r gro s rd 6 texas department 2 c 2013 t mi c 2013 1 of...
TRANSCRIPT
497.45
80-10
CULVERT
LPS
SIGN
CULVERT
CULVERT
INLET
CULVERT
TFP
S
LP
LP
LP
LP
PARKING AREAS
S
S
S
S
S
CULVERT
S
LP
LP
S
500.38
80-03
SIGN
SIGN
LP
S
LP
S
S
S
S
S
S
SIGN
LP
CULVERT
CULVERT
CULVERT
CULVERT
CULVERT
CULVERT
CULVERT
474.42
635 02
MH
MH MH MHMH
FH
LP
MH
TFP
S
MH
MH
MH
MHMH
LP
S
S
S
LPMH
SS S
TFP
SS LP
LP
LP
TFPSLP
S
TFP
LP
S
LP
FH
S
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREAPARKING AREA
PARKING AREA
PARKING AREA
S
INLET INLET
INLET
TFP
POOL
SIGN
PILE
S
MH
MH
INLET
TFP
LPLPLPLP
LP
TFP
LP
LP
LP
TFP
LP
LP
LP
TFP
MH
S
S
S
S
BILLBOARDSIGN
SIGN
S
S
FHMH
S
504.57
80 02
SIGN
TFP
PARKING AREA
PARKING AREA
PARKING AREA
GATE
GATE
PARKING AREA
PARKING AREA
GATE
CULVERT
S
CULVERT
CULVERT
CULVERT
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
CULVERT
CULVERTS
GATEGATE
FH
PARKING AREA
PARKING AREA
UNPAVED PARKING
UNPAVED PARKING
UNPAVED PARKING
PARKING AREA
PARKING AREA
LP
LP
LP
LP
TFP
LP
S
SS
S
S
S
S
S
LP
LP
LP
TFPS
SLP
FH
MH
S
TFP
TFP
MH
LP
LP
LP
LP
LP
FP
LP
LP
OVERHEAD SIGN
502.03
80-11
GATE
GATE
GATE
GATE
GATE
GATE
S
S
TFP
CULVERT
CULVERT
S
513.51
80 01
MH
S
S
SS S
S
S
S
MH
S
SS
S
S SS
TFPTFP
SMHS
LP
S
LPLP
TFP
S
S
S
MH
MH
MH
LP
LP
LP
LP
FH
FH
FH
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
LP
S
S
S
S
S
SIGN
BILLBOARD
FH
SIGN
S
MH
SIGN
S
TFP
S
INLET
INLET
INLET
SIGN
LP
MH
GATE
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
515.37
215
MHMH
S
S
SS S
TFP
TL
INLET
S
SIGN
SS
SIGN
LPLPLP
MH
INLET
INLET
INLET
TL SSS
STL
LP
LP
S
SIGN
S
LPSIGNSLP
INLET
PARKING AREA
LP
LP
LP
S
LPTL
PARKING AREA
SIGN
FH
INLET
SIGN
GATE
SIGN
SS
LP
LP
TFP
TFP
S
LP
LP
SIGN
PARKING AREA
PARKING AREA
LPLP
LPSSIGN
TL
FH
LP
LPLP
LP
S
SIGN
TFP
LP
LP
LP
FP
SIGN
FH
TL
S
S
MHINLET
OVERHEAD SIGN
SIGN
S
S
SIGNSS
S
S
INLETINLET
S
S
TFPTFP
LP
LP
PARKING AREA
LP
LP
LP
TFP
MH
MH
INLET
INLET
SIGN
MH
MH
S
EBML04 EBML06
47.48’
1065
+00
1070
+00
POT 1070+00.00
PI STATION = 334+64.90
DELTA
TANGENT = 113.40
LENGTH = 225.84
RADIUS = 1,000.00
PC STATION = 333+51.50
PT STATION = 335+77.34
PI STATION = 334+86.87
DELTA
TANGENT = 521.74
LENGTH = 1,042.76
RADIUS = 11,459.00
PC STATION = 329+65.13
PT STATION = 340+07.89
PI STATION = 358+96.43
DELTA
TANGENT = 85.87
LENGTH = 171.75
RADIUS = 11,459.00
PC STATION = 358+10.56
PT STATION = 359+82.30
PI STATION = 367+66.51
DELTA
TANGENT = 92.33
LENGTH = 184.65
RADIUS = 11,459.00
PC STATION = 366+74.18
PT STATION = 368+58.83
PO
T 329
+00.00
PC 329
+65.13
330+00
