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172
171170
168169
165164
158
123
123F
123E
123D
123C
123B
123A
159
172C
172B
111A
172A
301
340
341
342
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338337
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332
335
361
362
103 371372
116
339
104
107
105
130A
364
365
367
366
368
369
370
121
158
MO
NY
PH
AR
R S
T
PH
AR
R S
T
E 1
st S
T
E 4
TH
ST
MAPLE ST
E 4
TH
ST
CLOVER ST
GR
EE
NF
IEL
D A
VE
GL
EN
MO
RE
AV
E
BE
LK
NA
P S
T
WE
AT
HE
RF
OR
D S
T
PO
RT
LA
ND
AV
E
CA
RV
ER
AV
E
GILVEN ST
E 1
st S
T
HE
AT
HC
OT
E
ST
U P R R
CR
I&P
RR
CR
I&P
RR
CR
I&P R
R
GREENWAYPARK
121S-280
35S-121N
121SB
PGL @ 35WNB
EXIST GROUND
@ 35WNB
PGL @ 35WNB
EXIST GROUND
@ 35WNB WE
AT
HE
RF
OR
D S
T
PH
AR
R S
T
BE
LK
NA
P S
T
4T
H S
T
CR
I&
P R
R
BE
GIN
BR
IDG
E
ST
R N
O.
23
3
35
WN
B 9
13
+1
0.0
0
EN
D B
RID
GE
ST
R N
O.
23
3
35
WN
B 9
14
+2
0.0
0
BE
GIN
BR
IDG
E
ST
R N
O.
23
5
35
WN
B 9
20
+5
2.1
5
EN
D B
RID
GE
ST
R N
O.
23
5
35
WN
B 9
23
+3
2.1
5
BE
GIN
BR
IDG
E
35
WN
B 8
85
+4
1.0
0
EN
D B
RID
GE
35
WN
B 8
87
+0
1.0
0
BE
GIN
BR
IDG
E
35
WN
B 8
95
+4
8.0
0
EN
D B
RID
GE
35
WN
B 8
99
+4
8.0
0
CR
I&
P R
R
BEGIN DESIGN SPEED = 55 MPH
STA 906+00.00
STA = 868+75.00
EL = 524.90’
(-) 2.76%(+) 0.46%
L = 600.00’
K = 186
ex = 2.41’
STA = 880+00.00
EL = 530.10’
(+) 0.46% (+) 2.69%
L = 410.00’
K = 184
ex = 1.14’
STA = 887+00.00
EL = 548.93’
(+) 2.69%
(+) 0.35%
L = 580.00’
K = 248
ex = -1.70’
STA = 908+20.00
EL = 556.35’
(+) 0.35% (+) 2.99%
L = 480.00’
K = 182
ex = 1.58’
STA = 918+00.00
EL = 585.62’
(+) 2.99%
(-) 2.36%
L = 1,330.00’
K = 249
ex = -8.89’
VP
T 8
71
+7
5.0
0 E
L =
52
6.2
9’
VP
C 8
77
+9
5.0
0 E
L =
52
9.1
5’
VP
T 8
82
+0
5.0
0 E
L =
53
5.6
1’
VP
C 9
05
+8
0.0
0 E
L =
55
5.5
1’
VP
T 9
10
+6
0.0
0 E
L =
56
3.5
2’
VP
C 9
11
+3
5.0
0 E
L =
56
5.7
6’
VP
T 9
24
+6
5.0
0 E
L =
56
9.9
0’
VP
C 8
84
+1
0.0
0
EL
= 5
41.1
3’
VP
T 8
89
+9
0.0
0
EL
= 5
49.9
4’
VP
C 8
65
+7
5.0
0
EL
= 5
33.1
7’
530.3
3
52
8.2
0
526.2
5
525.2
5
524.3
8
524.3
3
524.6
8
524.9
5
52
4.9
0
524.9
5
525.0
3
524.9
4
524.5
5
52
4.9
6
52
5.6
9
526.0
5
527.5
8
532.0
5
534.6
3
536.9
2
536.3
5
521.4
4
522.5
4
521.9
8
520.5
7
51
9.9
6
519.7
5
519.2
4
520.9
3
533.8
2
52
4.0
1
521.0
5
521.2
2
530.4
7
53
0.1
6
51
8.5
9
518.4
5
518.7
8
51
9.4
6
52
0.1
1
520.7
8
52
4.6
1
526.5
8
527.3
7
529.3
