north tarrant express segment 3b …ftp.txdot.gov/pub/txdot-info/ftw/nte/cda/segments_3a_3b/...aecom...
TRANSCRIPT
AECOM Technical Services Inc.- 3580
INDEX OF SHEETS
SHEET NO. DESCRIPTION
NORTH TARRANT EXPRESS
SEGMENT 3B
PROPOSAL SCHEMATIC PLAN SET
1 COVER SHEET
ROADWAY
2-12
TYPICAL SECTIONS1 ROLL
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
Location / Key Map
PROJECT LOCATION
13-14
ROADWAY DESIGN SPEED
70 MPH
70 MPH
40 MPH
50 MPH
35 MPH
GENERAL PURPOSE..............................
MANAGED LANES................................
FRONTAGE ROADS...............................
CROSS (CITY STREET)..........................
RAMPS/COLLECTORS.............................
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.
NOTE:
1. 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 SEGMENTS 2-4
BOOK 3. THE LOCATION OF ALL RETAINING WALLS IS
PRELIMINARY AND SUBJECT TO MODIFICATION DURING DETAIL
DESIGN PHASE.
ROADWAY TYPICAL SECTIONS ARE PROVIDED ON ROLL SHEETS.
IH 35W PLAN
US 287 PLAN
JULY 08, 2010
In
let
In
let
In
let
In
let
Rip
rap
Rip
rap
Culvert
In
let
In
let
Rip
rap
T
L
T
L
T
L
T
FP
In
let
TF
P
M
H
Rip
rap
Rip
rap
Rip
rap
Rip
rap
Rip
rap
Culvert
Culvert
Culvert
Culvert
Culvert
Culvert
In
let
T
L
T
L
L
P
L
P
In
let
In
let
In
let
M
H
Rip
rap
S
L
P L
P
Culvert
Rip
rap
Culvert
In
let
In
let
Rip
rap
M
H
10
10
67
6.8
14
21
14
19
67
9.0
10
71
67
5.7
13
11
67
6.6
1390+00 1395+00 1400+00 1405+00 1410+00
S 0%%d 36’ 59.40" E1395+00
1400+00 1405+00 1410+00
1405+00 1410+00
1405+00
1410+00
10+00 15+00
S 8%%d 35’ 46.35" E
15+
00
25+
00
S 8
9%
%d 2
9’ 2
4.8
2" W
10+00
15+00
SBFR1
NTP-35S
1390+001395+00
1400+00
1395+00
1400+001405+00
S 2%%d 23’ 38" ES 0%%d 20’ 29" E
S 2%%d 42’ 55" W
1390+00
1395+00 1400+00 1405+00 1410+0010+00
15+00
T1
2
3
3
1
23
1400+00
1405+001410+00
10+0015+00
20+00
1390+00
1395+00 1400+00 1405+00 1410+00
[ NTPCL
STA 22+48.58=| SBFR1
STA 1404+81.51
[ IH 35W (35CL-P)
STA 1403+68.19=
[ NORTH TARRANT PARKWAY (NTPCL)STA 20+00.04
[ NTPCL
STA 17+62.62=| NBFR1
STA 1402+58.98
35SGP-15
D=0^ 29’ 52.80"
35SGP-16
D=0^ 30’ 7.25"
35WINTERSTATE
35SBT-1
D=0^ 31’ 15.13"
35SBT-2
D=0^ 31’ 15.13"
EXISTING
6- 10’ X 5’ X 135’
BOX CULVERT
TO REMAIN
EXISTING
6- 10’ X 6’ X 591’
BOX CULVERT
TO REMAIN
[ NORTH TARRANT
PKWY.
NTP-35S-1
D=2^ 0’ 0.00"
NTP-35S-2
D=1^ 0’ 0.00"
EXISTING
6- 6’ X 4’ X 162’
BOX CULVERT
TO REMAIN
BEGIN CONSTRUCTION
| SBFR STA. 1407+57.98
BEGIN OVERLAY [ 35CL-P
STA. 1401+00.00
BEGIN CONSTRUCTION
| 35SGP STA. 1401+41.28
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:22:20 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
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3A
and 3
B)\S
eg3B
\Sheets
Inte
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LA
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OR
051710 S
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MIT
TA
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eg3B
I_S
chem
_P
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N_01.d
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NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1414+
00
SEG3B
SHEET 1 OF 9
PROPOSED MANAGED LANE OVERLAY
Culvert
Rip
rap
Sig
n
Culvert
Rip
rap
Culvert
Culvert
Culvert
In
let
In
let
In
let
In
let
In
let
Rip
rap
Rip
rap
Rip
rap
Rip
rap
S
In
let
In
let
In
let
In
let
In
let
Culvert
Culvert
Culvert
Rip
rap
Slab
Posts
Culvert
In
let
In
let
Rip
rap
1008
66
0.1
10
09
66
9.2
1422
66
8.8
14
21
67
4.9
Inle
t
Inle
t
Inle
t
Culv
ert
1415+00 1420+00 1425+00 1430+00 1435+00
1415+00 1420+00 1425+00 1430+00 1435+00
S 0%%d 32’ 45.70" E
S 0%%d 32’ 45.70" E
1415+00 1420+00 1425+00 1430+00 1435+00
20+00
S 3%%d 26’ 58.27" W10+00
15+00
20+00
35SGP
35NGP
35S-287
1415+00 1420+00 1425+00 1430+00 1435+00
2
11
23
3
2
2
1
1
10+00
15+00
1415+00 1420+00 1425+00 1430+00 1435+00
20+00
25+00
S 0%%d 31’ 11" E1415+00 1420+00 1425+00 1430+00 1435+00
NTP-35S-3
D=1^ 0’ 0.00"
35S-287-1
D=2^ 0’ 0.00"
35S-287-2
D=11^ 0’ 0.00"
A
B
EXISTING
2- 6’ X 4’ X 163’
BOX CULVERT
TO BE REMOVED
EXISTING
2- 6’ X 4’ X 72’
BOX CULVERT
TO REMAIN
MBC-1430A-3B
NBFR1 STA. 1428+67.78
PROPOSED 8’ X 4’ X 43’
MBC-1430B-3B
IH 35W [ STA. 1429+77.04
PROPOSED 8’ X 4’ X 285’
A
B
BEGIN CONSTRUCTIONNBFR1 STA 1413+65.63
BEGIN CONSTRUCTION
35NGP STA 1429+05.86
NEW EASEMENT IDENTIFIED
BY NORTH TARRANT
EXPRESS
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
7:43:56 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
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3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\PL
AN
VIE
W O
NL
Y S
HE
ET
S F
OR
070810 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_02.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1414+
00
MA
TC
H L
IN
E S
TA
. 1438+
00
SEG3B
SHEET 2 OF 9
PROPOSED MANAGED LANE OVERLAY
NOTE:
CURVE 35S-287-2 SHALL HAVE A DESIGN SPEED OF 40 MPH AS
REQUIRED BY THE NORTH TARRANT EXPRESS MDP CDA
GEOMETRIC DESIGN CRITERIA NOTE 19.