335+00340+00
PT 340
+07.89
345+00 350+00 355+00
PC 358
+10.56
PT 359
+82.30
360+00365+00 P
C 366
+74.18
PT 368
+58.83
PO
T 370
+00.00
PI STATION = 1133+63.91
DELTA
TANGENT = 381.04
LENGTH = 672.50
RADIUS = 572.95
PC STATION = 1129+82.87
PT STATION = 1136+55.37
PI STATION = 1141+02.06
DELTA
TANGENT = 293.55
LENGTH = 582.93
RADIUS = 2,000.00
PC STATION = 1138+08.51
PT STATION = 1143+91.44
PI STATION = 1152+51.21
DELTA
TANGENT = 109.06
LENGTH = 218.02
RADIUS = 3,000.00
PC STATION = 1151+42.15
PT STATION = 1153+60.17
PI STATION = 1156+81.51
DELTA
TANGENT = 33.88
LENGTH = 67.76
RADIUS = 3,000.00
PC STATION = 1156+47.63
PT STATION = 1157+15.39
POT 1129+00.00
PC 1129+82.87
1130+00
1135+00
PT 1136
+55.37
PC 1138
+08.51
1140+00
PT 1143
+91.44
1145+00
1150+00 PT 1153
+60.17
1155+00
PC 1156
+47.63
PT 1157
+15.39
1160+00
PO
T 1162
+81.67
2-30"
RC
P
PR
OP
OS
ED
OBSCURED
PI STATION = 340+86.18
DELTA
TANGENT = 165.40
LENGTH = 327.82
RADIUS = 1,000.00
PC STATION = 339+20.78
PT STATION = 342+48.61
PI STATION = 345+80.99
DELTA
TANGENT = 8.69
LENGTH = 17.39
RADIUS = 1,000.00
PC STATION = 345+72.30
PT STATION = 345+89.69
PI STATION = 356+54.35
DELTA
TANGENT = 21.38
LENGTH = 42.76
RADIUS = 1,000.00
PC STATION = 356+32.97
PT STATION = 356+75.73
PI STATION = 360+37.88
DELTA
TANGENT = 13.92
LENGTH = 27.84
RADIUS = 1,000.00
PC STATION = 360+23.96
PT STATION = 360+51.80
PI STATION = 365+05.49
DELTA
TANGENT = 21.14
LENGTH = 42.27
RADIUS = 1,000.00
PC STATION = 364+84.35
PT STATION = 365+26.63
PO
T 330
+00.00
330+00
PC 333
+51.50
335+0
0
PT 335
+77.34
PC 339
+20.78
340+0
0
PT 342
+48.61
345+00
PC 345
+72.30
PT 345
+89.69
350+00355+00
PC 356
+32.97
PT 356
+75.73
360+00
PC 360
+23.96
PT 360
+51.80
PC 364
+84.35
365+00
PO
T 368
+00.00
PI STATION = 1140+48.68
DELTA
TANGENT = 348.68
LENGTH = 690.42
RADIUS = 2,000.00
PC STATION = 1137+00.00
PT STATION = 1143+90.42
PI STATION = 1149+85.68
DELTA
TANGENT = 62.39
LENGTH = 124.75
RADIUS = 2,000.00
PC STATION = 1149+23.29
PT STATION = 1150+48.04
PI STATION = 1152+38.52
DELTA
TANGENT = 63.14
LENGTH = 126.24
RADIUS = 2,000.00
PC STATION = 1151+75.38
PT STATION = 1153+01.61
PC 1137
+00. 00
1140+00
PT 1143
+90.42
1145+00 PC 1149
+23.29
1150+00
PT 1150
+48.04
PC 1151
+75.38
PT 1153
+01.61
Existing 3-7x5 MBC
PC 1151
+42.15
PO
T 1154
+19.31
PT 365
+ 26.63
pyt’52
pyt ’5
2
’052
’57
PC 1064+76.171065
+00
PT 1068+83.50
POT 1069+30.98
80
Terrell Gallow ay
Ave
US80 STA 230+50
Proposed COSS
DC STA 1140+15
US80 STA 275+90
PROPOSED GROUND MOUNTED SIGN
