texas department of transportation...ip o l i 8 t h tarrant lovell cr sc ent libby ola juniper...
TRANSCRIPT
MESQUITE
SUNNYVALE
UNIVERSITY PARK
HUTCHINSSEAGOVILLE
WILMER
GLENN HEIGHTS
DUNCANVILLE
Pop 16,881
COPPELL
GRAND PRAIRIEPop 99,616
GRAND PRAIRIEPop 99,616
Pop 155,037IRVING
DALLAS
Pop 82,169
Pop 24,250
Pop 8,783
Pop 180,650
Pop 74,840
Pop 5,346
ROWLETTPop 23,260
Pop 101,484
Pop 2,228
Pop 22,259
Pop 8,739
Pop 1,006,877
Pop 35,748
COCKRELLHILL
Pop 3,746
Pop 2,719
Pop 17,406
Pop 8,969
LANCASTERPop 22,117
Pop 2,479
Pop 4,564
CEDAR HILLPop 19,976
CARROLLTON
FARMERS BRANCH
ADDISON
GARLAND
SACHSE
RICHARDSON
ELLIS CO.
KA
UF
MA
N
CO.
TA
RR
AN
T
CO.
RO
CK
WA
LL
CO.
COLLIN CO.DENTON CO.
BIRCH
OAK
TARRANT
BELT
LIN
E
NE 6T
H
NE
8T
H
NE
5T
H
TARRANT
CA
NT
ER
BU
RY
CREEK
RIV
ER
TRINIT
Y
HAMPSHIRE
YORKSHIR
E
SHARPSHIR
E
NORTHTOW
N
CANADIAN
BRITISH
AUSTRIAN
DANISH
FINLAND
GREENLAND
SAFARITURNPIKE
SU
RR
EY
ES
QUIR
E
EGYPTIAN
CA
MELO
T
TURNER
CO
OK
7T
H
BLACKBURN
AROCHE
SWEDEN
JORDANTARRANT
PARIS
JUNEAU
DE
NM
AR
K HA
LIF
AX
CAPETOWN
ROMAN
BURLESON
CA
RRIE
R
PK
WY
RO
BE
RTS
ON
HUDDLESTON
Park
ST
ADIU
M
PK
WY
KENSINGTON
CHESTER
DALWORTH
FT WORTH
DALLAS
BONHAM
COLLEGE
HILL
NW
14T
H
NW
13T
H
NW
12T
H
NW
11T
H
NW
10T
H
NW
9T
H
AVE
NW
8T
H
NW
6T
H
CHURCH
NW
4T
H
MOORE
NORTH
NW
3R
D
NE 2
ND
DALLAS
MOTLEY
CIM
AR
R HO
CT
AW
SW
6T
H
3R
D
SW
4T
H
DAVIS
COLLEGE
DALLAS - FORT WORTH
WILDLIFE
W
CR
EST
VA
LLE
Y
CA
RRIE
R
PL
LO
WE
R
TA
RR
AN
T
WEST
MINIS
TE
R
HO
ND
UR
AS
TRIP
OLI
8T
H
TARRANT
LOVELL
CRESCENT
LIBBY
OLA
JUNIPER
BIRCHWOOD
HAZELWOOD
DOGWOOD
EGYPTIANWD
EG
EW
OO
D
HIGH SCHOOL
NW
14T
H
NW
9T
H
0.6
180
30
INTERSTATE
20
INTERSTATE
20
INTERSTATE
20
INTERSTATE
20
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
303
180 180
12
12
12 12
12
12
12
408
1382
1382
1382
635
INTERSTATE
635
INTERSTATE
635
INTERSTATE
635
INTERSTATE
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
45
INTERSTATE
45
INTERSTATE
45
352
175
80
352
175
67
67
342
161
75
TA
RR
AN
T
CO.
BRANCH
SAND
SPRINGS
BALCH
Park
Waggoner
Park
Street
Hill
Park
Turner
DALLAS COUNTY
PARK
HIGHLAND
MESQUITE
SUNNYVALE
UNIVERSITY PARK
HUTCHINSSEAGOVILLE
WILMER
GLENN HEIGHTS
DUNCANVILLE
Pop 16,881
COPPELL
GRAND PRAIRIEPop 99,616
GRAND PRAIRIEPop 99,616
Pop 155,037IRVING
DALLAS
Pop 82,169
Pop 24,250
Pop 8,783
Pop 180,650
Pop 74,840
Pop 5,346
ROWLETTPop 23,260
Pop 101,484
Pop 2,228
Pop 22,259
Pop 8,739
Pop 1,006,877
Pop 35,748
COCKRELLHILL
Pop 3,746
Pop 2,719
Pop 17,406
Pop 8,969
LANCASTERPop 22,117
Pop 2,479
Pop 4,564
CEDAR HILLPop 19,976
CARROLLTON
FARMERS BRANCH
ADDISON
GARLAND
SACHSE
RICHARDSON
ELLIS CO.
KA
UF
MA
N
CO.
TA
RR
AN
T
CO.
RO
CK
WA
LL
CO.
COLLIN CO.DENTON CO.