Gate
Rip
rap
Rip
rap
Rip
rap
Rip
rap
Gate
Culvert
In
let
In
let
In
let
Culvert
Culvert
Posts
1007
65
2.5
1423
64
5.2
1428
64
7.5
10
69
65
7.3
13
10
65
5.6
14
30
65
1.4
Po
nd
BL
3
663.3
3
Sig
n
S
Den
se V
eg
eta
tio
n
Sig
n
S
S
Gate
Den
se V
eg
eta
tio
n
Sto
ck P
ile
BL
2
64
8.4
7
PP
8-1
18
Den
se V
eg
eta
tio
nIn
let
S
S
Culv
ert
S
Inle
t
Wate
r
Den
se V
eg
eta
tio
n
PP
8-1
19
1440+00 1445+00 1450+00 1455+00 1460+00
1440+00
1445+001450+00 1455+00 1460+00
S 0%%d 32’ 45.70" E
S 0%%d 32’ 45.70" E
1440+00
1445+001450+00 1455+00 1460+00
S 25%
%d 1
6’ 10.9
7" E
10+00
10+00
S 25%
%d 1
6’ 10.9
7" E
S 3%%d 27’ 14.30" W
S 15%%d 45’ 28.84" W
10+00
15+00
20+00
BB-35N
287CL
MLN
287W
287EMLS
287E35S
35N287W
35N287W
BB-35N
35NGP
MLN287W
35CL-P
287EMLS
35SGP
287E35S
35S-BB
S 5
0%
%d 3
3’ 06" E
45+00
50+00
55+00
60+00
65+0070+00
50+00
55+00
60+00 65+00 70+00
S 0%%d 32’ 46" E
S 0%%d 32’ 46" E
45+00
50+00
55+00
60+00 65+00
50+00
55+00
60+00
65+00 S 5%%d 18’ 51" E
485+00
490+00
S 20%%d 16’ 11" E
S 0%%d 33’ 02" E
40+00
45+00
50+00 55+00
S 20%%d 16’ 11" E
1440+00
1445+00
1450+00
1455+00 1460+00
1
1
11
1
1
2
3
2
2
2
2
2
2
2
2
RWS02
RWS03
RW
02A
RW
02B
RWN02
RWN03
15+00
20+00
25+00
30+00
1440+00
PT
1443+
09.1
5
PI
S 20%%d 16’ 11" E
1440+00
1445+00
1450+00
1455+00 1460+00
BB-35N-2
D=4^ 0’ 0.00"
BB-35N-3
D=5^ 0’ 0.00"
35N287W-2
D=3^ 0’ 0.00"
35NGP-15
D=0^ 30’ 0.00"
35SGP-17
D=0^ 30’ 0.00"
35SGP-18
D=0^ 30’ 0.00"
35NGP-16
D=0^ 30’ 0.00"
BEGIN BRIDGE
| 287EMLS
STA. 45+63.05
END BRIDGE
| MLN287W
STA. 60+44.81
END LANE TAPER
35N287W STA. 63+78.21
12.00 LT
35S-BB-2
D=5^ 0’ 0.00"
287EMLS-1
3^ 48’ 43.54"
MLN287W-1
3^ 28’ 58.89"
35N287W-2
D=3^ 0’ 0.00"
C
T
305
304
302
303
END BRIDGE
| 35N287W
STA. 59+43.38
BEGIN LANE TAPER
35N287W STA. 60+78.21
0.00 LT35NGP-16
D=0^ 30’ 0.00"
287E35S-1
1^ 59’ 59.47"
35SGP-18
D=0^ 30’ 0.00"
287EMLS-1
3^ 48’ 43.54"
35S-BB-1
D=1^ 30’ 0.00"
END BRIDGE
| 287EMLS
STA. 58+95.00
MLN287W-1
3^ 28’ 58.89"
EXISTING
6- 8’ X 5’ X 100’
CULVERT BOX
TO BE REMOVED
RWN03
287EMLS-2
D=1^ 0’ 0.00"
C
RWN02
RWS02RWS03
BEGIN BRIDGE
| 287E35S
STA. 58+08.00
BEGIN BRIDGE
| 35N287W
STA. 45+83.38
MBC-1464C-3B
SBFR2 STA. 53+45.43
PROPOSED 8’ X 6’ X 61’
[ IH 35W (35CL-P)
STA 1445+65.44=
[ US 287 (287CL)
STA 490+93.24
END OVERLAY
BEGIN FULL DEPTH PAVEMENT
35CL-P STA. 1438+70.89
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:23:29 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_03.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1438+
00
MA
TC
H L
IN
E S
TA
. 1462+
00
SEG3B
SHEET 3 OF 9
PROPOSED MANAGED LANE OVERLAY
Culvert
Inlet
Culvert
Culvert
Sign
M
H
Sign
Culvert
Culvert
Culvert
Culvert
Culvert
Billboard
10
05
655.9
1006
644.6
1424
649.2
13
08
651.3
1307
646.0
10
68
645.1
MH
1465+00 1470+00 1475+00 1480+00 1485+00
1465+00
1470+001475+00 1480+00
1485+00
S 0%%d 32’ 45.70" E
S 0%%d 32’ 45.70" E
1465+001470+00 1475+00 1480+00
1485+00
15+00
20+00
25+00
S 14%%d 26’ 39.88" W
S 1%%d 39’ 28.34" E
10+00 15+00 20+00 25+00
S 1%%d 28’ 25.86" E
S 3%%d 27’ 14.30" W
25+0030+00
MLN287W
287-BB
S 0%%d 46’ 51.93" E
S 20%%d 44’ 51" W
75+00
80+00
85+00
90+00
70+00
75+00
70+00
75+00
70+00
75+00
80+00 85+00
90+00
S 5%%d 18’ 51" E
BB-287
60+00
65+00
70+00
75+00
80+00
1465+00
1470+00
1475+00
1480+001485+00
1
2
2
1
1
2
1
3
4
2
2
1 2
4
3
2
1
1
RWN04
RWS04
RWS05
RW
04A
RWN15
RWN16
35N287W-4
D=2^ 30’ 0.00"
287-BB-2
D=1^ 0’ 0.00"
A
B
35SGP-19
D=0^ 30’ 0.00"
MLN287W-3
D=2^ 0’ 0.00"
35NGP-18
D=0^ 30’ 0.00"
35N287W-3
D=2^ 0’ 0.00"
BB-287-2
D=3^ 45’ 0.00"
BB-287-3
D=2^ 15’ 0.00"
35SGP-21
D=0^ 30’ 0.00"
35SGP-22
D=0^ 30’ 0.00"
MLN287W-2
D=1^ 0’ 0.00"
BB-287-1
D=2^ 0’ 0.00"
END LANE TAPER
35CL-P STA. 1478+89.15
29.00 RT
RWN04
EXISTING
6- 8’ X 5’ X 69’
CULVERT BOX
TO BE REMOVED
EXISTING