8
531.9
8
534.9
8
538.0
8
529.2
8
523.3
2
546.8
3
549.4
2
55
2.4
6
556.1
3
55
9.6
6
56
3.6
1
55
5.6
1
525.7
2
56
5.3
0
573.0
2
57
2.7
6
865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00
535.2
4
53
2.5
0
530.1
4
528.3
3
527.0
4
52
6.3
0
52
6.0
9
52
6.4
0
52
6.8
6
527.3
3
52
7.7
9
528.2
5
52
8.7
1
529.1
8
529.9
4
531.2
4
53
3.0
9
535.4
8
538.1
7
54
0.8
6
54
3.3
9
54
5.5
1
547.2
3
548.5
5
549.4
7
549.9
8
550.3
3
550.6
8
551.0
3
551.3
8
551.7
3
552.0
8
552.4
3
552.7
8
553.1
3
553.4
8
553.8
3
554.1
8
554.5
3
554.8
8
555.2
3
55
5.5
9
556.3
3
55
7.6
1
559.4
4
561.8
3
56
4.7
1
56
7.6
1
570.1
4
57
2.2
6
573.9
8
57
5.3
0
57
6.2
1
576.7
3
576.8
4
576.5
4
575.8
5
574.7
5
57
3.2
6
571.3
5
569.0
8
Texas
Department
of Transportation
R
C 2012 By Texas Department of
Transportation,
All Rights Reserved
FORT WORTH DISTRICTTEXAS DEPARTMENT OF TRANSPORTATION
MARIBEL P. CHAVEZ, P.E. DISTRICT ENGINEER
PUBLIC HEARING DISPLAY
NASER ABUSAAD, PE, AICP
P.E. NO. 83200
NOT INTENDED FOR CONSTRUCTION,
BIDDING, AND OR PERMIT PURPOSES
IH 35W
TARRANT COUNTY, TEXAS
CSJ NO. 0014-16-179
CSJ NO. 0014-16-268
DATE: JUNE 12, 2012
* 70 MPH AT ALL LOCATIONS
EXCEPT WHERE NOTED ON
SCHEMATICS
** 50 MPH UNLESS NOTED
OTHERWISE ON SCHEMATICS
*** 30 MPH IH 35W NBFR
SOUTH OF 4TH ST
TO END OF PROJECT
EXCEPT WHERE NOTED
OTHERWISE
EXCEPT WHERE NOTED
OTHERWISE
FROM IH 820 TO IH 30
IH 35W GENERAL PURPOSE LANES
SH 121 MAINLANES
US 287 WIDENING
MANAGED LANES
DIRECT CONNECTORS (DC)
35S-121N, 121S-35N
121SB, 121NB
RAMPS/MANAGED LANE RAMPS
EB US 287 TO CYPRESS ST
COLLECTOR-DISTRUBUTORS (C-D)
121S-280, 280-121N
FRONTAGE ROADS
CITY STREETS
LOOP RAMP (CLOVERLEAF)
121S-BEL
SPUR 280
GILVEN ST
121S-35N
280-35S
55 MPH*
55 MPH
55 MPH
55 MPH*50 MPH**40 MPH
45 MPH
50 MPH
40 MPH
35 MPH
35 MPH
40 MPH***35 MPH
35 MPH
25 MPH
40 MPH
25 MPH
35 MPH
45 MPH
URBAN FREEWAY
URBAN FREEWAY
URBAN FREEWAY
URBAN FREEWAY
URBAN LOCAL STREET
URBAN LOCAL STREET
URBAN LOCAL STREET
URBAN LOCAL STREET
URBAN LOCAL STREET
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
FUNCTIONAL CLASSIFICATIONDESIGN SPEEDROADWAY TYPE
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
URBAN PRINCIPAL ARTERIAL
5/10/2012
3:0
7:1
9 P
M
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PREPARED UNDER THE SUPERVISION OF:
TBPE Firm Registration No. 6981
CIVIL ASSOCIATES, INC.