BIRCH
OAK
TARRANT
BELT
LIN
E
NE 6T
H
NE
8T
H
NE
5T
H
TARRANT
CA
NT
ER
BU
RY
CREEK
RIV
ER
TRINIT
Y
HAMPSHIRE
YORKSHIR
E
SHARPSHIR
E
NORTHTOW
N
CANADIAN
BRITISH
AUSTRIAN
DANISH
FINLAND
GREENLAND
SAFARITURNPIKE
SU
RR
EY
ES
QUIR
E
EGYPTIAN
CA
MELO
T
TURNER
CO
OK
7T
H
BLACKBURN
AROCHE
SWEDEN
JORDANTARRANT
PARIS
JUNEAU
DE
NM
AR
K HA
LIF
AX
CAPETOWN
ROMAN
BURLESON
CA
RRIE
R
PK
WY
RO
BE
RTS
ON
HUDDLESTON
Park
ST
ADIU
M
PK
WY
KENSINGTON
CHESTER
DALWORTH
FT WORTH
DALLAS
BONHAM
COLLEGE
HILL
NW
14T
H
NW
13T
H
NW
12T
H
NW
11T
H
NW
10T
H
NW
9T
H
AVE
NW
8T
H
NW
6T
H
CHURCH
NW
4T
H
MOORE
NORTH
NW
3R
D
NE 2
ND
DALLAS
MOTLEY
CIM
AR
R HO
CT
AW
SW
6T
H
3R
D
SW
4T
H
DAVIS
COLLEGE
DALLAS - FORT WORTH
WILDLIFE
W
CR
EST
VA
LLE
Y
CA
RRIE
R
PL
LO
WE
R
TA
RR
AN
T
WEST
MINIS
TE
R
HO
ND
UR
AS
TRIP
OLI
8T
H
TARRANT
LOVELL
CRESCENT
LIBBY
OLA
JUNIPER
BIRCHWOOD
HAZELWOOD
DOGWOOD
EGYPTIANWD
EG
EW
OO
D
HIGH SCHOOL
NW
14T
H
NW
9T
H
0.6
180
30
INTERSTATE
20
INTERSTATE
20
INTERSTATE
20
INTERSTATE
20
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
INTERSTATE
30
303
180 180
12
12
12 12
12
12
12
408
1382
1382
1382
635
INTERSTATE
635
INTERSTATE
635
INTERSTATE
635
INTERSTATE
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
35E
INTERSTATE
45
INTERSTATE
45
INTERSTATE
45
352
175
80
352
175
67
67
342
161
75
TA
RR
AN
T
CO.
BRANCH
SAND
SPRINGS
BALCH
Park
Waggoner
Park
Street
Hill
Park
Turner
DALLAS COUNTY
PARK
HIGHLAND
LAKE
VILBIG
LAKE
VILBIG
CSJ: 1068-04-119, 148, 149
CENTERLINE MAINLANE STA. 909+55.57
IH 30 FRONTAGE ROAD DESIGN SCHEMATIC
BEGIN PROJECT
CSJ: 1068-04-119, 148, 149
CENTERLINE MAINLANE STA. 1012+55.41
IH 30 FRONTAGE ROAD DESIGN SCHEMATIC
END PROJECT
CSJ: 1068-04-119, 148, 149
CENTERLINE MAINLANE STA. 1012+55.41
IH 30 FRONTAGE ROAD DESIGN SCHEMATIC
END PROJECT
CSJ: 1068-04-119, 148, 149
CENTERLINE MAINLANE STA. 909+55.57
IH 30 FRONTAGE ROAD DESIGN SCHEMATIC
BEGIN PROJECT
21+00 22+00 23+00 24+00 25+00
440
450
460
470
480
440
450
460
470
480
16+00 17+00 18+00 19+00 20+00
440
450
460
470
480
@ PGL RAMP
NATURAL GROUND
@ PGL RAMP
NATURAL GROUND
452.4
452.6
452.5
452.6
453.6
449.2
448.9
449.8
451.2
453.3
480
470
460
450
440
PG
L=458.93
PG
L=458.34
PG
L=453.58
PG
L=452.86
PG
L=452.86
450
460
470
1+00 2+00 3+00 4+00
480
EL
=446.75
296.47'
LT
WB
FR
ST
A 168
+70.04
PA
LA
CE
ST
A 1
+00.00
EL
=455.14
26.00'
LT
WB
FR
ST
A 167
+80.59
PA
LA
CE
ST
A 3
+86.62
450
460
470
480
PG
L=448.73
PG
L=452.07
446.8
448.5
445.9
450.1
NATURAL GROUND
PVI STA 1+75.00
ELEV = 447.65
(+)1.200%(+
)3.5
39%
150.00' VC
K = 64
ex = 0.44'
PVI STA 23+67.38
ELEV = 458.34
(-)0.857%(-)0.216%
200.00' VC
K = 312
ex = 0.17'PVI STA 18+52.98
ELEV = 452.44
(-)0.750%(+)0.81
0%
150.00' VC
K = 96
ex = 0.29'
AN
D
EL
EV
ATI
ON
S
MA
TC
H
MAI
NL
AN
E
SL
OP
ES
BE
GI
N
R1
WB
FR
EL
=459.46
110.07'
RT
IH 30
ST
A 969
+32.
