Post on 21-Apr-2018
US
ER: janarthananr
10/3/2
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M
TEXAS DEPARTMENT OF TRANSPORTATIONDALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
US 380 DESIGN SCHEMATIC, COLLIN COUNTY
N.T.S.
DE
NT
ON C
O.
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
FOREST GROVE
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA
289
455
455
428
2478 543
455
75 5
2862
3133
1461
5
121
545
160 78
981
1562
981
78
78
2933
751827
75
1377
2756
21943593038
455
546
121
720
380
2478
75
2170
5
2170
2551
3286
1378
982
982
33
2934
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544B78
G
B289
D
PROSPER
B289
C
3356
ALTOGA
B78
D
B78
E
B78
F
LOWRY
CROSSING
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
720
GRAYSON CO.
DALLAS CO. ROCKWALL CO.
FANNIN CO.
HU
NT
CO.
N
COLLIN CO.
DATE:
DATE SUBMITTED
DATE REVISED
DATE APPROVED
NOT INTENDED FOR
CONSTRUCTION,
BIDDING, OR
PERMIT PURPOSES
R
Texas
Department
of TransportationC
RAJESH JANARTHANAN, P.E.
SERIAL NO. (TX PE NO. 99487)
COLLIN CO.
CO
LLIN C
O.
CO
LLIN C
O.
LOCATION MAP
LEGEND
PREPARED BY AECOM
UNDER THE SUPERVISION OF:
AECOM Technical Services Inc.- 35802012 by Texas Department of Transportation,
all rights reserved.
TEXAS DEPARTMENT OF TRANSPORTATIONDALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
US 380 DESIGN SCHEMATIC, COLLIN COUNTY
N.T.S.
DE
NT
ON C
O.
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
FOREST GROVE
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA
289
455
455
428
2478 543
455
75 5
2862
3133
1461
5
121
545
160 78
981
1562
981
78
78
2933
751827
75
1377
2756
21943593038
455
546
121
720
380
2478
75
2170
5
2170
2551
3286
1378
982
982
33
2934
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544B78
G
B289
D
PROSPER
B289
C
3356
ALTOGA
B78
D
B78
E
B78
F
LOWRY
CROSSING
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
720
GRAYSON CO.
DALLAS CO. ROCKWALL CO.
FANNIN CO.
HU
NT
CO.
N
COLLIN CO.
DATE:
DATE SUBMITTED
DATE REVISED
DATE APPROVED
NOT INTENDED FOR
CONSTRUCTION,
BIDDING, OR
PERMIT PURPOSES
R
Texas
Department
of TransportationC
RAJESH JANARTHANAN, P.E.
SERIAL NO. (TX PE NO. 99487)
COLLIN CO.
CO
LLIN C
O.
CO
LLIN C
O.
LOCATION MAP
PREPARED BY AECOM
UNDER THE SUPERVISION OF:
AECOM Technical Services Inc.- 35802012 by Texas Department of Transportation,
all rights reserved.