PROPOSED GROUND MOUNTED SIGN
Gross Rd
Gus Thomasson Rd
Galloway Ave
EXIT 1 MILE
Gross Rd
Gus Thomasson Rd
Galloway Ave
NORTH
US 80US 80US 80
IH 635
11600
10200
7500
7500 9
500
18400
1800
5200
4600
3400
3400
5200
4600
RA
MP 80-4
39200
RAMP 80-8
RAMP 80-9
RAMP 80-9 A
7500
44300607006590053700
61000
9500
12900
13600
39600
59800
54400
18700
25700
27300
18700
2570027300
30700
46000
3600
4000
16400
IH 635
2000
3100
2800
10100
10500
7500
10100
10500
17000
GR
OS
S
RO
AD
4000 3800
11700
11200
10500
5500
8500
16200
2800
2400
1700
14200
1200
1800
1600
16000
9000
7900 7400
14400
107003300
2900
2200
17200
15200
3300
2900
22003500
2500
3300
2300
28002400
1700
1600
14001000
1800
16001200
17700
15700
1000
1600
1400
PROPOSED CONDITIONS
4400
68005900
52400
38200
57600
RA
MP 80-6
6800
5900
4400
18003600
4000
2820028200
3100
2800
2000
20700
23400
244003350039800
5000
42200
41200
56600
66000
4120056600
2640036200
42900
169002330016900
2330066000
8200
17100
19100
6700
12100
15300 12600
124009200
10300
2700
2000
20002700
AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG US 80 FROM
2015, 2035 AND 2045 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES
TRANSPORTATION PLANNING AND PROGRAMING DIVISION
32004300
5000
101008900
6500
111004700
7400
6400
17500
12700
19800
PROPOSED RAMP
PROPOSED NB FRONTAGE ROAD
1000-2045 ADT
1000-2035 ADT
1000-2015 ADT
LEGEND
2000
3000
27003900
6100
5300
3400
2900
2100
6100
32500
3250
0
2700
2300
1700
16700
14700
10800
8300
8800
7800
5700
16100
14200
10400
2000
3000
2700
13900
15800
11400
8200
12700
7500
64000
66000
90400
102600
2870032500
2870
0
28700
28700
32500
94000
106600
7500
99500
120400
106200
77400
87900
87900
77500
56500
77500
87900
87900
77500
56500 20
900
14700
12900
20900
20900
10200
11600
11600
10200
10200
11600
20900
1650018700
16500
18700
16500
18700
16500
18700
14700
12900
9500
12000
12000
12000
12000
8300
9400
1700
2700
2300
13600121008900
3400
2900
2100
12700
9300
10100
11600
13100
56500
68500
56500
77500
87700
83009400
6100
3000
3000
SOUTH TOWN EAST BLVD TO GALLOWAY AVENUE DALLAS COUNTY
PROPOSED CONDITIONS
AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG US 80 FROM
2015, 2035 AND 2045 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES
SOUTH TOWN EAST BLVD TO GALLOWAY AVENUE DALLAS COUNTY
GU
S
TH
OM
AS
SO
N
RD
NORTH
1000-2045 ADT
1000-2035 ADT
1000-2015 ADT
LEGEND
JUNE 7, 2013
JUNE 7, 2013 GA
LL
OW
AW
AY
AV
EG
AL
LO
WA
WA
Y
AV
E
TRANSPORTATION PLANNING AND PROGRAMING DIVISION
EX
IS
TI
NG
TY
PI
CA
L
SE
CT
IO