JUNE 12, 2012
AERIAL PHOTOGRAPHY: WINTER 2010/2011
39000
(4353)
24200
(2701) 54800(6115)85500
(9542)3500
(391)8000
(894)
11100(1238)
7400
(829)
51800
(5781)
14800
(1652)
16700
(1865)
109700
(12243)
9200
(1027)
12400
(1384)
7500
(837)
5
E. 4T
H S
T.
PH
AR
R S
T.
BE
LK
NA
P S
T.
IH 35W
WE
AT
HE
RF
OR
DS
T.
8500
(949)
87
00
(971)
12700
(1417)
12
10
0
(13
50
)
50100
(5591)
50100
(5591)
63
00
(703)
66000(7366)
11
00
(123)
19500
(2177)
4500
(503)
1000
(112)
11800
(1345)
12000
(1361)
9800
(1105)
9900
(1117)
15400
(1737)
9600
(1083)
CR
I&P
RR
N.T.S.
TRAFFIC DATA LINE DIAGRAM
IH 35WLEGEND
1000
(100)
2035 ADT
2035 DHV
NUMBER
OF LANES
1
1
46
3
2
2
1
4
2
21
44
3
3
1
2
2
1
1
1
1 1
1
1
1
1
4
1
1
6
2
2
3
400
900
1000
1200
4900
20011800
200
1000
5300
200
200
100
100
8000100
1700
2200 100
300800
12000 1500
2000
2100
7900
LEGEND
10001000
=2035 ADT2010 ADT
PHARR ST
3600
64009900
400
200
400
200
7600
1500
7100
18003600
20003300
11001800
61009800
IH 35W NB
IH 35W SB
35S-121N
35S-30
121S-35N
IH 35W ML N
IH 35W ML S
117 SOUTHWEST INTERNTL TRUCKS INC
118 STORAGE PORTFOLIO TX LP LARRY PIRKLE BAIL BONDS
DIRECT INTERNATIONAL
AUDIO PLUS
ZOMAC ELECTRICAL SYSTEMS INC
JAURE MECHANICAL SERVICE
LASEMANA
119 STORAGE PORTFOLIO I TX LP EXTRA SPACE STORAGE
120 1901 PHARR LTD SOUTHWEST IDEALEASE
121 FORT WORTH, CITY OF
122 ROLLINS LEASING CORP PENSKE TRUCK LEASING CO L P
123 CHICAGO ROCK ISLAND & GULF RAILROAD
123A KING, STEVEN PC
123B
123C
123D
123E TRINITY MATERIALS INC
123F SERRANO, ARTHUR ETAL
SOUTHWEST INTERNATIONAL TRUCK
103 MAPES, MARK
104 ATKINS, LINDA L
105
107 FORT WORTH, CITY OF
108 SPILLAR, MAX EST & GRETA D MAGNUM STAFFING SERVICES
109 SPILLAR, MAX EST & GRETA D SPILLER, MITCHAM ETAL
LEE, SAMUEL-MD
110 MCINTIRE & ASSOCIATES INC
MCINTIRE DISTRIBUTION
111 650 NORTH FREEWAY LTD
111A TINDALL PROPERTIES LTD
112 600 NORTH FREEWAY LTD
113
114 JOHNSON, PAUL A ETUX SHIRLEY D
115 C & B MEDICAL INC
RABO BUSINESS FORMS INC
JOHNSON CONTROLS INC
HOME & HIGHWAY INSURANCE AGE
MSB INC
116 HULEN PARK ASSOC FASTENAL COMPANY
N J MALIN & ASSOCIATES
PROPERTY OWNERSHIP
TENANTPARCEL OWNER
WILSON, I L
SLOAN, JAMES L
ROLL 5
124 RALSTON PURINA CO
125 ONCOR ELECTRIC DELIVERY CO LLC
126 PURINA MILLS INC PURINA MILLS LLC
127 ELLER MEDIA CO
128
129
130
PROPERTY OWNERSHIP
TENANTPARCEL OWNER
ROLL 5
156 FORT WORTH, CITY OF
157 FORT WORTH, CITY OF
158
159 ONCOR ELECTRIC DELIVERY CO LLC
160
161 MOORE, MARTIN S
162
163 DAVISON, FRANCES MARIE
164
165
166
167
168
169
170
171
172
172A
172B
362
363
364
367
368
369
365
366
370
371
372
WRIGHT, RONALD W
WILSON, IMOGENE & A BLAKELY
SALAZAR, RICARDO
GARCIA, DOMITILIA
REAVIS, TULSA
GILLETTE, J L
SLOAN, JAMES L
SLOAN, JAMES L
NEMESIO, JAEL
REYNA, ARTURO ETUX GRISELDA
172C
COWTOWN OFFICE PARK LP
COWTOWN OFFICE PARK LP
UNION PACIFIC RR CO
CLEAR CHANNEL OUTDOOR INC
TARRANT ENTERPRISES LLC
TARRANT ENTERPRISES LLC
ZAPEDA, JOSEPH M.