US 380 = 26,200 45,600 52,400
PROJECT LENGTH = 31,858.3 ft (6.034 miles) PROJECT LENGTH = 31,858.3 ft (6.034 miles)
DESIGN SPEED
US 380 MAINLANES COUNTY LINE TO CUSTER RD = 45 MPH
RAMPS = 40 MPH
FRONTAGE ROADS = 40 MPH
CROSS STREETS = 45 MPH
INDEX OF SHEETS
SHEET 1 - MAIN LANES PLAN & PROFILE
SHEET 2 - MAIN LANES PLAN & PROFILE
SHEET 3 - MAIN LANES PLAN & CURVE DATA
SHEET 4 - PROFILES FRONTAGE ROADS, CROSS STREETS & RAMPS
INDEX OF SHEETS
SHEET 1 - MAIN LANES PLAN & PROFILE
SHEET 2 - MAIN LANES PLAN & PROFILE
SHEET 3 - MAIN LANES PLAN & CURVE DATA
SHEET 4 - PROFILES FRONTAGE ROADS, CROSS STREETS & RAMPS
FUNCTIONAL CLASSIFICATION
US380 - URBAN PRINCIPAL ARTERIAL
SCALE
1"=100’ HORIZONTAL1"=10’ VERTICAL
TEXAS DEPARTMENT OF TRANSPORTATION; TRANSPORTATION PROGRAMMING AND PLANNING DIVISIONMEMORANDUM, JUNE 18, 2008
US 380 = 26,200 45,600 52,400
DESIGN SPEED
US 380 MAINLANES COUNTY LINE TO CUSTER RD = 45 MPH
RAMPS = 40 MPH
FRONTAGE ROADS = 40 MPH
CROSS STREETS = 45 MPH
FUNCTIONAL CLASSIFICATION
US380 - URBAN PRINCIPAL ARTERIAL
SCALE
1"=100’ HORIZONTAL1"=10’ VERTICAL
TEXAS DEPARTMENT OF TRANSPORTATION; TRANSPORTATION PROGRAMMING AND PLANNING DIVISIONMEMORANDUM, JUNE 18, 2008
CSJ NO. 0135-11-018, 0135-02-049, 0135-02-044AND 0135-02-050
WEST OF CR 26 (DENTON/COLLIN CL) TO FM 2478 (CUSTER ROAD) EAST OF CR 26 (DENTON/COLLIN CL) TO FM 2478 (CUSTER ROAD)
CSJ NO. 0135-11-018, 0135-02-049, 0135-02-044AND 0135-02-050
AVERAGE DAILY TRAFFIC = 2008 2030 2040 AVERAGE DAILY TRAFFIC = 2008 2030 2040
PROPOSED MAINLANES
PROPOSED FRONTAGE ROAD
PROPOSED RAMPS
PROPOSED BRIDGES
PROPOSED SIDEWALK
EXISTING ROAD TO BE REMOVED
FUTURE ROAD (BY OTHERS)
PROPOSED RETAINING WALL
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED RIGHT-OF-WAY
CONTROL OF ACCESS
PERMANENT WATERLINE EASEMENT
EXISTING 72" WATERLINE
EXISTING RIGHT-OF-WAY
EXISITNG EASEMENT
PROPOSED EASEMENT
BNSF RAILROAD
CITY/COUNTY LINE
PROPERTY LINE
LANE DIRECTIONAL INDICATOR
LEGEND
PROPOSED MAINLANES
PROPOSED FRONTAGE ROAD
PROPOSED RAMPS
PROPOSED BRIDGES
PROPOSED SIDEWALK
EXISTING ROAD TO BE REMOVED
FUTURE ROAD (BY OTHERS)
PROPOSED RETAINING WALL
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED RIGHT-OF-WAY
CONTROL OF ACCESS
PERMANENT WATERLINE EASEMENT
EXISTING 72" WATERLINE
EXISTING RIGHT-OF-WAY
EXISITNG EASEMENT
PROPOSED EASEMENT
BNSF RAILROAD
CITY/COUNTY LINE
PROPERTY LINE
LANE DIRECTIONAL INDICATOR
US 380 EXISTING US 380
EXIST. 72" WATER LINE
EXIS
T.
RO
W
EXIS
T.
RO
W
25’
PR
OP.
RO
W
2%
EXISTING 75’ WATER LINE EASEMENT
55’
2% 2%2%
2% 2%
1’
2%2%
1’
34.5’
4:1 USUAL
3:1 MAX.
114’
6’6’
EXIST. GROUNDEXIST. GROUND
265’ ROW
4:1 USUAL
3:1 MAX.
4:1 USUAL
3:1 MAX.
48’
TRAFFIC RAIL
16’
1’
81.5’
75.5’
26.5’
27.5’
4:1 USUAL
3:1 MAX.
TRAFFIC RAIL
2’2’ 36’
TRAVEL LINES
2’ 36’
TRAVEL LANES
1’
2’
2’
18.5’14’
SHARED LN
12’
LANE
14’
SHARED LN
12’
LANE
12’
LANE
2’
| FREBRR289
4’
PGL
4’
PGL
| FRWBRR289
PGL
SDWLKSDWLK
US 380
36’
TRAVEL LANES
EXISTING US 380
25’
EXIST. 72" WATER LINE
80’
EXIS
T.