+96
R1
WB
FR
ST
A 22
+36.80
=
SL
OP
ES
AN
D
EL
EV
ATI
ON
S
MA
TC
H
FR
ON
TA
GE
RO
AD
EN
D
R1
WB
FR
EL
= 458.06
16.30'
RT
WB
FR
ST
A 162
+61.38,
R1
WB
FR
ST
A 24
+96.01
=
SL
OP
ES
AN
D
EL
EV
ATI
ON
S
MA
TC
H
FR
ON
TA
GE
RO
AD
BE
GI
N
R2
WB
FR
EL
= 453.67
25.87'
RT
WB
FR
ST
A 185
+82.51,
R2
WB
FR
ST
A 16
+88.43
=
AN
D
EL
EV
ATI
ON
S
MA
TC
H
MAI
NL
AN
E
SL
OP
ES
EN
D
R2
WB
FR
EL
= 453.09
111.14'
LT
IH 30
ST
A 997
+46.38,
R2
WB
FR
ST
A 19
+33.31
=
450
460
470
480
450
460
470
480
450
460
470
440
450
460
470
440
@ PGL RAMP
NATURAL GROUND
@ PGL RAMP
NATURAL GROUND
474.1
473.3
464.3
451.6
448.7
450.8
456.4
454.9
453.6
454.7
457.8
PVI STA 17+75.00
ELEV = 460.08
(-)0.857%
125.00' VC
K = 112
ex = 0.17'
PVI STA 19+00.00
ELEV = 460.40
(+)0.254%(-)0.500%
125.00' VC
K = 166
ex = -0.12'
PG
L=460.21
PG
L=460.28
PVI STA 17+41.93
ELEV = 452.30
(-)1.500% (+)0.010%
350.00' VC
K = 232
ex = 0.66'
PG
L=453.31
PG
L=452.60
PG
L=452.32
PG
L=454.45
440440
480 480
SL
OP
ES
AN
D
EL
EV
ATI
ON
S
MA
TC
H
MAI
NL
AN
E
BE
GI
N
R1
EB
FR
EL
=460.63
94.97'
RT
IH 30
ST
A 967
+96.32
R1
EB
FR
ST
A 17
+10.77
SL
OP
ES
AN
D
EL
EV
ATI
ON
S
MA
TC
H
FR
ON
TA
GE
RO
AD
EN
D
R1
EB
FR
EL
=460.08
18.25'
LT
EB
FR
ST
A 161
+20.15
R1
EB
FR
ST
A 19
+63.51
SL
OP
ES
AN
D
EL
EV
ATI
ON
S
MA
TC
H
FR
ON
TA
GE
RO
AD
BE
GI
N
R2
EB
FR
EL
=455.00
25.78'
RT
EB
FR
ST
A 182
+40.33,
R2
EB
FR
ST
A 15
+62.03
=
SL
OP
ES
AN
D
EL
VA
TI
ON
S
MA
TC
H
MAI
NL
AI
NE
EN
D
R2
EB
FR
EL
=452.32
109'
LT
IH 30
ST
A 995
+44.35,
R2
EB
FR
ST
A 19
+26.68
=
R1WBFR R2WBFR
R1EBFR R2EBFR
WESTBOUND FRONTAGE ROAD RAMPS
EASTBOUND FRONTAGE ROAD RAMPS CCFAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REGISTRATION NO.: 312
2014 BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED.
TEXAS DEPARTMENT OF TRANSPORTATION
0
SCALE IN FEET
200 400 600300100
DESIGN SCHEMATIC
IH 30 FRONTAGE ROADS
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
DALLAS DISTRICT
TO: BELT LINE ROAD
FROM: SH 161
DALLAS COUNTY
1068-04-149
1068-04-148
PROJECT LENGTH: 1.951 MILES
FUNCTIONAL CLASSIFICATION: INTERSTATE
DESIGN SPEED: 40 MPH FRONTAGE ROADS
CONTROL: 1068-04-119
60 MPH MAIN LANES
40 MPH CROSS STREETS
50 MPH RAMPS
CCFAX (817) 232-9784
TEL (817) 847-1422
FORT WORTH, TEXAS 76137-2797
4000 FOSSIL CREEK BLVD
REGISTRATION NO.: 312
2014 BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED.
TEXAS DEPARTMENT OF TRANSPORTATION
0
SCALE IN FEET
200 400 600300100
DESIGN SCHEMATIC
IH 30 FRONTAGE ROADS
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
DALLAS DISTRICT
TO: BELT LINE ROAD
FROM: SH 161
DALLAS COUNTY
1068-04-149
1068-04-148
PROJECT LENGTH: 1.951 MILES
FUNCTIONAL CLASSIFICATION: INTERSTATE
DESIGN SPEED: 40 MPH FRONTAGE ROADS
CONTROL: 1068-04-119
60 MPH MAIN LANES
40 MPH CROSS STREETS
50 MPH RAMPS
PALACE
16+00 17+00 18+00 19+00 20+0015+0016+00 17+00 18+00 19+00 20+00
NB
FR
SH 161
SB
FR
SH 161
NW 7
TH
ST.