NS
PR
OP
OS
ED
TY
PI
CA
L
SE
CT
IO
NS
PR
OP
OS
ED
TY
PI
CA
L
SE
CT
IO
NS
EX
IS
TI
NG
TY
PI
CA
L
SE
CT
IO
NS
PROPOSED ROW
NOT TO SCALE
12’
EXISTING EB US80 FRONTAGE RD
13’-6"4’
Shoulder
6:1 USUAL
4:1 MAX
6:1 USUAL4:1 MAX
Existing
RO
W
NOT TO SCALE
2.1%
12’
EXISTING EB US80 FRONTAGE RD
4’
Shoulder
6:1 USUAL
4:1 MAX
6:1 USUAL4:1 MAX
Varies
Existing
RO
W
12’
Shoulder
4’
2.1%
NOT TO SCALE
2.1%
EXISTING EB US80 FRONTAGE RD
6:1 USUAL
4:1 MAX
Existing
RO
W
6:1 USUAL
4:1 MAX
18’-33’
14’-16’12’ 12’
1.5’
Curb/
Gut
1.5’
Curb/
Gut
1.5’
Curb/
Gut
330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00
460
470
480
490
500
510
520
530
540
497.05
STA = 339+00.00
EL = 509.06’
(+)1.2010
% (-)1.1200 %
L = 600.00’
K = 259
STA = 345+50.00
EL = 501.78’
(-)1.1200 % (+)0.9916 %
L = 400.00’
K = 189
STA = 355+00.00
EL = 511.20’
(+)0.9916 % (+)0.3000 %
L = 300.00’
K = 434
STA = 367+60.00
EL = 514.98’
(+)0.3000 % (+)2.9
270 %
L = 320.00’
K = 122
522.00
VP
C 336
+00.00
EL.
= 505.46’
VP
T 342
+00.00
EL.
= 505.70’
VP
C 343
+50.00
EL.
= 504.02’
VP
T 347
+50.00
EL.
= 503.76’
VP
C 353
+50.00
EL.
= 509.71’
VP
T 356
+50.00
EL.
= 511.65’
330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00
460
470
480
490
500
510
520
530
497.05
498.25
499.45
500.65
501.85
503.05
504.26
505.46
506.46
507.09
507.32
507.17
506.63
505.70
504.58
503.53
502.93
502.87
503.33
504.26
505.25
506.24
507.23
508.23
509.22
510.18
510.94
511.47
511.80
512.10
512.40
512.70
513.00
513.30
513.60
513.90
514.20
514.50
515.21
516.74
519.09
522.00
497.44
498.39
499.50
500.73
501.86
502.96
504.27
505.29
506.32
506.91
507.18
507.04
506.51
505.43
504.12
503.45
503.21
503.04
503.26
504.05
504.91
506.10
507.03
508.14
509.28
510.17
510.85
511.58
511.91
512.13
512.38
512.88
513.15
513.24
513.77
514.07
514.10
480
490
500
510
520
530
540
480
490
500
510
520
530
540
480
490
500
510
520
530
540
PR
OP
OS
ED
EB
FR
ON
TA
GE
RD
VP
C 366
+00.00
EL.
= 514.50’
VP
T 369
+20.00
EL.
= 519.66’
EXI
STI
NG
US80
MAI
NL
AN
ES
520
480
490
500
510
530
480
520
490
500
510
530
480
520
490
500
510
530
1140+00 1145+00 1150+00
460
470
480
490
500
510
520
PR
OP
OS
ED
EB
GA
LL
OW
AY
EXI
T
RA
MP
480
490
500
510
520
STA = 1137+00.00
EL = 508.36’
(-)4.9200 %(-)0.6000 %
L = 400.00’
K = 93
STA = 1149+00.00
EL = 501.16’
(-)0.6000 % (+)1.0615 %
L = 200.00’
K = 120
STA = 1157+50.00
EL = 510.18’
(+)1.0615 % (+)0.3561 %
L = 200.00’
K = 284
512.07
VP
C 1148
+00.00
EL.
= 501.76’
VP
T 1150
+00.00
EL.
= 502.22’
VP
C 1156
+50.00
EL.
= 509.12’
VP
T 1158
+50.00
EL.