6- 8’ X 5’ X 57’
CULVERT BOX
TO BE REMOVED
EXISTING
6- 8’ X 5’ X 248’
CULVERT BOX
TO BE REMOVED
287E35S-4
D=0^ 30’ 0.00"
287E35S-3
D=1^ 0’ 0.00"
BEGIN LANE TAPER
35CL-P STA. 1475+89.15
41.00 RT35SGP-20
D=0^ 30’ 0.00"
35S-BB-4
D=2^ 0’ 0.00"
287-BB-1
D=2^ 0’ 0.00"
RWS04
35NGP-17
D=0^ 30’ 0.00"
287E35S-2
D=1^ 0’ 0.00"
287EMLS-3
D=1^ 0’ 0.00"RWS05
A
BRWN16
RWN15
END BRIDGE
| 287E35S
STA. 70+08
35S-BB-3
D=5^ 0’ 0.00"
MBC-1464A-3B
NBFR1 STA. 1469+84.11
PROPOSED 8’ X 6’ X 242’
MBC-1464B-3B
IH 35W [ STA. 1463+67.30
PROPOSED 8’ X 6’ X 852’
NEW EASEMENT IDENTIFIED
BY NORTH TARRANT
EXPRESS
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:36:54 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_04.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1462+
00
MA
TC
H L
IN
E S
TA
. 1486+
00
SEG3B
SHEET 4 OF 9
Sta 7
6+
73.1
9 A
H
Sta 7
7+
03.0
4 B
K =
EQ
UA
TIO
N:
Sta
1468+
69.9
3 A
H
Sta
1468+
79.3
7 B
K =
EQ
UA
TIO
N:
Inlet
F
H
L
P
L
P
Gate
S
Slab
Inlet
Inlet
Inlet
Inlet
Inlet
L
P
S
L
P
L
P
L
P
SS
SS
Inlet
S
S
L
P
L
P
T
FP
Sign
M
H
M
H
M
H
M
H
M
H
M
HP
it
Riprap
Riprap
Riprap
Riprap
Culvert
MH
M
H
M
H
M
H
Inlet
Signs
Area U
nder C
onstruction
Area U
nder C
onstruction
Sign
Inlet
Inlet
T
FP
Sign
M
H M
H
SSS
labs
Inlet
Inlet
L
P
Inlet
Inlet
Sign
L
P
L
P
Inlet
Inlet
Inlet
Inlet
S
Slab
T
FP
Sign
S
Inlet
Inlet
M
H M
H M
H
Paved P
arking
Paved P
arking
Inlet
Inlet
Inlet
Slab
Culvert
Culvert
Culvert
Inlet
Slab
F
H
Inlet
Signs
T
FP
Area U
nder C
onstruction
Inlet
Slab
M
H
M
H
Inlets
L
P
F
H
Slab S
lab
Slab
Culvert
Posts
M
H
Posts
Area U
nder
Construction
Inlet
Inlet
Culvert
Inlet
Inlet
Inlet
Sign
Gate
Slab
Gate
M
H
Slab
M
H
Transm
ission L
ine
Tow
er
Transm
ission L
ine
Tow
er
1003
643.5
1004
657.9
1425
669.9
1065
645.3
1066
652.4
1490
641.2
Paved
Parking
Paved
Parking
1485+00
1490+001495+00 1500+00
1505+001510+00
1485+00
1490+001495+00 1500+00
1505+001510+00
S 10%%d 36’ 46.33" E
S 10%%d 36’ 46.33" E1485+00
1490+001495+00 1500+00
1505+001510+00
S 8
9%
%d 1
1’ 2
2.2
2" W
15+
00
20+
00
25+
00
BB-ML
90+00
S 8%%d 14’ 01" E
S 4%%d 57’ 02" E
S 23%%d 02’ 02" E85+00
90+00
95+00
100+00
105+00
NBFR1S 8%%d 14’ 01" E
1485+00
1490+00
1495+00 1500+00
1505+00
1510+00
10+00
15+00
LO
T 2
LO
T 5
LO
T 7
LO
T 8
LO
T 9
LO
T 1
0
LO
T 1
1
LO
T 1
2
LO
T 1
3
LOT 1X, BLOCK 6
LO
T 1
3
3
4
2
2
3
4
3
3
1
10+00
15+00
20+00
10+00
15+00
S 8
9%
%d 1
1’ 2
2" W
S 8
9%
%d 1
1’ 2
2" W
10+00
15+
00
10+00
15+
00
S 8%%d 14’ 01" E
1485+00
1490+00
1495+00 1500+00
1505+00
1510+00
35WINTERSTATE
35NGP-19
D=0^ 30’ 8.05"
35SGP-23
D=0^ 29’ 52.02"
35CL-P-7
D=0^ 30’ 0.00"
[ BASSWOOD BLVD
RWS07
BEGIN BRIDGE
| BB-ML
STA. 20+33.00
END CONSTRUCTION
| SBFR2 STA 85+73.16
END CONSTRUCTION
| NBFR1 STA 1491+96.56
RWN05B
BEGIN BRIDGE
[ BBUT1
STA. 12+07.02
BEGIN BRIDGE
[ BBUT2
STA. 11+79.39
END BRIDGE
[ BBUT2
STA. 15+63.71
BEGIN CONSTRUCTION
[ BBUT1
STA. 10+00.00
BEGIN PAVEMENT WIDENING
SBFR2 STA 85+73.162.00’ RT
306A
BEGIN CONSTRUCTION
[ BBUT2
STA. 10+00.00
END CONSTRUCTION
[ BBUT1
STA. 17+74.98
END CONSTRUCTION
[ BBUT2
STA. 17+85.29
306C
RWN05A
[ IH 35W (35CL-P)
STA 1497+29.82=
[ BASSWOOD BLVD (BSBCL)
STA 20+00.10
[ BASSWOOD BLVD (BSBCL)
STA 16+07.95 =
| NBFR1
STA. 1497+85.45
[ BASSWOOD BLVD (BSBCL)
STA 24+18.56 =
| SBFR1
STA. 93+16.41
PAVEMENT WIDENING
PAVEMENT WIDENING
PAVEMENT WIDENING
RWS06A
RWS06B
PAVEMENT WIDENING
END BRIDGE
[ BBUT1
STA. 15+90.65
ML-BB-1
D=5^ 43’ 46.48"
ML-BB-2
D=1^ 25 56.62"
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:24:30 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_05.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1486+
00
MA
TC
H L
IN
E S
TA
. 1510+
00
29
SHEET 5 OF 9
SEG3B
NOTE:
INTERIM IH-35W CONFIGURATION MODIFIED TO FIT
UNDER EXISTING BASSWOOD BLVD. OVERPASS.