RIBE, KENT A.
RIBE, KENT A
TARRANT REGIONAL WATER DISTRICT
CHESAPEAKE LAND DEV CO LLC
APPLE 9 VENTURES OWNERSHIP INC
APPLE 9 VENTURES OWNERSHIP INC
ASHGAR ALI RAZA
APPLE 9 VENTURES OWNERSHIP INC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
CHESAPEAKE LAND DEV CO LLC
TINDALL RECORD STORAGE LTD
(ALL DATA OBTAINED FROM TARRANT COUNTY CENTRAL APPRAISAL DISTRICT, FEBRUARY 4, 2009.)
(UPDATED: MAY 2, 2012)
(ALL DATA OBTAINED FROM TARRANT COUNTY CENTRAL APPRAISAL DISTRICT, FEBRUARY 4, 2009.)
(UPDATED: MAY 2, 2012)
THE FORT WORTH DEPOT LLC THE DEPOT APARTMENTS
4’8’
8’
SHLDRAMP
14’4’
8’36’4’
SHLD
8’24’4’
SHLD
8’14’4’
SHLD
8’24’4’
SHLD
38’
1’
1’
1’
1’
1’
10’
SHLD
48’ (4-12’)10’
SHLD
10’
SHLD
48’ (4-12’) 10’
SHLD
1’
1’
1’
1’
C
IH35WL
4%
2% TYP
2% TYP
2% TYP
2% TYP
2% TYP
2% TYP
50’
38’
28’
PGL
RAMP
PGL
PGL
PGL
PGL2.5 %
PGL
GENERAL PURPOSE LANES GENERAL PURPOSE LANES
PGL 35WNB PGL 35WSB
RAMP
4:1
6:1
SUPERELEVATION
SHLD
4’
SHLD
4’
1’
1’
2.5 % 2.5 %
PGL 35WMLS30PGL 35WMLN30
CTB
2’
14’ 14’8’ 8’
4’24’8’1’ 1’
28’
ML CONNECTOR
PGL
8’14’4’
SHLD
1’
2% TYP
28’
PGL
1’
* SUPERELEVATION
ML CONNECTOR
VARIES VARIES
DIRECT CONNECTOR/RAMP
MANAGEDLANE
MANAGEDLANE
SH121SB ML CONNECTOR
DIRECT CONNECTOR
DIRECT CONNECTOR
59’-96’53’-57’
** *
*
** * *
*
*
24’ (2-12’)
CONN/RAMP
0’- 22’
GORE
24’ (2-12’)
CONN/RAMP
62’- 84’
IH 35W
PROPOSED SECTION WITH MANAGED LANES, GENERAL PURPOSE LANES,
DIRECT CONNECTORS, RAMPS AND FRONTAGE ROADS
2’ 1’
FRONTAGE RD
C-OC-O
2%FR PGL
VARIES
1.5%
(USUAL)
26’
14’
2’
C-O1’
C-O
2%
1.5%
(USUAL)
FRONTAGE RD
FR PGL
6’
SDWK
14’
2’
VARIES
*
LANE
12’ 0’-12’
*
AUX
LANE
18’ TO 111’
29’ TO 410’
VARIES
220’ TO 286’
VARIES
330’ TO 749’
VARIES
354’ TO 626’
VARIES
195’ TO 208’
FRTG RD/
SHARED USE
LANE
FRTG RD/
SHARED USE
LANE
* 6:1 MAX WITHIN
CLEAR ZONE
3:1 MAX ELSEWHERE
N.T.S.