= 510.54’
1135+00 1140+00 1145+00 1150+00 1155+00 1160+00
460
470
480
490
500
510
520
0.00
513.82
510.52
508.30
507.16
506.56
505.96
505.36
504.76
504.16
503.56
502.96
502.36
501.76
501.58
502.22
503.28
504.34
505.41
506.47
507.53
508.59
509.61
510.32
510.72
511.07
511.43
511.79
496.70
513.72
510.44
508.41
507.24
506.58
506.03
505.17
504.67
504.18
503.71
503.06
502.38
502.17
502.32
502.61
503.52
504.29
505.41
506.42
507.64
508.94
509.75
510.24
510.93
511.32
511.72
512.04
VP
C 1135
+00.00
EL.
= 518.20’
VP
T 1139
+00.00
EL.
= 507.16’
4’ 14’ 6’
NOT TO SCALE
6:1 USUAL6:1 USUAL
4:1 MAX
Shoulder
Shoulder
EXISTING DIRECT CONNECTOR C
CONNECTOR STA. 1136+00-1149+00
C
NOT TO SCALE
EB Mainlanes
Existing
RO
W
US80
Centerline
6:1 USUAL
EXISTING US80 TYPICAL HALF SECTION
1.5%
4:1 MAX
VARIES 174’ - 187’
12’ 12’ 12’
Aux
Ln
2.1%
6’4’
Shoulder
Shoulder
1.5%
16’
6:1
6:1 USUAL
4:1 MAX
4’ 12’ 13.5’
Shoulder
VARIES 112’ - 125’
6:1
EB Frontage Rd
14’-22’
Varies
Existing
RO
W
11.5’
6:1
11.5’ 10’
MAX
NOT TO SCALE
EXISTING EB US80 FRONTAGE RD
FR STA.365+50
4:1
22’
4’ 14’ 6’
NOT TO SCALE
2.1%6:1 USUAL4:1 MAX
6:1 USUAL
4:1 MAX
Shoulder
Shoulder
EXISTING GALLOWAY EXIT RAMP
MAINLANE STA. 360+00
NOT TO SCALE
2.1%
12’
PROPOSED EB US80 FRONTAGE RD
4’
Shoulder
6:1 USUAL
4:1 MAX
6:1 USUAL4:1 MAX
12’
Shoulder
4’
2.1%
NOT TO SCALE
12’
PROPOSED EB US80 FRONTAGE RD
4’
Shoulder
6:1 USUAL
4:1 MAX
Existing
RO
W
14’ 2’
5’
Sd
wlk
4:1 MAX
Curb/
Gut
3’ ber
m
NOT TO SCALE
12’
PROPOSED EB US80 FRONTAGE RD
6:1 USUAL
4:1 MAX
Proposed
RO
W
14’
5’
Sd
wlk
4:1 MAX
3’ ber
m
12’
Curb/
Gut
2’
2.1%
12’4’
Shoulder
6:1 USUAL
4:1 MAX
Existing
RO
W
14’ 2’
5’
Sd
wlk
4:1 MAX
Curb/
Gut
3’ ber
m
12’
4’ 14’ 6’
NOT TO SCALE
2.1%6:1 USUAL4:1 MAX
6:1 USUAL
4:1 MAX
Shoulder
Shoulder
PROPOSED GALLOWAY EXIT RAMP
7.7 to - 2.1%
VARIES
LEGEND
DIRECT
C ROTCENNOC
PMAR TIXE EVA YAWOLLAG
EB FRONTAGE
ROAD
EB FRONTAGE RD
EB FRONTAGE RD
EB FRONTAGE RD EB FRONTAGE RD
EB US80
EB US80 EB US80EB US80
PROPOSED EB US80 FRONTAGE RD
NOT TO SCALE
44’
42’
490
480
500
510
520
480
490
500
510
520
494.70
STA = 331+50.00
EL = 495.50’
(+)0.5333 %(+)2.2
857 %
L = 200.00’
K = 114
STA = 335+00.00
EL = 503.50’
(+)2.2
857 %(+)1
.0000 %
L = 100.00’
K = 78
STA = 338+00.00
EL = 506.50’
(+)1.0000 %(-)1.0000 %
L = 200.00’
K = 100
STA = 347+00.00
EL = 497.50’
(-)1.0000 %(+)1.750
0 %
L = 300.00’
K = 109
STA = 355+00.00
EL = 511.50’
(+)1.750
0 %(+)1.3500
%
L = 100.00’
K = 250
STA = 365+00.00
EL = 525.00’
(+)1.3500
%(+)3.0
113
%
L = 200.00’
K = 120
STA = 366+80.00
EL = 530.42’
(+)0.6074 %
L = 120.00’
K = 50
531.15
VP
C 330
+50.00
EL.
