP
MH
LP
LP
LP
MH
MH
LP
LP
LP
LP
LP
LP
LP
TL
TL
LP
TL
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
FH
LP
FH
MH
MH
MH
TL
TL
LP
MH
MH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Paved
Parking
733
608.7
734
624.2
1131
595.8
1132
616.3
3995/136
3995/136
420+00 425+00 430+00
S 0^ 43’ 44.41" E
15+00
20+00
25+00
S 0^ 08’ 16.50" W
660+00 665+00 670+00 675+00 680+00
S 0^ 08’ 16.50" W
S 0^ 08’ 16.50" W
660+00 665+00 670+00 675+00 680+00
660+00
665+00 670+00 675+00 680+00
325+00 330+00 335+00
N 0^ 08’ 16.57" E N 0^ 08’ 16.50" E
LEAMSIDE
LITTLE FOSSIL CR.
LITTLE FOSSIL CR.
POLARIS
AQUARIUS
GEMINI PL
SATURN PL
MEACHAM BLVD.
325+00
N 0^ 08’ 16.57" E
1
2
2
2
2
2
3
CL35W
GP35S
GP35N
35N-MH
33
35
32
34
T
T
CL35W
GP35S
GP35N
EBRW-10E
CL35W
GP35S
GP35N
L
L
L
L
L
35N-MH
END BRIDGE
C CL35W
STA 663+21.81
END BRIDGE
B GP35S
STA 662+79.33
BEGIN BRIDGE
C CL35W
STA 660+69.17
BEGIN BRIDGE
B GP35S
STA 660+22.13
END BRIDGE
B EBFR1
STA 421+24.76
L
L
EBRW-10E
Match Line - Sta. 660+00
35W
SHEET 7 OF 7
SCALE: 1" = 200’
END INTERCHANGE
IH35W STA 666+50.00
MATCH SEGMENT 3A
LL
END BRIDGE
B EBFR2
STA 331+67.35
BEGIN BRIDGE
B EBFR2
STA 334+19.92
L
END FRONTAGE ROAD
L
END FRONTAGE ROAD
MATCH SEGMENT 3A
C EBFR2 STA 324+20.00
MATCH EXISTING ELEVATION
C EBFR1 STA 426+09.10
STA. 660+00 - STA. 666+50

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