RO
W
2%2%
EXISTING 75’ WATERLINE EASEMENT
PR
OP.
RO
W
2%
1’
80’ 122’
100’
EXIST. GROUND
EXIST. GROUND
282’ ROW
4:1 USUAL
3:1 MAX.
16’
EXIS
T.
RO
W
1’
2’86’
10.5’
2’ 2’ 36’
TRAVEL LANES
2’
1’
2%2% 2%2%
TRAFFIC RAIL
TRAFFIC RAIL
4:1 USUAL
3:1 MAX. 4:1 USUAL
3:1 MAX.
6’
1’
2% 2%
6’
2’
2’
14’
SHARED LN
12’
LANE
12’
LANE
12’
LANE
12’
LANE
12’
LANE SHARED LN
14’
51’
PGL
| RWB289EX
16’
PGL
| REB289ENT
PGL
SDWLK SDWLK
LO
ADIN
G Z
ON
EL
OA
DIN
G Z
ON
E
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
F
S
S
F
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
F
S
S
S
S
S
F
S
S
S
S
183
LA
ND
CO
RP
OR
ATIO
N IN
C.
BL
UE
ST
AR
LA
ND
LP
10
+00
PC 14+41.72
15
+00
PT 18+66.59
PC 19+88.16
20
+00
PT 21+34.97
PC 24+07.19
25
+00
12
30
+00
1235
+00
PT 1238+36.71
12
40
+00
PC 1241+53.14
124
5+00
PT 1246+92.38
1250
+00
PC
124
8+94.1
0
10
+00
PC 11+37.36
PT 12+59.59
15
+00
PC 15+76.02
PT 17+32.75
20
+00
PC 23+85.45
10+00
PT 13
+36.0
1
15+00
PC
17+21.
81
PR
C
18+12.8
5
20+00
PT
22
+88.1
5
PC 10+00.00
10+00
PC
12+98.7
7
15+00
PR
C
16
+17.2
8
PT 17
+80.2
4
POT 10+00.00
POT 10+00.00
10+00
PT 12
+08.3
4
PC 14
+56.2
2
15+00
PR
C 15
+11.0
3
PT 18
+22.2
0
PO
T 10
+00.0
0
PC 10
+00.0
0
PO
T 10
+00.0
0
10+0
0
PO
T 13
+91.7
3
15+0
0
PC 15
+24.2
7
20+0
0
PC
C 20+87.8
2P
CC 21+
18.6
2
25+0
0
PT 26
+23.4
8
POT 10+00.00
10
+00
POT 12+37.98
POT 10+00.00
10
+00
POT 12+42.30
PO
T
10
+00.0
0
10+00
PC
10
+4
2.6
9
PT 14+02.77
POT 14+56.68
10
+00
PC
C 10
+96.0
6
PC
C 11+
58.7
2
10
+00
PR
C 11+
82.7
8
PO
T 10
+00.0
0
PC
10
+34.4
4
PC
1237
+16.0
0
PO
T 13
+29.2
7
PT 12
+56.5
1
PO
T 10
+00.0
0
PC
10
+7
1.0
2
PO
T 13
+11.6
7
PT 12
+7
9.7
9
PR
C 11+
34.8
1
PC
10+00.0
0
10+00
PR
C
10+24.0
1
PT 11+18.59
PC 11+72.85
PC 10
+00.0
0
10+0
0
PC
C 10
+25.8
0
PT 11+25.95
PC 11+82.30
PT 12
+68.3
2
POT 12+56.55PT 12+38.29
PR
C 12
+42.11
PC 10
+00.0
0
10+00
PT 12
+34.2
6
PO
T 10
+00.0
0
10+00
PO
T 12
+32.7
8
60
+00
POT 63+28.57
S0^00’22.45"E
S8
9^
59’5
9.4
2"E
S8
9^
59’5
9.4
2"E
S12̂ 44’39.78"W
S15̂39’55.18"W
S37^27’56.5
0"W
S59^07’3
5.9
8"E
N89^
11’14.8
9"E
N81̂
08’2
4.6
1"E
N83^