= 494.97’
VP
T 332
+50.00
EL.
= 497.79’
VP
C 334
+50.00
EL.
= 502.36’
VP
T 335
+50.00
EL.
= 504.00’
VP
C 337
+00.00
EL.
= 505.50’
VP
T 339
+00.00
EL.
= 505.50’
VP
C 345
+50.00
EL.
= 499.00’
VP
T 348
+50.00
EL.
= 500.13’
VP
C 354
+50.00
EL.
= 510.63’
VP
T 355
+50.00
EL.
= 512.18’
VP
C 364
+00.00
EL.
= 523.65’
VP
T 366
+00.00
EL.
= 528.01’
VP
C 366
+20.00
EL.
= 528.61’
VP
T 367
+40.00
EL.
= 530.78’
494.70
495.34
496.75
498.93
501.21
503.34
504.50
505.50
506.00
505.50
504.50
503.50
502.50
501.50
500.50
499.50
498.61
498.53
499.36
501.00
502.75
504.50
506.25
508.00
509.75
511.45
512.85
514.20
515.55
516.90
518.25
519.60
520.95
522.30
523.65
525.42
528.01
530.38
531.15
494.87
495.42
496.89
499.59
501.39
503.37
504.64
505.66
505.95
505.61
504.43
503.48
502.48
501.91
500.39
498.94
498.92
498.98
499.68
500.45
501.87
503.88
505.99
507.70
509.50
511.14
513.18
514.33
515.60
516.72
518.08
519.51
520.83
521.67
523.70
525.76
528.87
530.85
531.07
509.48
507.88
507.22
506.43
505.46
504.22
503.10
501.95
499.65
500.14
499.75
498.96
498.68
498.40
499.28
501.00
503.16
505.06
509.57
STA = 1138+00.00
EL = 507.30’
(-)2.2700 %(-)0.7254 %
L = 200.00’
K = 129
STA = 1150+40.00
EL = 498.30’
(-)0.7254 %(+)1.9
539 %
L = 200.00’
K = 75
505.71
VP
C 1137
+00.00
EL.
= 509.57’
VP
T 1139
+00.00
EL.
= 506.57’
VP
C 1149
+40.00
EL.
= 499.03’
VP
T 1151
+40.00
EL.
= 500.26’
509.57
507.69
506.57
505.85
505.12
504.40
503.67
502.95
502.22
501.50
500.77
500.05
499.32
498.84
499.58
501.43
503.38
505.34
PGL
PGL
PGL
PGL
PGL
PGL
PGL
PGL
PGL
PGL
US
80
EB
FR
RD
00
95-
02-
10
2 / I
H6
35
NB
FR
RD
23
74-
02-
12
6
US80 EB FRONTAGE ROAD SUPERELEVATION DATA
Varies -2.1% to +2.1%
336+50 End Transition
335+00 Begin Transition
340+50 Begin Transition
348+00 Begin Transition
349+50 End Transition
364+50 Begin Transition
366+00 End Transition
342+00 End Transition
330+00 Centerline Crown
366+70 Match Existing PvmtDIRECT CONNECTOR C SUPERELEVATION DATA
2.1%
2.1%
2.1%
2.1%
2.1%
2.1%
2.1%
2.1%
2.1%
2.1%
1139+00 End Transition
1136+00 Begin Transition
1143+00 Begin Transition
1145+00 End Transition
7.7%
7.7%
3.5%
3.5%
2.1%
2.1%