CA
RRI
ER
PK
WY.
SH 161
IH-30 IH-30IH-30
BE
LT
LI
NE
RD.
53300
LEGEND
DIAGRAM
TRAFFIC
20664
14809
3214
2296
7004
5051
10217
7347
17450
12054
3559
2526
3329
2411
17679
12628
11021
7921
2640
19528380
5970
20320
14580
42591
30537
40869
20389
14580
10447
8495
6084
2181
1492
12398
89543214
2296
13087
9414
2526
1837
8036
57403329
2411
11824
16416
7347
5166
3329
2411
78179
56022
78982
56711
8036
57402985
2181
5970
8380
62451
87018
81508
58433
11939
16531
1010
2
7232
1263
1837
5510
3903
3903
2985
4018
2985
3903
5510
3903
2870
12054
8610
4477
3100
1608
2066 1722
1263
3788
26401952
1378
5740
4018
9414
13202
7692
10906
804
1033
4707
6544
90003
64632
7003
9758
4822
6773
4018
5741
2411
3329
1952
1378
71635
99761
98039
70372
918
1263
1607
1148
5281
3789
5855
4248
2985
2181
8151
5856
2640
3789
2985
4133 3789
2640
4133
2985
1837
2640
2755
2066
2526
3559
1837
2526
6773
4822
90003
64632
7693
4477
3214
9184
12858
85182
9758
7003
4592
3329 7003
9758
4592
3329
90003
64632
85182
61188
4477
3214
9184
12858 12169
8610
689
574
5855
41336314
4477
10217
7462
13661
19057 6084
4362
10447
7577
16876
1216
9
8036
5625
1263
918
18483
13202
9069
64296199
4477
574
689
22042
15842
2870
1952
7232
5281
5166
3674
3559
4936
10906
7806
16072
11480
918
126318024
12972
67962
94595
64403
89659
10000 - 2015 ADT
10000 - 2035 ADT
10677
TRAFFIC DATA FROM TP&P MEMO DATED JANUARY 27, 2006, PROJECTED TO 2015 AND 2035 AS DIRECTED BY DALLAS DISTRICT. NOVEMBER 30, 2012
NB
FR
SH 161
SB
FR
SH 161
NW 7
TH
ST.
CA
RRI
ER
PK
WY.
SH 161
IH-30 IH-30IH-30
BE
LT
LI
NE
RD.
LOS
B
LOS
B
LOS
C
LOS
B
LOS
C
DIAGRAM
LOS
LOS D
LOS D
LOS E
LOS F
LOS B
LOS C
LOS A
LOS B
LOS C
LOS E
LOS C
LOS E
LOS D
LOS F
LOS D
LOS F
LOS C
LOS D
LOS C
LOS E
LOS D
LOS F
LOS C
LOS DLOS C
LOS D
LOS B
LOS D
LOS A - 2035 LOS
LOS A - 2015 LOS
LEGEND
LEVEL OF SERVICE (LOS) ANALYSIS BASED ON IH 30 INTERSTATE ACCESS JUSTIFICATION STUDY PREPARED BY ITS, INC. OCTOBER 29,2009. THE TRAFFIC DATA WAS PROJECTED TO 2015 & 2035 AS DIRECTED AND LOS RE-COMPUTED AS DIRECTED BY DALLAS DISTRICT, NOVEMBER 30,2013.