56’3
1.3
1"E
N8
9^
11’14.8
8"E
N83^
56’3
1.3
1"E
N89^
11’14.8
9"E
N8
8^
55’4
3.9
0"E
N23̂56’00.61"E
60
+00
POT 62+51.24
N89^
11’14.8
8"E
SH 289(PRESTON RD)
CIT
Y
OF F
RIS
CO
EXISTING ROW
EXISTING ROW
SH 289
(BY OTHERS)
FRONTAGE ROAD STA.16+94.37
MATCH SH 289
EXISTING RAMP
FRONTAGE ROAD STA.18+30.00
MATCH SH 289
EXISTING RAMP
EXISTING ROW
FRONTAGE ROAD STA.16+12.79
MATCH SH 289
MATCH EXISTING
FRONTAGE ROAD STA.15+24.27
MATCH SH 289
EXISTING RAMP
US
38
0I
NT-
6
RE
B2
89
EN
T-
1R
EB28
9E
NT-2
RW
B2
89
EX-1
RW
B289
EX-2
RSB289ENT-1
RNB289EX-1
RNB289EX-2
RNB289EX-3
RSB289EX-1
RSB289EX-3
RNB289ENT-1
RNB289ENT-2
RNB289ENT-3
26’
BEGIN TAPER
} RNB289EX STA 15+36.01
25’ RT
27’
63’
BEGIN TAPER
} RNB289EX STA 14+36.01
2’ LT
END TAPER
} RNB289EX STA 13+36.01
14’ LT
63’
27’
BEGIN TAPER
} RSB289EX STA 22+97.40
14’ RT
END TAPER
} RSB289EX STA 21+97.10
2’ RT
BEGIN TAPER
} RSB289EX STA 21+18.62
49’ LT
END TAPER
} RSB289EX STA 19+15.88
25’ LT
RSB289ENT-2
27’
END COA
| RSB289ENT
STA. 13+25.35
98.66’ RT
BEGIN COA
| RNB289EX
STA. 14+36.01
103.71’ LT
US
38
0I
NT-
5
END TAPER
} RNB289EX STA 13+36.01
49’ RT
EXISTING ROW / COA
COLEMAN-1
[ COLEMAN
COLEMAN ST
183 LAND CORPORATION INC.
TSAI CAROL LP
183 LAND CORPORATION INC.
BLUE STAR LAND LP & BLUE STAR ALLEN LAND LP
BLUE STAR LAND LP
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
F
S
S
S
S
S
S
S
S
S
S
S
S
S
F
S
S
S
S
1375+00 1370+00
10+00
PC
14
+4
1.7
2
15+00
PT 18
+66.5
9
PC
19
+88.1
6
20+00
PT 21+34.9
7
PC
24
+07.1
9
25+00
PT 28
+4
8.0
2
1215+00
PC
1217
+63.7
5
1220+001225+00
1230+001235+00
PT 1238
+36.7
1
1240+00
PC
124
1+53.1
4
1245+00
PT 124
6+92.3
8
1250+00
PT 1253
+94.9
2
1255+00
PO
T 1258
+4
0.4
6
PC 1248+94.10
PC
12
+23.5
5
PT 13
+64.4
9
15+00
PC
16
+2
0.0
8
PT 18
+7
0.1
3
20+00
PC
20
+37.5
0
PT 2
2+3
9.6
0
PT 1221+29.90
10+00
PC
11+37.3
6
PT
12
+5
9.5
9
15+00
PC
15
+7
6.0
2
PT 17
+32.7
5
20+00
PC
23
+8
5.4
5
25+00
PR
C
25
+7
6.0
1
PT 28
+13.4
4
PO
T 29
+09.8
6
10+00
PT 13+36.01
15+00
PC 10
+00.0
0
10+00
PC 12+98.77
15
+00
PO
T 10
+00.0
0
PO
T 10
+00.0
0
10+00
PT 12+08.34
PC 14
+56.