1135+00 On Existing Bridge
1162+81.19 Match Existing Pavement
PR
OP
OS
ED
EXI
STI
NG
2.6%
3.5%
2.1%
2.1%
2.1%
PR
OP
OS
ED
EB GALLOWAY EXIT RAMP SUPERELEVATION DATA
EXI
STI
NG
DI
RE
CT
CO
NN
EC
TO
R
C
Varies 2’- 6.4’
15’-17.5’
4:1 MAX
Ty II
Curb
Ty II
Curb
14.5’-19.5’
15’-17’
2.1%
PGL
MAINLANE STA. 350+00 - 355+00
FR STA.359+50-364+00
FR STA.335+00-355+50
VARIES
-2.1% to +2.1%
FR STA.330+00-333+00
2.1%PGL
NOT TO SCALE
12’
PROPOSED EB US80 FRONTAGE RD
4’
Shoulder
6:1 USUAL
4:1 MAX
Existing
RO
W
14’ 2’
5’
Sd
wlk
4:1 MAX
Curb/
Gut
3’ ber
m
2.1%PGL
15’-23’
FR STA.330+00-333+00
STA.335+00-340+50FR
FR STA.343+00-346+00
FR STA.351+50-364+50
FR STA.365+00 - 366+00
RAMP STA. 1147+00 -1149+00
EXISTING ROW
DITCH FLOW LINE
EX
IS
TI
NG
EX
IS
TI
NG
EX
IS
TI
NG
EX
IS
TI
NG
PR
OP
OS
ED
PR
OP
OS
ED
PR
OP
OS
ED
SEE ROLL 2 FOR NB FRONTAGE ROAD
STA 330+00FRONTAGE ROADBEGIN EB US80
IH 635
IH 635
RA
YB
UR
N
AV
E
CR
ES
T
PA
RK
DR
GALL
OW
AY
AVE
GA
LL
OW
AY
AV
E
MA
RI
PO
SA
DR
TRIPP R
D
FR
AN
KLI
N ST
EXISTING ROW
EXISTI
NG
RO
W
PROPOSED ROW PROPOSED ROW EXISTING ROW EXISTING ROW
EXISTING ROW EXISTING ROW
PROPOED ROW
REMOVE EXISTING RAMP PAVEMENTSTA 366+70ROAD CONSTRUCTIONEND EB FRONTAGE
Dwight & Patti Hawkins
1
2
3
4
5
6
7
81
2
2
2
Ashig Kanji
Argus Resources
City of Mesquite
3 4
5
Gary Chatham
6
7
Michael Ray Hunt
DCJC Investments LP
8
Toni J. Kimble
8
9 Peter & Sherry Snider
9
Type II
Curb
Type II
Curb
Type II
Curb
Type II
Curb
Type II
Curb
Type II
Curb
Type II
Type II
Type II
PGL
Type II
Type II
Gregory Bell and Garry Hawes10
11
12
ADJACENT PROPERTY OWNERSHIP
Mesquite Exposition Blvd
DIPDIYA Enterprises Inc
1011
12
1138+62 End Transition
1142+60 Begin Transition 3.5%
1144+59 End Transition
1150+19 Begin Transition
1151+70 End Transition
2.1%1154+19.31 POT - Match FR Pavement
1137+00 Begin Trans. Match Existing Pvmt.
STA 1147+66
FL = 491.39
EXISTING 3 - 5x7 MBC
STA 1148+09
FL = 491.91
EXISTING 3 - 5x7 MBC
FL = 487.63
EXISTING 3 - 5x7 MBC
STA 345+46
FL = 492.07
EXISTING 3 - 5x7 MBC
STA 345+28
PROPOSED FRONTAGE ROAD
PROPOSED RAMP
PAVEMENT REMOVAL
PROPOSED EASEMENT
MICHAEL A. RENFROW, P.E.