EXISTING BASSWOOD BLVD. BRIDGE WILL BE
PRESERVED IN ITS EXISTING CONFIGURATION
T
FP
M
H
Slab
M
H
Slab
Culvert
Pit
Culvert
Slab
Slab
Culvert
Culvert
Inlet F
H
Sign
L
P
S
Inlet
M
H
F
H
Inlet
Inlet
M
H
M
H
L
P
L
P
Inlet
Paved P
arking
Culvert
Inlet
T
FP
Culvert
Sign
Area U
nder C
onstruction
M
H
Culvert
Slab
M
H
M
H
Inlets
S
Inlet
F
H
L
P
L
P
L
P
Culvert
Riprap
Inlet
Inlet
Inlets
F
P
F
P
Gate
Slab
M
H
M
H
M
H
M
H
F
H
M
H
M
H
F
H
L
P
Inlet
Inlet
Slab
Gate
Inlet
Inlet
Slab
Slab
F
H
Slabs
M
H
F
H
Slabs
Inlet
Inlet
Inlet
Slab
F
H
Inlet
T
FP
Culvert
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
Inlet
MH
S
Slab
Slab
M
H
Inlet
Paved P
arking
Paved P
arking
Paved P
arking
Paved P
arking
Paved P
arking
L
P
L
P
L
P
L
P
T
FP
Sign
Inlet
Sign
M
H
L
P
Sign
Inlet
Inlet
Inlet
Inlet
M
H
Slab
Slab
Inlet
Slab
Inlet
Inlet
Slab
Inlet
M
H
Inlet
Inlet
Inlet
Slab
Slab
Inlet
Inlet
Inlet
Culvert
Culvert
Riprap
Riprap
Paved P
arking
Paved P
arking
S
S
M
H
M
H
M
H
L
P
S
Slab
Sign
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
Inlet
L
P
F
H
Sign
F
P
F
P
F
P
F
P
Inlet
F
H
Inlet
S
M
H
Slab
S
S
F
H
Slab
Slab
Paved P
arking
Area U
nder C
onstruction
Area U
nder C
onstruction
Inlet
Slab
Slab
M
H
L
P
Inlet
Inlet
Slab
Sign
S
Inlet
Inlet
M
H M
H M
H
Paved P
arking
Inlet
Slab
Inlet
Slab S
lab
Posts
Paved
Parking
Paved
Parking
Paved P
arking
Area U
nder
Construction
Area U
nder
Construction
Area U
nder C
onstruction
Paved
Parking
1001
620.8
1002
628.1
1309
641.3
1065
645.3
1490
641.2
Paved P
arking
S 10%%d 36’ 46.33" E
1510+00 1515+00 1520+00 1525+00 1530+00 1535+00
1510+00 1515+001520+00
1525+00 1530+00 1535+00
1510+00 1515+00
1520+00
1525+00 1530+00 1535+00
10+00
15+00
20+00
S 6%%d 36’ 46.33" E
S 16%%d 18’ 00.67" E
10+00
15+00
20+00
25+00 30+00
S 18%%d 17’ 07.90" E
S 10%%d 36’ 46.33" E
S 10%%d 36’ 46.33" E35CL-P
35N-BB
WC-35N
BB-ML
35S-WC
BB-35S
ML-BB
S 13%%d 47’ 58.12" ES 0%%d 16’ 35.08" E
S 9%%d 32’ 32.40" E
10+00 15+00
20+00
25+00
30+00
S 10%%d 50’ 25.41" E
S 12%%d 01’ 08.91" E
10+0015+00
20+00
25+00
S 13%%d 47’ 58" ES 13%%d 47’ 58" E
S 4%%d 05’ 43" E
S 23%%d 02’ 02" E
S 6%%d 28’ 27" ES 14%%d 22’ 35" E
105+00
110+00
115+00
120+00
125+00
130+00
S 13%%d 47’ 58" ES 13%%d 47’ 58" E
S 4%%d 05’ 43" E
1510+001515+00
1520+00
1525+00
1530+00
1535+00
S 9%%d 59’ 30" E
S 3%%d 49’ 34" W
S 10%%d 36’ 46" E
15+00
20+0025+00
30+00
35+00 40+00
LO
T 1
LO
T 2
LO
T 3
LO
T 4
LO
T 5
LO
T 6
LO
T 7
LO
T 8
LOT 1X, BLOCK 6
LO
T 2
R-A
1
32
2
4
2
1
1
1
1
1
1
2
2
3
3 2
12
RWN08
RWN09
RWN10
RWN12
RWS10
RWS11
RWS12
RWS13
RWS14
RW
05A
RW
07A
RW
08A
RW
09A
RW
10A
RW
11A
RW
12A
RW
13A
RW
14A
RWS09
20+00
25+00
30+00
35+00 40+00
15+00
20+0025+00
30+00
35+00 40+00
S 13%%d 47’ 58" ES 13%%d 47’ 58" E
S 4%%d 05’ 43" E
1510+001515+00
1520+00
1525+00
1530+00
1535+00
35N-BB-3
D=2^ 43’42.13"
35S-WC-1
D=1^ 30’ 0.00"BB-35S-1
D=2^ 0’ 0.00"35SGP-25
D=0^ 30’ 0.00"
T
307
308 309
310
BB-ML-2
D=2^ 43’42.13"
BEGIN BRIDGE
| BB-35S
STA. 17+46.00
35N-BB-1
D=2^ 0’ 0.00"
BEGIN BRIDGE
| ML-BB
STA. 20+05.00
35NGP-20
D=0^ 30’ 0.00"
35N-BB-2
D=2^ 0’ 0.00"
WC-35N-1
D=1^ 0’ 0.00"ML-BB-3
D=2^ 43’42.13"
35NGP-21
D=0^ 30’ 0.00" ML-BB-4
D=3^ 34’51.55"
BEGIN BRIDGE
| 35N-BB
STA. 21+82.70
END BRIDGE
| ML-BB
STA. 33+23.27
WC-35N-2
D=2^ 0’ 0.00"
END BRIDGE
| 35N-BB
STA. 27+82.33
RWN06
RWN07
RWN08
RWN09
RWN10
35SGP-24
D=0^ 30’ 0.00"
BEGIN BRIDGE
| BB-ML
STA. 20+33.00
RWS08
RWS10
RWS09
END BRIDGE
| BB-ML
STA. 33+12.07
BB-35S-3
D=2^ 43’42.13"
BB-35S-4
D=3^ 30’ 0.00"
END BRIDGE
| BB-35S
STA. 23+45.92
RWS13
RWS14
35S-WC-3
D=2^ 0’ 0.00"
BB-ML-4
D=1^ 0’ 0.00"
RWS11 RWS12
BB-ML-3
D=3^ 34’51.55"
35S-WC-2
D=1^ 0’ 0.00"
35SGP-26
D=0^ 30’ 0.00"
RWN11
RWN12
BEGIN BRIDGE
| BB-35S
STA. 26+51
BEGIN BRIDGE
| 35SGP
STA. 1534+34
BEGIN BRIDGE
| SBFR2
STA. 130+27
BEGIN CONSTRUCTION
SBFR2 STA 115+03.00
BEGIN CONSTRUCTION
| NBFR1
STA. 1514+86.07
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:24:53 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_06.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1510+
00
MA
TC
H L
IN
E S
TA
. 1534+
00
SEG3B
SHEET 6 OF 9
Sign
Gate
Playground
Sign
Gate
Gate
Gate
Sign
SS
Obscured Area
Obscured Area
Obscured Area
Slab
Riprap
Riprap
Riprap
Slab
Inlet
Slab
Slab
Inlet
S
Slab
Inlet
S
S
Gate
S
Slab
SS
Slab
Inlet
Slab
SignInlet
Inlet
Inlet
Inlet
Inlet
Slab
Sign
Slab
S
SlabS
S
Obscured Area
Sign
S
Sign
Inlet
Gas Filler Caps
SS S
Paved Parking
Paved Parking
Paved P
arking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved P
arking
Inlet
Inlet
Obscured Area
Obscured AreaObscured Area
Obscured Area
S
S
Inlet
Gate
Gate
Inlet
Slab
S
Inlet
Sign
Inlet
Inlet
Inlet
Sign
Inlet
S
S
S
S
Obscured A
rea
Guard Posts
Guard Posts
Inlet
Obscured Area
Obscured Area
Sign
Paved Parking
Paved P
arking
Paved Parking
Paved P
arking
Paved Parking
Paved Parking
Inlet
Inlet
Sig
n
InletInlet
Slab