LOS D
LOS C
LOS E
LOS C
LOS E
LOS C
LOS D
LOS C
LOS F
LOS D
LOS D
LOS C
LOS E
LOS C
LOS E
LOS C
LOS E
LOS D
LOS D
LOS C
LOS C
LOS D
LOS D
LOS C
LOS D
LOS C
LOS F
LOS C
S 89° 55' 14" E
S 88° 37' 17" E
S 89° 36' 35" E
N 87° 48' 19" E
N 88° 51' 39" E
N 89° 46' 08" E
S 89° 15' 58" E
S 87° 36' 55" E
S 87° 16' 49" E
S 87° 40' 08" E
N 87° 47' 05" E
N 87° 40' 58" E
N 87° 46' 50" E
N 89° 28' 27" E
CHORD BEARINGLENGTHTANGENTRADIUSDELTAPI STATIONCURVECHAIN
WBFR WBFR-1
WBFR-2
WBFR-3
WBFR-4
WBFR-5
WBFR-6
WBFR-7
WBFR-8
WBFR-9
WBFR-10
WBFR-11
EBFR EBFR-1
EBFR-2
EBFR-3
EBFR-4
EBFR-5
EBFR-6
EBFR-7
EBFR-8
EBFR-9
EBFR-10
EBFR-11
R1WBFR-1R1WBFR
R2WBFR
R1EBFR
R2EBFR
TARCONN
PALACE
TARCONN-1
PALACE-1
R2EBFR-2
R2EBFR-1
R1EBFR-3
R1EBFR-2
R1EBFR-1
R2WBFR-2
R1WBFR-2
R2WBFR-1
20+20.60
2+58.56
2+51.19
12+46.86
22+95.70
16+48.72
11+75.85
29+65.13
11+43.08
27+34.12
19+51.70
211+88.12
165+92.61
164+00.89
162+04.79
158+05.23
153+32.63
140+32.61
135+20.68
129+12.88
123+91.67
119+61.37
195+77.35
169+86.75
158+86.47
154+97.90
163+14.76
201+13.94
146+11.90
131+66.35
127+15.73
109+42.29
138+97.10
1° 23' 11.81"
1° 12' 41"
3° 11' 16"
1° 58' 55"
4° 05' 35"
2° 16' 37"
1° 41' 15"
0° 49' 54"
2° 28' 13"
1° 48' 01"
3° 12' 10.84"
3° 11' 40.60"
3° 23' 23"
1° 04' 45"
3° 20' 27"
2° 19' 08"
1° 01' 22"
1° 02' 55"
4° 14' 06"
5° 19' 32"
1° 34' 09"
2° 00' 00"
2° 43' 07"
4° 06' 43"
1° 21' 39"
10° 28' 49"
3° 20' 27"
1° 02' 55"
1° 05' 26"
4° 41' 19"
23° 07' 33"
30° 53' 27"
3° 42' 04"
350'
775'
6030'
6030'
6030'
6030'
6030'
6030'
6030'
2860'
6030'
11620'
6030'
2350'
2350'
6030'
6030'
11500'
6030'
6030'
4010'
4010'
11500'
11500'
5730'
6030'
6030'
6030'
6030'
5730'
11500'
6030'
6030'
72.97'
167.79'
121.57'
104.30'
215.48'
119.83'
88.80'
41.58'
123.53'
180.03'
102.29'
112.11
111.82'
178.42'
122.05'
108.29'
175.85'
86.89'
55.18'
96.70'
158.56'
194.82'
57.39'
175.85'
105.25'
102.67'
71.61'
82.58'
109.30'
1065.72'
143.08'
55.18'
246.86'
188.70
312.81
389.51
493.45
114.78'
110.36
351.61
210.48
286.10
205.25'
143.21'
2125.50
165.15
218.43
173.70
110.36
351.60
216.58
356.74
223.55
204.57
360.04
247.02
177.59
239.63
208.58
335.50
243.12
145.93
430.77
83.17
244.06
224.17
N 88° 50' 48" E
N 87° 08' 52" E
S 88° 56' 36" E
S 87° 47' 50" E
N 89° 33' 39" E
S 89° 53' 38" E
S 86° 26' 47" E
N 89° 05' 53" E
N 87° 43' 05" E
S 85° 01' 15" E
S 84° 39' 42" E
S 88° 56' 36" E
S 87° 47' 50" E
S 88° 29' 59" E
S 18° 33' 00" W
N 17° 08' 15" E
S 88° 00' 22" E
S 87° 46' 34" E
N 89° 05' 37" E
186.42
1+00.00 4+12.81
3+43.19
22+15.29
14+93.45
23+53.09
17+03.90
30+70.37
12+86.10
28+36.70
20+23.30
222+47.90
166+75.18
162+91.60
158+60.41
155+08.39
165+10.03
13+51.61
136+42.69
141+40.90
125+03.43
202+16.22
197+57.36
130+91.19
120+73.42
171+10.24
163+56.35
159+75.26
156+17.70
148+27.20
140+01.38
133+34.06
128+37.29
110+15.22
PT STATIONPC STATION
108+69.32
125+94.16
129+98.56
137+92.79
143+96.43
153+78.07
157+97.67
162+73.18
168+63.22
193+97.32
200+11.66
118+49.25
122+79.85
127+34.45
133+98.63
139+24.32
151+56.78
157+50.05
161+17.90
162+91.60
165+10.03
201+22.39
18+80.08
10+00.00
26+31.45
15+93.54
18+25.78
1+54.48
10+00.00
22+38.31
10+00.00
28+59.88
310.69
389.44
493.31
114.78'
110.36
351.56
210.47
286.08
205.21
143.21
2122.54
165.15
218.35
173.66
110.36
351.56
216.58
244.04
356.69
223.55
224.14
204.56
360.02
247.00
83.17
177.59
239.62
430.68
335.46
243.12
145.93
CHORD LENGTH
208.57
N.T.S.
BERM
6'-0"
BERM
6'-0"
SHLDR
2'-0"
SHLDR
6'-0"
P.G.L.
BL &
MAX.
4:1
FRONTAGE ROAD
BASELINE/P.G.L. WESTBOUND
FRONTAGE ROAD
BASELINE/P.G.L. EASTBOUND
93' - 122.2'
VARIES0.8' - 153.5'
VARIES
9.5' - 23.7'
VARIES
116.6' - 178.2'
VARIES
114.2' - 165.2'
VARIES
USUAL6:1
SHLDR
2'-0"
SHLDR
6'-0"
P.G.L.