8’ 36’ 4’
SHLD
1’
2% TYP
PGL
SH121NB ML CONNECTOR
1’
50’
0’-12’
AUX
LANE
12’
LANE
0’-12’
AUX
LANE
26’-50’
PROPOSED/
EXISTING
ROW
PROPOSED/
EXISTING
ROW
6’
SDWK
IH 35W NB
IH 35W SB
3600
3800
5800
2600
8200
56008200
4200
5700
5700
500800
17002700
7000
8800
58009400
8100
900600
380060002000
3300
8900 300400
61009800
41006500
12400 750011900
11100
13600
1090016900
12900
1390022300
IH 35W NB FR
121S-3
5N
IH 35W ML N
IH 35W ML S
35S-121N
IH 35W SB FR
BE
LK
NA
P S
T
WE
AT
HE
RF
OR
D S
T
121S
-280
121S
B
121N
B
280-1
21N
IH 35W NB
IH 35W SB
287-35N
35S-30
35S-280
IH 35W NB FR
IH 35W SB FR
LEGEND
10001000
=2035 ADT2010 ADT
960015400
64009900
62009600
BELKNAP/WEATHERFORD
600
1100
1200
600
400
4600
3800
3100
400
2100
6600800
600
800 2700
1400
1100
LEGEND
10001000
=2035 ADT2010 ADT
E 4TH ST
1300
54007800
4400
2900
4400
3200
6200
1700
31004900
24003700
SH 121 NB
IH 35W NB
IH 35W SB
35S-30
9100
121S-280
2500
121 SB
287-35N
MA
TC
H L
INE
ST
A 8
65+
00
INTERSTATE
35W
INTERSTATE
35W
SEE ROLL 8
FOR IH 35W MANAGED LANE
TO DOWNTOWN CONNECTORS
MA
TC
H L
INE
ST
A 9
25+
00
630
500
510
520
530
540
550
560
570
580
590
600
610
620
640
630
500
510
520
530
540
550
560
570
580
590
600
610
620
640
MA
TC
H L
INE
ST
A 9
25+
00
MA
TC
H L
INE
ST
A 8
65+
00
0 100 200 300
SCALE IN FEET
N
SEE ROLL 7
FOR SH 121 PLAN
ROLL 5 OF 10
BEGIN ACCESS
DENIAL LINE
END ACCESS
DENIAL LINE
END ACCESS
DENIAL LINE
BEGIN ACCESS
DENIAL LINE
BEGIN ACCESS
DENIAL LINE
LEGEND:
GENERAL PURPOSE LANES (GP LANES)
MANAGED LANES (ML)
RAMPS/MANAGED LANE RAMPS
FRONTAGE ROADS/CITY STREETS
DIRECT CONNECTORS
PRELIMINARY STRUCTURE LIMITSAND POSSIBLE BENT/COLUMNLOCATIONS
PROPOSED RAMP GORE AREA
EXISTING PAVEMENT REMOVAL
DISPLACED STRUCTURE
PROPERTY OWNER NUMBER
EXISTING RIGHT-OF-WAY(R.O.W.)
PROPOSED RIGHT-OF-WAY(R.O.W.)
SHOULDER
TRAVELLANE(S)
SHOULDER
PROPOSED ACCESS DENIED
EXISTING ACCESS DENIED
PROPOSED SIDEWALKS
PROPERTY LINE
TRAFFIC DIRECTION
1
PR
OP
OS
ED
EX
IS
TIN
G
PR
OP
OS
ED
EX
IS
TIN
G
172C
PROPOSED RETAINING WALL
PROPOSED
NOISE
BARRIER
PROPOSED
NOISE
BARRIER
PROPOSED
NOISE
BARRIER
PROPOSED NOISE BARRIER LOCATION
PRELIMINARY-SUBJECT TO REVISION
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