22
15+00
PRC 15
+11.0
3
POT 10+00.00
PC 10+0
0.00
20+00
PCC 20+87.82PCC 21+18.62
25
+00
PT 26+23.48
15+00
PT 15
+7
7.3
7
PC
16
+3
4.4
6
PR
C
18
+7
8.9
9
20+00
PT 2
1+23.5
3
PO
T 10
+00.0
0
10+00
PO
T 12
+37.9
8
PO
T 10
+00.0
0
10+00
PO
T 12
+4
2.3
0
PO
T 1258
+85.0
1S
TA
EQ
TN:
ST
A 12
58
+8
5.0
1(B
K)=
ST
A 13
77
+17.0
6 (A
H) E
XIS
TIN
G
US
38
0
10+00
PCC 10+96.06
PCC 11+58.72
10+00
PRC 11+82.78
POT 10+00.00
PC 10+34.44
PC 1237+16.00
POT 13+29.27
PT 12+56.51
POT 10+00.00
PC 10+71.02
POT 13+11.67
PT 12+79.79
PRC 11+34.81
PC 10+00.0010+00
PRC 10+24.01
PT 11+18.5
9
PC
11+7
2.8
5
PC 10+00.00 10+00
PCC 10+25.80
PT 11+2
5.9
5
PC
11+8
2.3
0
PT 12+68.32
PO
T 12
+56.5
5P
T 12
+38.2
9
PRC 12+42.11
PC 10+00.00
10+00
PT 12+34.26
POT 10+00.00
10+00
POT 12+32.78
45+00
PC
45
+02.8
8
PT 4
6+17.2
3
PC
47
+60.5
5
50+00
PT 51+24.9
8
55+0060+00
PO
T 63
+28.5
7
S89^59’59.42"E
S89^53’48.50"E
S89^59’59.42"E
S12
^4
4’3
9.7
8"
W
S15
^39’5
5.1
8"
W
N89̂ 11’14.89"E
N81̂08’24
.61"E
N83̂ 56’31.31"E
N89̂ 11’14.88"E
N83̂ 56’31.31"E
N89̂ 34’06.67"E
N85̂ 19’39.26"E
N89̂ 11’14.89"EN88̂ 55’43.90"E
N88̂ 18’11.92"E
N23^56’0
0.6
1"E
N89̂ 11’14.88"E
PC
43
+90.9
8
PT 4
4+93.4
9
45+0050+00
55+0060+00
PO
T 62
+51.2
4
N89̂ 11’14.88"E
N89̂ 11’14.88"E
S89^53’48.50"E
N89̂ 38’43.19"ES89^53’48.50"E
65’
65’
29’
PROPOSED ROW
EXISTING ROW
100’ 400’
BEGIN BRIDGE
STA 1225+45.83
} RWB289ENT
41’
EXISTING ROW
EXSTING ROW
US380 STA 1234+14.58 =
SH289 STA 704+33.65
400’ 100’
END BRIDGE
STA 1240+28.25
BEGIN TAPER
} RWB289EX STA 15+08.01
4’ LT
} RWB289EX
29’
PROPOSED ROW
75’ PERMANENT
WATERLINE EASEMENT
EXISTING
72" WATERLINE
BEGIN TAPER
{ US380 STA. 1253+40.01
62’ RT
EXISTING ROW
END TAPER
{ US380 STA. 1254+90.46
68’ RT
EXISTING ROW
END MEDIAN TAPER
{ US380 STA. 1254+90.46
10’ LT
100’
LO
VE
RS
LA
NE
SH 289
(PRESTO
N
RD)
CITY OF FRISCO
END TAPER
} FREBRR289 STA 33+45.37
49’ LT
BEGIN TAPER
} FREBRR289 STA 32+45.92
37’LT
END TAPER
} FREBRR289 STA 33+44.43
14’RT
END TAPER
} RWB289EX STA 14+08.73
16’ LT
BEGIN TAPER
} RWB289EX STA 20+77.22
25’ RT
BEGIN MEDIAN TAPER
{ US380 STA. 1253+40.01
8’RT
US380INT-4
US380INT-6
US380INT-7
REB289EX-2
REB289EX-4
RWB289ENT-2
RWB289ENT-3
RWB289ENT-4
REB289ENT-1 REB289ENT-2
REB289ENT-3
RWB289EX-1RWB289EX-2
RWB289EX-3
RN
B2