Inlet Inlet
InletInletInlet
Culvert
Sign
InletInletInlet Inlet Inlet Inlet
Inlet
Billboard
Sign
Inlet
Inlet
Inlet
Inlet
Inlet
Slab
Inlet
Stock Pile
Inlet
Inlet
Sign Sign
Inlet
Pond
Obscured A
rea
Slab
Sign
InletInlet
Slab
S
S
S
S
S
S
S
S
S
Inlet
Slab
S
S
S S
Obscured A
rea
Inlet
TL
LP
LP
LP
TL
TL
LP
LP
LP
LP
MH
MH
MH
LP
LP LP
LP
LP
LP
LP
LP
MH
LP
LP
LP
MH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
MH
LP
LP
LP
LP
LP
LP
FP
LP
LP
LP
FP
LP
LP
LP
LP
LP
LP
MH
MH MH
MH
MH
LP
MH
MH
MH
MH
MH
MH MH
MH
LP
LP
LP
LP
FH
LP
LP
LP
LP
LP LP
LP
LP
LP
LP LP LP
LP
LP
LP
LP LP
MH
TL
MH
MH
MH
LP
LP
LP
LP
MH
LP
FH
TFP
MH
MH
LP
LP
MH
XXXXXXXXXXX
ObscuredArea
PavedParking
ObscuredArea
Obscured
Area
ObscuredArea
Ob
scu
red
Area
ObscuredArea
StockPile
StockPile
PavedParking
Inlet
Inlet
M
H
Slab
Culvert
Pit
Culvert
Culvert
Culvert
Culvert
Sign
L
P
Sign Inlet L
P
Area U
nder C
onstruction
Area U
nder C
onstruction
M
H
Slab
T
FP
T
FP
M
H
M
H
M
H
Slab
Culvert
M
H
Culvert
Inlet
Inlet
Slab
Culvert
Slab
M
H
T
FP
Sign
Inlet
Slab
MH
M
H M
H
Slab
Inlet
M
H
Area U
nder C
onstruction
T
L
T
L
Slab
Inlet
Inlet
Inlet
Slab
Slab
Slab
Riprap
Riprap
Riprap
T
L
Inlet
M
HSlab
Sign
Posts
M
HS
lab
Inlet
M
H
M
H
M
H
M
H
L
P
L
P
L
P
L
P
M
H
M
H
M
H
Culvert
M
H
M
H
Area U
nder C
onstruction
Area U
nder C
onstruction
Culvert
1055
623.4
1104
633.8
1163
613.1
1067
615.8
1162
608.4
1535+00 1540+00 1545+00 1550+00 1555+00
1535+001540+00 1545+00 1550+00 1555+00
S 10%%d 36’ 46.33" E
S 10%%d 36’ 46.33" E
1535+001540+00 1545+00 1550+00 1555+00 1560+00
10+
00
15+
00
20+
00
N 8
7%
%d 1
3’ 4
8.1
3" W
N 8
7%
%d 1
3’ 4
8.1
3" W
S 8
7%
%d 1
3’ 4
8.1
3" E
10+00
15+00
10+00
15+00 35SGP
35NGP
35CL-P
S 9%%d 32’ 32.40" E30+00
35+0040+00
S 12%%d 01’ 08.91" E30+00
35+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E130+00 135+00 140+00 145+00 150+00 155+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
1535+00 1540+00 1545+001550+00 1555+00 1560+00
40+0045+00
S 14%%d 09’ 47" E
S 11%%d 58’ 41" ES 13%%d 38’ 27" E
10+00
15+00
20+00WC35SU
Slab
LO
T 6
LO
T 5
LO
T 4
LO
T 2
R-A
LO
T 2
R-B
2
3
1
1
22
2
2
2
32
43
2
1
1
45+00
40+0045+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
1535+00 1540+00 1545+001550+00 1555+00 1560+00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
8:13:00 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\PL
AN
VIE
W O
NL
Y S
HE
ET
S F
OR
070810 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_07.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
RWN11RWN11B
RWN13
RWS14B
RWS15
RW
11B
RW
12B
RW
13B
RW
14B
RWS14A
RWN17
RWN19
RWS16
RWS17
RWS19
35N-BB-6
D=2^ 0’ 0.00"
A
A
311
312
313
314
317
316
315 320
319
318
EXISTING
7’ X 4’ X 452’
BOX CULVERT
TO BE REMOVED
[ WCBCL
STA 13+31.43=
| NBFR1
STA 1541+37.11
35N-BB-5
D=0^ 30’ 0.00"
35NGP-23
D=0^ 30’ 0.00"
WCUT1-1
D=68^ 12’ 33.34"
ML-BB-6
D=2^ 0’ 0.00"
END BRIDGE
[ 35CL-P
STA. 1542+46.00
BB-35S-6
D=1^ 0’ 0.00"
[ IH 35W (35CL-P)
STA 1540+82.74=
[ WESTERN CENTER BLVD (WCBCL)
STA 15+58.60
WCUT2-1
D=68^ 12’ 33.34"
[ WCBCL
STA 17+90.91=
| SBFR2
STA 137+10.54
WCUT1-2
D=68^ 12’ 33.34"
WCUT2-2
D=68^ 12’ 33.34"
RWN13
RWS15
BB-35S-5
D=0^ 30’ 0.00"35SGP-27
D=0^ 30’ 0.00"
ML-BB-5
D=1^ 0’ 0.00" 35NGP-22
D=0^ 30’ 0.00"
BEGIN CONSTRUCTION
BEGIN BRIDGE
[ 35CL-P
STA. 1539+18.00
B
C
D
E
F
EXISTING 8’ X 4’ X 820’
BOX CULVERT TO REMAIN
BB-ML-5
D=1^ 0’ 0.00"
RWS16 RWS18
RWS14BRWS14A
RWN11B
RWN17
RWS17
RWN19
RWS19
END BRIDGE
| 35NGP
STA. 1535+85
END BRIDGE
| 35N-BB
STA. 33+30
G
B
C
D
E
F
G
BEGIN BRIDGE
| 35N-BB
STA. 31+21
BEGIN BRIDGE
| 35NGP
STA. 1533+75
BEGIN BRIDGE
| ML-BB
STA. 40+07
BEGIN BRIDGE
| NBFR1
STA.1534+54
H
END BRIDGE
| NBFR1
STA.1536+64
H
END BRIDGE
[ 35CL-P
STA. 1536+10
BEGIN BRIDGE
[ 35CL-P
STA. 1534+00
END BRIDGE
| SBFR2
STA. 132+38
END BRIDGE
| 35SGP
STA. 1536+46
END BRIDGE
| BB-35S
STA. 28+62
ENDBRIDGE
| 35SGP
STA 1542+83
BEGIN BRIDGE
| 35SGP
STA 1539+55
ENDBRIDGE
| 35NGP
STA 1542+18
BEGIN BRIDGE
| 35NGP
STA 1538+91
MBC-1548-3B
IH 35W [ STA. 1547+52.80
PROPOSED 7’ X 4’ X 480’
CONNECT PROPOSE 7’ X 4’
TO EXISTING 7’ X4’
AT ROW
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
END CONSTRUCTION
[ WESTERN CENTER BLVD
STA 18+99.80
MA
TC
H L
IN
E S
TA
. 1534+
00
MA
TC
H L
IN
E S
TA
. 1558+
00
SEG3B
SHEET 7 OF 9NOTE:
SHEET 7 OF 9 APPLICABLE
ONLY WITH NTE OPTIMIZED
INTERCHANGE OPTION
BEGIN CONSTRUCTION
Sign
Gate
Playground
Sign
Gate
Gate
Gate
Sign
SS
Obscured Area
Obscured Area
Obscured Area
Slab
Riprap
Riprap
Riprap
Slab
Inlet
Slab
Slab
Inlet
S
Slab
Inlet
S
S
Gate
S
Slab
SS
Slab
Inlet
Slab
SignInlet
Inlet
Inlet
Inlet
Inlet
Slab
Sign
Slab
S
SlabS
S
Obscured Area
Sign
S
Sign
Inlet
Gas Filler Caps
SS S
Paved Parking
Paved Parking
Paved P
arking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved P
arking
Inlet
Inlet
Obscured Area
Obscured AreaObscured Area
Obscured Area
S
S
Inlet
Gate