75050
Design Speeds:
Scale:
Vertical 1:20
R
Texas Department
of Transportation
SCHEMATIC PREPARED BY:
TxDOT DALLAS DISTRICT
PROJECT MANAGER
P.E. NUMBER DATE
Horizontal 1:200
Intersecting Street - 30 mph
C 2013
William L. Hale, P.E., District Engineer
Ramp - 40 mph
Direct Connector - 40 mph
Frontage Road - 40 mph
City of Mesquite
Both Projects in
Dallas County,TX
DALLAS DISTRICT DESIGN SCHEMATIC
1 US80 EB Frontage Road Reconstruction
and Galloway Ave. Exit Ramp Relocation
From IH635 to Galloway FC = Urban Collector
Length = 0.72 mi CSJ: 0095-02-102
Length = 1.30 mi CSJ: 2374-02-126
FC = Urban Collector
C 2014 Texas Department of Transportation - all rights reserved
SCALE 0 1 2 3 4 MILES
N
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T
CO.
RO
CK
WA
LL
CO.
KA
UF
MA
N
CO.
DALLAS
190190
161
161
161
161
COPPELL
ADDISON
FARMERS BRANCH
RICHARDSON
BUCKINGHAM
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTER
WILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARK
UNIVERSITY
121
635
114
310
635
348354
482
183
356
12
183
356
183
30
80
366
354
303
20
1382
408 12
67
20
1382
67
1382
342
20
342
45
45
45
12
45
175
352
30
12
20
635
20
352
80
30
372
66
78
75
5
635
244
12
75
289
12
635
30
80
289
78
175
175
310
180
114
35E
35E
35E
35E
DALLAS DISTRICT
DALLAS COUNTY
Roll 1 of 2
Connecting Road - 20 mph
PROJECT SCOPE
0095-02-102BEGIN PROJECT
0095-02-102END PROJECT
2374-02-126END PROJECT
2374-02-126BEGIN PROJECT
From S. of Gross Rd. to EB US80 Frontage Rd
2 New Location IH635 NB Frontage Road
and Ramp Improvements
September 2014 September 2014
MICHAEL A. RENFROW, P.E.
75050
Design Speeds:
Scale:
Vertical 1:20
R
Texas Department
of Transportation
SCHEMATIC PREPARED BY:
TxDOT DALLAS DISTRICT
PROJECT MANAGER
P.E. NUMBER DATE
Horizontal 1:200
Intersecting Street - 30 mph
C 2013
William L. Hale, P.E., District Engineer
Ramp - 40 mph
Direct Connector - 40 mph
Frontage Road - 40 mph
City of Mesquite
Both Projects in
Dallas County,TX
DALLAS DISTRICT DESIGN SCHEMATIC
1 US80 EB Frontage Road Reconstruction
and Galloway Ave. Exit Ramp Relocation
From IH635 to Galloway FC = Urban Collector
Length = 0.72 mi CSJ: 0095-02-102
Length = 1.30 mi CSJ: 2374-02-126
FC = Urban Collector
C 2014 Texas Department of Transportation - all rights reserved
SCALE 0 1 2 3 4 MILES
N
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T
CO.
RO
CK
WA
LL
CO.
KA
UF
MA
N
CO.
DALLAS
190190
161
161
161
161
COPPELL
ADDISON
FARMERS BRANCH
RICHARDSON
BUCKINGHAM
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTER
WILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARK
UNIVERSITY
121
635
114
310
635
348354
482
183
356
12
183
356
183
30
80
366
354
303
20
1382
408 12
67
20
1382
67
1382
342
20
342
45
45
45
12
45
175
352
30
12
20
635
20
352
80
30
372
66
78
75
5
635
244
12
75
289
12
635
30
80
289
78
175
175
310
180
114
35E
35E
35E
35E
DALLAS DISTRICT
DALLAS COUNTY
Roll 1 of 2
Connecting Road - 20 mph
PROJECT SCOPE
0095-02-102BEGIN PROJECT
0095-02-102END PROJECT
2374-02-126END PROJECT
2374-02-126BEGIN PROJECT
From S. of Gross Rd. to EB US80 Frontage Rd
2 New Location IH635 NB Frontage Road
and Ramp ImprovementsADJACENT PROPERTY LINE
US
80
EB
FR
RD
00
95-
02-
10
2 / I
H6
35
NB
FR
RD
23
74-
02-
12
6
EASEMENTPROPOSED DRAINAGE
EXISTING SIGNAL