BL &
MAX.4:
1
93' - 122.2'
VARIES
USUAL
6:1
N.T.S.
40'-0"
14'-0" 2'-0"2'-0"
4:1 MAX
2'-0"
TYP.
FILL
4:1
MAX
2.0%
FILL
ROW
4:1 MAXCUT 11'-0"11'-0"
N.T.S.
40'-0"
14'-0"2'-0" 2'-0"
2'-0"
TYP.
FILL
4:1 MAX
2.0%
FILL
ROW
2.00% (USUAL)
4:1
MAX
CUT11'-0"11'-0"
N.T.S.
2.00% USUAL
14'-0" 10'-0"
6:1 USUAL
2'-0"
CL IH 30
CL IH 30
6:1 USUAL2.00% USUAL
14'-0"10'-0"
6:1 USUAL
CL IH 30
6:1 USUAL
FRONTAGE
EASTBOUND
FRONTAGE
WESTBOUND
FRONTAGE
EASTBOUNDFRONTAGE
WESTBOUND
REMOVED
TO BE
EX. RAMP
R.O.W
EX.
R.O.W
EX.
R.O.W
EX.R.O.W
EX.
FRONTAGE
EASTBOUND
FRONTAGE
EASTBOUND
FRONTAGE
WESTBOUND
R.O.W
PROPOSED
EA
SE
ME
NT
AL
LE
Y
ROW
EX.
ROW
EX.
R.O.W
EX.
ROW
EX.
MAINLANES WESTBOUND
MAINLANES EASTBOUND
MAINLANES WESTBOUND
MAINLANES EASTBOUND
MAINLANES WESTBOUND
MAINLANES WESTBOUND
MAINLANES EASTBOUND
10'
10'
FRONTAGE
WESTBOUND
11'59' 11' 10'3'15'
FRONTAGE
EASTBOUND
R.O.W
EX.
R.O.W
EX.
N.T.S.
2.00%
2.00%
14' 11'
11' 14'
CL
4:1
FUTURE MANAGED LANES
11'
CL
N.T.S.
14'
2.00%
24'-1'
EX. GROUND
FUTURE MANAGED LANES
11' 11'
11' 14'
N.T.S.
11'
14'
2.00%
2.00% EX. GROUND
EX. GROUND
2.00%2.00%
EX. GROUND
11'
N.T.S.
14'
2.00%
4:1
EX. GROUND
11'
L
14'
2.00%
10' ALLEY
12'-25'
22'
4:1
X
4:1
6:1 4:
1
FUTURE MANAGED LANES
FUTURE MANAGED LANES
TARRANT ROAD
EXISTING WEST
CONNECTOR
SH 161 DIRECT
MAINLANES EASTBOUND
CL
3'
DIRECT CONNECTOR
SH 161 NORTH
DIRECT CONNECTOR
SH 161 SOUTH
3'3'
3'
CURB TYPE II
6" BARRIER
CURB TYPE II
6" BARRIER
29' F-F
26'
26'26'
40' F-F 40' F-F
40' F-F
14' 11' 11' 11' 11' 14'
40' F-F
29' F-F
26'3'
26'
29' F-F 29'F-F
29'
15.5'
4:1
4:1
BERM
6'-0"
FRONTAGE ROAD
BASELINE/P.G.L. WESTBOUND
114.2' - 165.2'
VARIES
N.T.S.
29'-0"
14'-0"2'-0" 2'-0"
2'-0"
TYP.
FILL
4:1 MAX
2.0%
FILL
ROW
2.00% (USUAL)
4:1
MAX
CUT11'-0"
CL IH 30
CURB TYPE II
6" BARRIER
9' - 36.5'
VARIES
BERM
6'-0"
FRONTAGE ROAD
BASELINE/P.G.L. EASTBOUND
114.2' - 165.2'
VARIES
N.T.S.
29'-0"
14'-0" 2'-0"2'-0"
2'-0"
TYP.
FILL4:1
MAX
2.0%
FILL
ROW
2.00% (USUAL)
4:1 MAX
CUT 11'-0"
CL IH 30
CURB TYPE II
6" BARRIER
9' - 36.5'
VARIES
CL IH 30
R2WBFR STA 16+88.43 - 19+33.31
R1WBFR STA 22+37.32 - 24+91.65
ONE LANE RAMP - WESTBOUND
R2EBFR STA 15+62.03 - 19+26.68
R1EBFR STA 17+10.77 - 19+63.51
ONE LANE RAMP - EASTBOUND
FRONTAGE
EASTBOUND
R.O.W
EX.
ROW
EX.
MAINLANES WESTBOUND
MAINLANES EASTBOUND
11'
CL
N.T.S.
14'
2.00%
16'-0'
10' ALLEY
EX. GROUND
FUTURE MANAGED LANES
3'3'
29' F-F
26'
R.O.W
EX.
MAINLANES WESTBOUND
N.T.S.