89
EX-
1
RS
B2
89
EX-
3
RN
B289
EN
T-1
RN
B289
EN
T-2
29’
BEGIN COA
STA. 1199+73.00
198.41’ LT
BEGIN COA
STA. 1217+82.45
137.15’ RT
END COA
STA. 1222+72.73
134.50’ RT
BEGIN TAPER
} FREBRR289
STA 32+45.34
2’RT
BEGIN COA
STA. 1227+57.46
134.50’ RT
END COA
STA. 1246+85.98
82.00’ RT
BEGIN COA
STA. 1243+78.44
110.93’ RT
END CSJ 0135-11-018
BEGIN CSJ 0135-02-049
STA. 1237+99.88
50’ R
50’ R100’ R
100’ R
100’ R
100’ R
BEGIN COA
STA. 1230+21.74
129.21’ LT
END COA
STA. 1236+72.45
148.50’ RT
US380INT-5
END COA
STA 1240+86.39
137.40’ LT
BEGIN COA
STA 1247+76.28
109.98’ LT
395’
150’
100’
350’
FRWBRR-4
FRWBRR-5
FREBRR-4
END: CSJ 0135-02-049
BEGIN: CSJ 0135-02-044
STA. 1258+85.01=
STA. 1377+17.06
BEGIN TAPER
{ US380 STA 1372+96.05
68’ LT
BEGIN TAPER
{ US380 STA 1368+46.42
8’ LT
END TAPER
{ US380 STA 1371+41.58
14’ RT
END TAPER
{ US380 STA 1371+96.05
56’ LT
300’
{ US380 STA 1258+40.46
END FULL DEPTH PAVEMENT RECONSTRUCTION
BEGIN EXSITING PAVEMENT WIDENING.
270’
PROPOSED { US 380
RWB289EX-3 END COA
STA 1247+76.28
109.98’ LT
END COA
STA. 1222+24.79
128.54’ LT
REB289EX-3 } REB289ENT
END TAPER
} RWB289EX
STA 14+08.73
49’ RT
END TAPER
} RWB289EX STA 19+77.22
37’ RT
BEGIN TAPER
} RWB289EX
STA 15+08.01
37’ RT
END RET WALL
| REB289EX STA. 15+77
END RET WALL
{ US 380
STA. 1225+29
END RET WALL
{ US 380
STA. 1225+29
BEGIN RET WALL
[ US 380 STA. 1221+46
BEGIN RET WALL
STA. 1219+61
END RET WALL
{ US 380
STA. 1242+43
BEGIN RET WALL
[ US 380 STA. 1240+45
END RET WALL
{ US 380
STA. 1242+31
BEGIN RET WALL
[ US 380 STA. 1240+12
END RET WALL
| FRWBRR
STA. 45+32
END COA
| RSB289ENT
STA. 13+25.35
98.66’ RT
BEGIN COA
| RNB289EX
STA. 14+36.01
103.71’ LT
BEGIN COA
STA. 1236+90.67
254.17’ LT
EXISTING ROW / COA
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 1
PED RAMP
TY 22
PED RAMP
TY 8
PED RAMP
TY 1
PED RAMP
TY 8
PED RAMP TY 1
PED RAMP
TY 8PED RAMP
TY 8
PED
RAMP
TY 1
PED RAMP
TY 22
PED RAMP TY 1
PED
RAMP
TY 22
END TAPER
} REB289ENT
STA 14+75.45
10’ RT
BEGIN TAPER
} REB289ENT
STA 13+80.00
16’ RT
EXISTINGEASEMENT
PROPOSED
EASEMENT60’
34’
34’
STA 1250+00
Dallas North Tollw ay
Dallas Pkw y
EXIT 1MILE
STA 1249+00
Lovers Ln
EXIT ONLY
Preston Rd
TEXAS
289
2% 2% EXIST. GROUND
2%
US 380
2%
23’ 6’ 23’6’
16’
2’ 2’2’
EXIS
T.
RO
W
EXIS
T.