Gate
Inlet
Slab
S
Inlet
Sign
Inlet
Inlet
Inlet
Sign
Inlet
S
S
S
S
Obscured A
rea
Guard Posts
Guard Posts
Inlet
Obscured Area
Obscured Area
Sign
Paved Parking
Paved P
arking
Paved Parking
Paved P
arking
Paved Parking
Paved Parking
Inlet
Inlet
Sig
n
InletInlet
Slab
Inlet Inlet
InletInletInlet
Culvert
Sign
InletInletInlet Inlet Inlet Inlet
Inlet
Billboard
Sign
Inlet
Inlet
Inlet
Inlet
Inlet
Slab
Inlet
Stock Pile
Inlet
Inlet
Sign Sign
Inlet
Pond
Obscured A
rea
Slab
Sign
InletInlet
Slab
S
S
S
S
S
S
S
S
S
Inlet
Slab
S
S
S S
Obscured A
rea
Inlet
TL
LP
LP
LP
TL
TL
LP
LP
LP
LP
MH
MH
MH
LP
LP LP
LP
LP
LP
LP
LP
MH
LP
LP
LP
MH
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
MH
LP
LP
LP
LP
LP
LP
FP
LP
LP
LP
FP
LP
LP
LP
LP
LP
LP
MH
MH MH
MH
MH
LP
MH
MH
MH
MH
MH
MH MH
MH
LP
LP
LP
LP
FH
LP
LP
LP
LP
LP LP
LP
LP
LP
LP LP LP
LP
LP
LP
LP LP
MH
TL
MH
MH
MH
LP
LP
LP
LP
MH
LP
FH
TFP
MH
MH
LP
LP
MH
XXXXXXXXXXX
ObscuredArea
PavedParking
ObscuredArea
Obscured
Area
ObscuredArea
Ob
scu
red
Area
ObscuredArea
StockPile
StockPile
PavedParking
Inlet
Inlet
M
H
Slab
Culvert
Pit
Culvert
Culvert
Culvert
Culvert
Sign
L
P
Sign Inlet L
P
Area U
nder C
onstruction
Area U
nder C
onstruction
M
H
Slab
T
FP
T
FP
M
H
M
H
M
H
Slab
Culvert
M
H
Culvert
Inlet
Inlet
Slab
Culvert
Slab
M
H
T
FP
Sign
Inlet
Slab
MH
M
H M
H
Slab
Inlet
M
H
Area U
nder C
onstruction
T
L
T
L
Slab
Inlet
Inlet
Inlet
Slab
Slab
Slab
Riprap
Riprap
Riprap
T
L
Inlet
M
HSlab
Sign
Posts
M
HS
lab
Inlet
M
H
M
H
M
H
M
H
L
P
L
P
L
P
L
P
M
H
M
H
M
H
Culvert
M
H
M
H
Area U
nder C
onstruction
Area U
nder C
onstruction
Culvert
1055
623.4
1104
633.8
1163
613.1
1067
615.8
1162
608.4
1535+00 1540+00 1545+00 1550+00 1555+00
1535+001540+00 1545+00 1550+00 1555+00
S 10%%d 36’ 46.33" E
S 10%%d 36’ 46.33" E
1535+001540+00 1545+00 1550+00 1555+00 1560+00
10+
00
15+
00
20+
00
N 8
7%
%d 1
3’ 4
8.1
3" W
N 8
7%
%d 1
3’ 4
8.1
3" W
S 8
7%
%d 1
3’ 4
8.1
3" E
10+00
15+00
10+00
15+00 35SGP
35NGP
35CL-P
S 9%%d 32’ 32.40" E30+00
35+0040+00
S 12%%d 01’ 08.91" E30+00
35+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E130+00 135+00 140+00 145+00 150+00 155+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
1535+00 1540+00 1545+001550+00 1555+00 1560+00
40+0045+00
S 14%%d 09’ 47" E
S 11%%d 58’ 41" ES 13%%d 38’ 27" E
10+00
15+00
20+00WC35SU
LO
T 6
LO
T 5
LO
T 4
LO
T 2
R-A
LO
T 2
R-B
2
1
4
3
45+00
40+0045+00
S 10%%d 36’ 46" E
S 10%%d 36’ 46" E
1535+00 1540+00 1545+001550+00 1555+00 1560+00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/9/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/9
/2
01
0
9:4
4:0
7 A
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\PL
AN
VIE
W O
NL
Y S
HE
ET
S F
OR
070810 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_07A
.dgn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
Slab
RWN11RWN11B
RWN13
RWS14B
RWS15
RW
11B
RW
12B
RW
13B
RW
14B
RWS14A
RWN17
RWN19
RWS16
RWS17
RWS19
35N-BB-6
D=2^ 0’ 0.00"
A
A
311
312
313
314
317
316
315 320
319
318
EXISTING
7’ X 4’ X 452’
BOX CULVERT
TO BE REMOVED
[ WCBCL
STA 13+31.43=
| NBFR1
STA 1541+37.11
35N-BB-5
D=0^ 30’ 0.00"
35NGP-23
D=0^ 30’ 0.00"
WCUT1-1
D=68^ 12’ 33.34"
ML-BB-6
D=2^ 0’ 0.00"
END BRIDGE
[ 35CL-P
STA. 1542+46.00
BB-35S-6
D=1^ 0’ 0.00"
[ IH 35W (35CL-P)
STA 1540+82.74=
[ WESTERN CENTER BLVD (WCBCL)
STA 15+58.60
WCUT2-1
D=68^ 12’ 33.34"
[ WCBCL
STA 17+90.91=
| SBFR2
STA 137+10.54
WCUT1-2
D=68^ 12’ 33.34"
WCUT2-2
D=68^ 12’ 33.34"
RWN13
RWS15
BB-35S-5
D=0^ 30’ 0.00"35SGP-27
D=0^ 30’ 0.00"
ML-BB-5
D=1^ 0’ 0.00" 35NGP-22
D=0^ 30’ 0.00"
BEGIN CONSTRUCTION
BEGIN BRIDGE
[ 35CL-P
STA. 1539+18.00
B
C
D
E
F
EXISTING 8’ X 4’ X 820’
BOX CULVERT TO REMAIN
BB-ML-5
D=1^ 0’ 0.00"
RWS16
RWS14BRWS14A
RWN11B
RWN17
RWS17
RWN19
RWS19
END BRIDGE
| 35NGP
STA. 1535+85
END BRIDGE
| 35N-BB
STA. 33+30
G
B
C
D
E
F
G
BEGIN BRIDGE
| 35N-BB
STA. 31+21
BEGIN BRIDGE
| 35NGP
STA. 1533+75
BEGIN BRIDGE
| ML-BB
STA. 40+07
BEGIN BRIDGE
| NBFR1
STA.1534+54
H
END BRIDGE
| NBFR1
STA.1536+64
H
END BRIDGE
[ 35CL-P
STA. 1536+10
BEGIN BRIDGE
[ 35CL-P
STA. 1534+00
END BRIDGE
| SBFR2
STA. 132+38
END BRIDGE
| 35SGP
STA. 1536+46
END BRIDGE
| BB-35S
STA. 28+62
ENDBRIDGE
| 35SGP
STA 1542+83
BEGIN BRIDGE
| 35SGP
STA 1539+55
ENDBRIDGE
| 35NGP
STA 1542+18
BEGIN BRIDGE
| 35NGP
STA 1538+91
MBC-1548-3B
IH 35W [ STA. 1547+52.80
PROPOSED 7’ X 4’ X 480’
CONNECT PROPOSE 7’ X 4’
TO EXISTING 7’ X4’
AT ROW
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
END CONSTRUCTION
[ WESTERN CENTER BLVD
STA 18+99.80
2
3
1
1
22
2
2
2
32
43
2
1
1
MA
TC
H L
IN
E S
TA
. 1534+
00
MA
TC
H L
IN
E S
TA
. 1558+
00
SEG3B
SHEET 7A OF 9NOTE:
SHEET 7A OF 9 APPLICABLE ONLY
WITH NTE INTERCHANGE OPTION B
Gate
Inlet
Slab
Slab
Paved Parking
Sign
S
A/C Units
A/C Units
A/C Units
A/C Units
Paved Parking
Paved P
arking
S
MH
MH
LP
LP
LP
LP
FH
Sign
LP
LP
LP
LP
XXXXXXXXXX
Culvert
Inlet
Inlet
SlabInlet