EX. GROUND
EX. GROUND
4:1
FUTURE MANAGED LANES
0'-53'
MAINLANES EASTBOUND
4:1
16'-2'
15'25'-29'
22.5'-10'
10'-23.5'
51'-60'
39.5'-47'29'-60'
30.5'-35.5'12'-17.5' 52'-64.5' 20.5'
22-34.5'
0'-18'36'17'-43'20'-43'
16'-10'
EA
SE
ME
NT
AL
LE
Y
ALLEY
10'
14.5'-26' 26' 8'
TRANSITION
RAMP
0'-30'16'-18' 22' 29' F-F
11' 14'
2.00%
26'
21'-28'
R.O.W
EX.
(-)22'-79'
5'-25'
15'-28'
14' 11'
26'
29' F-F
FRONTAGE
WESTBOUND
2.00%
CL
4.5'
14' 11'
26'
29' F-F
2.00%
FRONTAGE
WESTBOUND
14' 11'
26'
29' F-F
2.00%
FRONTAGE
EASTBOUND
FRONTAGE
WESTBOUND
MAINLANES WESTBOUND
MAINLANES EASTBOUND
CL
ST
A. 977
+50.10-986
+00.00
PR
OP
OS
ED
R.
O.
W.
0'-88' 0'-74'95'-109'
4'-10'22'0'-42'18'
RAMP
ENTRANCE
EBFR
0'-35'0'-22'0'-67'
0'-22' 0'-73'0'-42'
XREMOVED
TO BE
EX.RAMP
0'-65' 0'-22' 0'-65'
0'-22' 0'-65'0'-65' 2'-51'
LC
N.T.S.
2'-0"
ROWROW CL
4:1
MAX
4:1 MAX
CUT
FILL
CUT
FILL
4:1 MAX
4:1
MAX
2'-0"
TYP. TYP.
37'-120' 23'-234'
CURB TYPE II
6" BARRIER TO MATCH EXISTING
PARABOLIC 6" CROWN
SDWK
6'-0"
SDWK
6'-0"
STA 945+75 - 958+00
SECTION D-D
I.H. 30 SECTION DIAGRAM
STA 936+50 - 945+75
SECTION C-C
I.H. 30 SECTION DIAGRAM
STA 924+00 - 936+50
SECTION B-B
I.H. 30 SECTION DIAGRAM
STA 977+50 - 986+00
SECTION F-F
I.H. 30 SECTION DIAGRAM
STA 958+00 - 977+50
SECTION E-E
I.H. 30 SECTION DIAGRAM
2.00% (USUAL)
SIDEWALK
6'-0"
4:1 MAX CUT
SIDEWALK
6'-0"
4:1
MAX
4:1 MAX
SIDEWALK
6'-0"
4:1 MAX
4:1
MAX
1000+00 - 1010+50
RETAINING WALL
PROPOSED
10' ALLEY
DIRECT CONNECTOR
SH 161 TO I-30
FUTURE MANAGED LANES
974
+50 - 977
+50.00
ST
A. 966
+50 - 969
+00
PR
OP
OS
ED
R.
O.
W
22'
DIRECT CONNECTOR
SH 161 TO I-30
RAMP
EXIT
WBFR
EX.
942+50 - 945+50
STA. 936+00 - 940+50
PROPOSED RETAINING WALLSTA. 936+00 - 958+00
TO REMAIN
EX. NOISE BARRIER
STA. 936+00 - 944+00
RETAINING WALL
PROPOSED
STA. 944+50 - 958+00
RETAINING WALL
PROPOSED
STA. 936+00 - 950+00
TO REMAIN
EX. SOUND BARRIER
STA. 945+50 - 958+00
RETAINING WALL
PROPOSED
STA. 923+50 - 935+50
RETAINING WALL
PROPOSED
STA. 914+00 - 922+50
TO BE REMOVED
EX. SOUND BARRIER STA. 914+00 - 935+50
SOUND BARRIER
PROPOSED
STA. 913+50 - 924+50
RETAINING WALL
PROPOSED
STA. 978+00 - 984+00
RETAINING WALL
PROPOSED
SIDEWALK
6'-0"
4:1
MAX
CUT
4:1 MAX
STA. 911+00 - 919+50
TO BE REMOVED
EX. RETAINING WALL
941
+00
ST
A. 936
+50.00-
AL
LE
Y
EA
SE
ME
NT
974
+50
ST
A. 970
+00
PR
OP
OS
ED
R.
O.
W.
977+00
STA. 958+00.00 -
R1WBFR
974+50
STA. 958+00 -
R1EBFR
986+00
978+50 -
PROPOSED R.O.W.
1007+00
986+00 -
R2EBFR STA.
1003+50 - 1010+00
988+50 - 996+50
RETAINING WALL
PROPOSED
B/PGL
LB/PGL
LB/PGL LB/PGL
LB/PGL LB/PGL
LB/PGL LB/PGL
LB/PGL L
LB/PGLLB/PGL
LB/PGL LB/PGL
170'
170'
170'
170' - 179'
179'-188'
150'-166'
146'
20'-34'
STA. 960+00 - 966+50
PROPOSED RETAINING WALL
STA. 958+00 - 968+00
PROPOSED RETAINING WALL
ST
A. 995
+50 - 1008
+00
PR
OP
OS
ED
R.