RO
W
80’ 80’
50’ 50’
4:1 U
SUAL
3:1 M
AX3:1USUAL
4:1 USUAL3:1 MAX 3:1
USUAL
2’
14’
SHARED LANE
12’
LANE
12’
LANE
14’
SHARED LANE
12’
LANE
12’
LANE
8’8’
SDWLK SDWLK
VPI STA= 1218+00.00
EL= 639.27’
(-)2.6906% (+)4.9
856%
L = 1,000.00’
K = 130
ex = 9.60’
VPI STA= 1234+00.00
EL= 719.04’
(+)4.9
856%
(-)4.9706%
L = 620.00’
K = 62
ex = -7.72’
VPI STA= 1244+10.00
EL= 668.84’
(-)4.9706%(+)4.6
333%
L = 760.00’
K = 79
ex = 9.12’
VPI STA= 1254+20.00
EL= 715.63’
(+)4.6
333%
(+)0.3649%
L = 700.00’
K = 164
ex = -3.73’
717.1
7
VP
T
ST
A 12
23
+00.0
0
EL
= 664.2
0’
VP
T
ST
A 1237
+10.0
0
EL
= 7
03.6
3’
VP
C
ST
A 1230
+90.0
0
EL
= 7
03.5
9’
VP
C
ST
A 124
0+30.0
0
EL
= 687.7
3’
VP
T
ST
A 124
7+90.0
0
EL
= 686.4
4’
VP
C
ST
A 1250
+7
0.0
0
EL
= 699.4
2’
VP
T
ST
A 1257
+7
0.0
0
EL
= 7
16.9
1’
135’
BEGIN BRIDGE
STA. 1225+45.83
EL= 676.46’
END BRIDGE
STA. 1240+28.25
EL= 687.73’
135’ 135’ 135’ 135’ 135’ 135’ 135’ 135’ 135’ 135’
16’-
6"
MIN
EXISTING SH 289
|
SH289
EU
TU
RN
ST
A 11
+24.46
=
[
US 380
ST
A 1235
+86.47
|
FR
SB289
ST
A 11
+13.74
=
[
US 380
ST
A 1232
+96.32
|
FR
NB289
ST
A 11
+15.10
=
[
US 380
ST
A 1235
+34.68
|
SH289
WU
TU
RN
ST
A 11
+65.97
=
[
US 380
ST
A 1232
+42.67
1215+00 1220+00 1225+00 1230+00 1235+00 1240+00 1245+00 1250+00 1255+00 1260+00 1265+00
64
9.9
2
64
8.1
7
64
7.9
7
64
7.9
7
64
8.3
0
64
8.4
3
64
8.8
0
64
9.5
0
64
9.8
9
65
0.4
4
65
0.8
7
65
1.3
2
65
1.9
4
65
3.7
3
65
4.2
4
65
5.4
4
65
6.5
3
65
8.3
1
65
8.4
1
65
9.3
9
668.2
8
661.3
0
663.8
7
664.8
0
665.4
1
666.1
7
667.6
0
668.0
6
669.2
9
67
0.9
2
67
3.5
7
67
7.0
0
68
1.6
2
68
6.0
2
690.4
9
694.4
2
698.5
2
702.2
3
706.3
2
709.3
2
711.7
8
714.0
9
715.3
3
716.5
0
716.9
6
717.2
8
716.7
3
715.3
6
714.2
9
712.4
5
710.1
6
707.2
4
704.3
7
702.5
7
700.4
4
65
0.4
2
64
8.8
8
64
8.1
1
64
8.1
0
64
8.8
7
65
0.4
0
65
2.7
0
65
5.7
6
65
9.6
0
664.2
0
669.1
9
67
4.1
7
67
9.1
6
68
4.1
4
68
9.1
3
694.1
1
699.1
0
704.0
8
708.1
0
710.5
1
711.3
3
710.5
3
708.1
3
704.1
2
699.1
6
694.1
9
68
9.2
2
68
4.5
6
68
1.1
0
67
8.9
1
67
7.9
8
67
8.3
2
67
9.9
2
68
2.7
9
68
6.9
1
691.5
4
696.1
7
700.7
8
704.9
3
708.4
6
711.3
9
713.7
0
715.4
1
716.5
1
717.0
2
N
12,100
(21,000)
[24,200]
12,000
(20,800)
[24,000]
US 380 US 380
100
(200)
[300]
100
(200)
[300]
12,000
(20,800)
[23,900]
2010 (2030) [2040] TRAFFIC VOLUMES
CR 7
3
100
(2
00)
[3
00]
ADT
24,100
(41,800)
[48,200]100
(200)
[300]
12,000
(20,800)
[24,000]
12,000
(20,800)
[23,900]
12,100
(21,000)
[24,200]
12,000
(20,800)
[24,000]
100
(2
00)
[3
00]
100
(2
00)
[3
00]
TYPICAL SECTION E-E
N.T.S.