Sign
Inlet
Inlet
Pond
SS
Inlet
Obscured Area
Obscured A
rea
MH
MH
LP
LP
LP
LP
LP
LP
LP
MH
LP
Gate
Sign
InletInlet Inlet
Sign
Slab
Slab
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Playground
Inlet
Inlet
Inlet
Inlet
Ramp
S S
S
Inlet
Inlet
Inlet
Inlet
Inlet
Sign
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Inlet
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
MH
MH
LP
LP
LP
LP
FH
LP
LP
FP
LP
LP
XXX
1560+00
1565+001570+00
1575+00
1580+00
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58.46" E
S 0%%d 45’ 58.46" E
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58" E
S 0%%d 45’ 58" E
155+00
160+00
165+00170+00
175+00
S 0%%d 45’ 58" E1560+00
1565+001570+00
1575+00
1580+00
S 13%%d 38’ 27" E
25+00
30+00
2
2
4
3
2
2
4
2
3
2
3
1
RWN14
RWN18
RWS20
S 0%%d 45’ 58" E1560+00
1565+001570+00
1575+00
1580+00
D=0^ 30’ 9.95"
35NGP-24
D=0^ 29’ 50.16"
35WINTERSTATE
ARWN14
EXISTING
48" X 427’RCP
TO BE REMOVED
35CL-P-8
D=0^ 30’ 0.00"
RWN18
RWS20
RWS19
E
F
G
END CONSTRUCTION
35CL-P
STA 1581+00.00
MATCH PREVIOUS SCHEMATIC
END CONSTRUCTION
| SBFR2 STA 177+48
END CONSTRUCTION
| 35SGPL
STA 1581+41
RCP-1561-3B
IH 35W [ STA. 1561+26.32
PROPOSED 60" X 400’
A
EXISTING
60" X 301’
RCP
TO BE REMOVED
END CONSTRUCTION| 35NGPLSTA 1580+67.65
END CONSTRUCTION| NBFR1STA 1581+38.63
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:58:41 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_08.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1558+
00
MA
TC
H L
IN
E S
TA
. 1582+
00
SEG3B
SHEET 8 OF 9
NOTE: SHEET 8 OF 9 APPLICABLE ONLY WITH NTE OPTIMIZED INTERCHANGE OPTION
Gate
Inlet
Slab
Slab
Paved Parking
Sign
S
A/C Units
A/C Units
A/C Units
A/C Units
Paved Parking
Paved P
arking
S
MH
MH
LP
LP
LP
LP
FH
Sign
LP
LP
LP
LP
XXXXXXXXXX
Culvert
Inlet
Inlet
SlabInlet
Sign
Inlet
Inlet
Pond
SS
Inlet
Obscured Area
Obscured A
rea
MH
MH
LP
LP
LP
LP
LP
LP
LP
MH
LP
Gate
Sign
InletInlet Inlet
Sign
Slab
Slab
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Playground
Inlet
Inlet
Inlet
Inlet
Ramp
S S
S
Inlet
Inlet
Inlet
Inlet
Inlet
Sign
Paved Parking
Paved Parking
Paved Parking
Paved Parking
Inlet
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
MH
MH
LP
LP
LP
LP
FH
LP
LP
FP
LP
LP
XXX
1560+00
1565+001570+00
1575+00
1580+00
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58.46" E
S 0%%d 45’ 58.46" E
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58" E
S 0%%d 45’ 58" E
155+00
160+00
165+00170+00
175+00
S 0%%d 45’ 58" E1560+00
1565+001570+00
1575+00
1580+00
S 13%%d 38’ 27" E
25+00
30+00
2
2
4
3
2
2
4
2
3
2
3
1
S 0%%d 45’ 58" E1560+00
1565+001570+00
1575+00
1580+00
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
5:00:27 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_08A
.dgn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
RWN14
RWN18
RWS20
1560+00
1565+001570+00
1575+00
1580+00
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58.46" E
S 0%%d 45’ 58.46" E
1560+00
1565+001570+00
1575+00
1580+00
S 0%%d 45’ 58" E
S 0%%d 45’ 58" E
155+00
160+00
165+00170+00
175+00
S 0%%d 45’ 58" E1560+00
1565+001570+00
1575+00
1580+00
S 13%%d 38’ 27" E
25+00
30+00
D=0^ 30’ 9.95"
35NGP-24
D=0^ 29’ 50.16"
35WINTERSTATE
ARWN14
EXISTING
48" X 427’RCP
TO BE REMOVED
35CL-P-8
D=0^ 30’ 0.00"
RWN18
RWS20
RWS19
E
F
G
END CONSTRUCTION
35CL-P
STA 1581+00.00
MATCH PREVIOUS SCHEMATIC
END CONSTRUCTION
| SBFR2 STA 177+48
END CONSTRUCTION
| 35SGPL
STA 1581+41
RCP-1561-3B
IH 35W [ STA. 1561+26.32
PROPOSED 60" X 400’
A
EXISTING
60" X 301’
RCP
TO BE REMOVED
END CONSTRUCTION| 35NGPLSTA 1580+67.65
END CONSTRUCTION| NBFR1STA 1581+38.63
NEW ROW IDENTIFIED
BY NORTH TARRANT
EXPRESS
MA
TC
H L
IN
E S
TA
. 1558+
00
MA
TC
H L
IN
E S
TA
. 1582+
00
SEG3B
SHEET 8A OF 9
NOTE: SHEET 8A OF 9
APPLICABLE ONLY WITH NTE
INTERCHANGE OPTION B
Sign
Slab
Inlet
Inlet
Inlet
CulvertInlet
Inlet
Inlet
InletInlet
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
Paved Parking Paved Parking
Paved Parking
Paved Parking
S
Slab
S
Paved P
arking
Paved P
arking
Sign
S
Obscured Area
Sign
Obscured Area
LP
LP
FH
LP
LP
LP
LP
TFP
LP
FH
LP
LP
LP
LP
MH
LP
MH
MH
MH
MH
Earthen Dam
Sign
Inlet
Culvert
Culvert
Earthen Dam
Earthen DamCulvert
Culvert
LP LP
LP LP
LP
XXXXXXXXXXXXXXXXXX
S 0%%d 45’ 58.46" E
S 0%%d 45’ 58.46" E
S 0%%d 45’ 58" E
S 0%%d 45’ 58" E
S 0%%d 45’ 58" E
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
7:01:22 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_09.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN
IH 35W
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
IN
E S
TA
. 1
58
2+
00
SEG1A
SHEET 9 OF 9
N 51%%d 02’ 40.61" W
PC
29+
53.2
2
30+00PT
33+
53.2
2
PC 37+84.11
287CL
S 46%%d 51’ 15" E
PO
T 3
6+
03.1
9
PC
36+
45.5
8
PO
T 3
7+
87.1
1
PC
37+
68.9
3
S 46%%d 51’ 15" E
445+00 450+00 455+00 460+00 465+00 470+00 475+00
BL6
681.