O.
W
1009+00
989+00 -
R2WBFR STA.
15.5'
8'
6' SDWK
6' SDWK
6' SDWK
6' SDWK6' SDWK
6' SDWK
6' SDWK 6' SDWK
6' SDWK
6' SDWK
6' SDWK
6' SDWK
6' SDWK
8'
24'-0" 24'-0"
19'-0"19'-0" 1'-0"1'-0"
1.5%1.5%
1.5%
1.5%
28'
36'
EX. GROUND
STA. 916+00 - 935+50
SOUND SOUND BARRIER
PROPOSED
STA. 916+00 - 935+50
SOUND BARRIER
PROPOSED
STA. 936+50 -958+00
PROPOSED SOUND BARRIER
971+50 - 974+50
STA. 964+50 - 970+00
PROPOSED SOUND BARRIER
STA 909+50. - 924+00
SECTION A-A
I.H. 30 SECTION DIAGRAM
STA 986+00 - 1012+50
SECTION G-G
I.H. 30 SECTION DIAGRAM
PALACE STA 1+00.00 - 4+12.81
PALACE PARKWAY
TYPICAL SECTION
WBFR STA 167+75 - 203+25
WESTBOUND FRONTAGE ROAD THREE LANES
TYPICAL SECTION
WBFR STA 100+00 - 167+75
WESTBOUND FRONTAGE ROAD TWO LANES
TYPICAL SECTION
EBFR STA 100+02 - 165+00
EASTBOUND FRONTAGE ROAD TWO LANES
TYPICAL SECTION
10'-37'
10'-20'
12.5'-33'
21' 10'-59'8'
8'10'-42.5
958+00
STA. 936+50 -
SOUND BARRIER
PROPOSED
STA. 943+00 - 950+00
RETAINING WALL
PROPOSED
22'-33' 8'
N.T.S.
EBFR STA 165+00 - 203+04
EASTBOUND FRONTAGE ROAD THREE LANES
TYPICAL SECTION
8'-67'
9'-24'
8'
8'
- 941+00
STA. 938+00
RETAINING WALL
PROPOSED
STA. 936+00 - 941+00
SOUND WALL
PROPOSED
8'
B
998+00 - 1008+00
AS NECESSARY
TO BE REMOVED
EX.RETAINING WALL
998+50 - 1008+50
AS NECESSARY
TO BE REMOVED
EX.RETAINING WALL
STA. 961+00-970+00
PROPOSED SPLIT CTB
STA. 921+50-925+50
RETAINING WALL
PROPOSEDSTA. 914+00-935+50
SOUND BARRIER
PROPOSED
STA. 918+50-927+00
RETAINING WALL
EXISTING
28'
1002+50 - 1005+50
RETAINING WALL
PROPOSED
STA. 909+50-918+00
RETAINING WALL
EXISTING
8'
1000+50 - 1005+50
LINED CHANNEL
PROPOSED CONCRETE
24'-25'
8'-26' 11'-20'
CL IH 30
N.T.S.
1'
TO BE REMOVED
EXISTING CTB
86'
COLUMN
NEW BRIDGE
N.T.S.
14'-0"11'-0"
37'-6"
2'-0" 1'-0"SDWK
6'-0"
2'-0"
BRIDGE
EXISTING MAINLANE
BRIDGE
NEW MAINLANE
ML STA. 957+87.40 TO STA. 960+10.50
WIDENING
MAINLANE BRIDGE
TX54 BEAM
TX46 BEAM
EBFR STA 148+60.00 - 150+83.09
EASTBOUND FRONTAGE ROAD BRIDGE
8'
39'51' 11'10' 11'3'11' 10'
15' 39'11' 11'3'10' 51' 16'-0'10'
59' 15' 11' 10'11'3'10' 60'-69'
59' 51' 10'10' 15' 11' 11'3'
59' 51' 10'10' 15' 11' 11'3'
59' 51'15' 11' 11'3'10' 10'
8'-0"
FEBRUARY 2014
ROLL 3 OF 3
SCALE: VERT. 1"=10'
SCALE: HORIZ. 1"=100'
DOCUMENT
BIDDING
NOT A
FEBRUARY 2014
100068
DAVID A. BURKETT
DATE:
P.E. NUMBER:
ENGINEER:
DIRECT SUPERVISION OF:
PREPARED BY OR UNDER
FOR INTERIM REVIEW ONLY.
DOCUMENT
BIDDING
NOT A
FEBRUARY 2014
100068
DAVID A. BURKETT
DATE:
P.E. NUMBER:
ENGINEER:
DIRECT SUPERVISION OF:
PREPARED BY OR UNDER
FOR INTERIM REVIEW ONLY.
FEBRUARY 2014
ROLL 3 OF 3
SCALE: VERT. 1"=10'
SCALE: HORIZ. 1"=100'
10'
STA. 928+00 - 934+00
PROPOSED WALL
WALL TO REMAIN/
EX. RETAINING
42.0'-56.5'
STA. 929+50-934+00
PROPOSED WALL
WALL TO REMAIN\
EX. RETAINING
5'