TYPICAL SECTION F-F
N.T.S.
E
E
F
F
TEXAS
289TEXAS
289
N
0
SCALE IN FEET
380
380
TYPICAL SECTION G-G
N.T.S.
CITY OF FRISCO
ROLL 2 OF 4
13,100
(22,800)
[26,200]
12,100
(21,000)
[24,200]
12,000
(20,800)
[24,000]
US 380 US 380
8,9
00
(16,0
00)
[17,8
00]
3,6
00
(6,2
00)
[7,2
00] 8,2
00
(14,9
00)
[16,4
00]
3,6
00
(6,4
00)
[7,2
00]
10,800
(18,700)
[21,600]
10,500
(18,200)
[21,000]
10,700
(18,600)
[21,400]
10,300
(17,800)
[20,600]
0000 (0000) [0000]
2010 (2030) [2040] TRAFFIC VOLUMES
US 2
89
1,1
00
(1,9
00)
[2,2
00]
1,700
(3,000)
[3,400]
800
(1,2
00)
[1,6
00]
US 2
89
13,100
(22,800)
[26,200]
ADT
26,200
(45,600)
[52,400]1,300
(2,300)
[2,600] 1,9
00
(3,3
00)
[3,8
00]
2,5
00
(4,3
00)
[5,0
00]
4,100
(7,2
00)
[8,2
00]
2,300
(4,100)
[4,600]
2,4
00
(4,2
00)
[4,8
00]
2,400
(4,200)
[4,800]
2,3
00
(4,1
00)
[4,6
00]
1,300
(2,300)
[2,600]
2,10
0(3,6
00)
[4,2
00]
BUS 289
2,7
00
(4,6
00)
[5,4
00]
2,0
00
(3,5
00)
[4,0
00]
400
(700)
[800]
4,7
00
(8,100)
[9,4
00]
1,700
(2,9
00)
[3,4
00]
400
(600)
[800]
2,300
(4,100)
[4,600]
2,600
(4,600)
[5,200]
2,1
00
(3,5
00)
[4,2
00]
G
G
630
640
650
660
670
680
690
700
710
720
660
670
680
690
700
710
720
650
640
630
ROLL 2 OF 4
PROPOSED PGL
EXISTING GROUND
TEXAS
289TEXAS
289
50100 100
HORZ.
VERT.
0
SCALE IN FEET
105
0
SCALE IN FEET
50 100
MA
TC
HLIN
E
US 3
80
ST
A.
12
14
+00
CSJ 013
5-11-018
SE
E
RO
LL 1 O
F 4
MA
TC
HLIN
E
US 3
80
ST
A.
13
68
+00.0
0
CSJ 013
5-02-04
4
SE
E
RO
LL 3
OF 4
MA
TC
HLIN
E
US 3
80
ST
A.
12
14
+00
CSJ 013
5-11-018
SE
E
RO
LL 1 O
F 4
US 380 STA. 1258+40.46
END FULL DEPTH PAVEMENT RECONSTRUCTION
BEGIN EXISTING PAVEMENT WIDENING
NOTES: 1. MEDIAN OPENINGS AND DRIVEWAY
TIE-INS TO BE DETERMINED DURING
THE FINAL DESIGN STAGE, BY TxDOT.
2. ACCESS WILL BE CONTROLLED BY
PERMIT ONLY IN ACCORDANCE WITH
TxDOT ACCESS MANAGEMENT MANUAL.
LEGEND:
LEGEND:
JUNE 25, 2012JUNE 25, 2012