32
Cul
vert
S
S
S
PP
8-11
3
S
Sign
Inle
t
Bill
boar
d
Sign
Cul
vert
Cul
vert
Cul
vert
Inle
t
S
S
TFP
PP
8-11
4
BL 5
674.
84
Inle
t
Inle
t
Cul
vert
Sign
S
Sign
Inle
t
Inle
t
Den
se V
eget
atio
n
BL 4
667.
42
PP
8-11
5
Inle
t
Inle
t Inle
t
Inle
t
Cul
vert
S
Den
se V
eget
atio
n
PP 8-
116
Sign
Inle
t
1
287
BEGIN CONSTRUCTION
US 287 [ STA 466+56.83
OFFSET, 48.0’ LT
MATCH PAVEMENT
CSJ:0902-48-579
BEGIN CONSTRUCTION
US 287 [ STA 467+82.52
OFFSET, 24.08’ RT
MATCH PAVEMENT
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
7:04:58 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_10.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN & PROFILE
US287
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
MA
TC
H L
INE
ST
A.
34
+0
0
SHEET 1 OF 2
1430+00
1435+00
1440+00
1445+00
1450+00
S 20%%d 16’ 10.97" E
1430+00
1435+00
1440+00
1445+00
1450+00
1430+00
1435+00
1440+00
1445+00
1450+00
1430+00
1435+00
1440+00
1445+00
1450+00
S 3%
%d 26’ 58.27" W
N 51%%d 02’ 40.61" W
15+00
20+
00
25+00
30+00
S 25%%d 16’ 10.97" E
PT 1443+
59.17
S 25%%d 16’ 10.97" E
S 20%%d 16’ 10.97" E
S 3%
%d 27’ 14.30" W
10+00
15+00
35S-287
BB
-35N
SBFR2
287CL
35N287W
MLN287W
287EMLS
287EMLS
287E35S
35N287W
S 46%%d 51’ 15" E
S 50%%d 33’ 06" E
40+00
45+00
50+00 55+00
60+00
50+00
55+00
60+00
S 46%%d 51’ 15" E
40+00 45+00
50+00
55+00
40+00
45+00
50+00
55+00
S 46%%d 51’ 15" E
470+00 475+00 480+00 485+00
490+00
25+00
PC
28+
43.2
8
30+00
35+00
40+00
45+00
287E35S
S 20%%d 16’ 11" E
25+00 30+00
35+00
40+00
45+00
S 20%%d 16’ 11" E
1430+00
1435+00
1440+00
1445+00
1450+00
Inle
t
Inle
t
Culv
ert
Culv
ert
Culv
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Obs
cure
d
Are
a
Ear
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Dam
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1430
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d
BL 4
667.
42
Inle
t Inle
t
Inle
t
Cul
vert
PP 8-
116
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Inle
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let
Inle
t
Inle
t
Inle
t
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t
Cul
vert
S
S
Sign
S
S
Cul
vert
PP
8-11
7
BL 3
663.
33
Sign
S
Den
se V
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n
Sign
S
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Den
se V
eget
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n
Stock
Pile
BL 2
648.
47
PP
8-11
8
Den
se V
eget
atio
n
Inle
t
S
S
Cul
vert
S
Inle
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Den
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1
1
2
3
1
1
2
1
2
2
2
2
1
1
2
2
2
1
35N287W-1
D=0^30’00.00"
35S-287-3
D=1^00’00.00"
287
287E35S-1
1^ 59’ 59.47"BEGIN 287EMLS DC
POT STA 37+87.11=
US 287 [ STA 475+02.52
OFFSET, 24.0’ RT
BEGIN 287E35S DC
PC STA 37+68.93=
US 287 [ STA 475+02.52
OFFSET, 48.0’ RT
BEGIN 35N287W DC
POT STA 36+03.19=
US 287 [ STA 473+36.33
OFFSET, 48.0’ LT
304
302
303
27
28
35S-287-2
D=11^00’00.00"
BEGIN BRIDGE
| 35N287W
STA. 45+83.00
BEGIN BRIDGE
| 287EMLS
STA. 45+63.00
END BRIDGE
| 287EMLS
STA. 58+95.00
BEGIN CONSTRUCTION
SBFR2 | STA 30+68.56=
US 287 | STA 476+06.50
OFFSET 151.05’ RT
MATCH PAVEMENT
STATE
JOB
COUNTY
CONT SECT HIGHWAY NO
DISTRICT
TEXAS
PROJECT NUMBERFED. RD.
DIV. NO.SHEET NO.
DESCRIPTIONBYDATEREV
DATE:
TEXAS REGISTRATION NO:
7/8/2010
THIS DOCUMENT IS RELEASED UNDER THE AUTHORITY OF:
LEGEND
PROPOSED CONTROL-OF-ACCESS
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
PROPOSED RIGHT-OF-WAY(ACCESS RESTRICTED)
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
IH 35W
TARRANT
7/8
/2
01
0
4:57:35 P
M
L:\
work\T
rans\1
12671 N
TE
\CA
DD
(S
egm
ent
3A
and 3
B)\S
eg3B
\Sheets
Inte
rim
\11x17\P
LA
N V
IE
W O
NL
Y S
HE
ET
S F
OR
051710 S
UB
MIT
TA
L\S
eg3B
I_S
chem
_P
LA
N_11.d
gn
NORTH TARRANT EXPRESS - SEGMENT 3B
PLAN & PROFILE
US287
AECOM Technical Services Inc.- 3580
PREVIOUS CONSTRUCTION BY OTHERS
NOT TO BE USED FOR CONSTRUCTION, OR PERMIT PURPOSES.
Fernando Gaytan, P.E.
’
92244
ADDITIONAL RIGHT-OF-WAY
HORZ.: 1" = 200’
PROPOSED DRAINAGE EASEMENT
SHEET 2 OF 2
MA
TC
H L
INE
ST
A.
34
+0
0
NOTE:
CURVE 35S-287-2 SHALL HAVE A DESIGN SPEED
OF 40 MPH AS REQUIRED BY THE NORTH TARRANT
EXPRESS MDP CDA GEOMETRIC DESIGN CRITERIA NOTE 19.