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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
SHLDR
10’
SHLDR
10’
TRAVEL LANES
24’
TRAVEL LANES
24’
FLUSH MEDIAN
16’
84’
EXISTING US 380
EXIS
T.
RO
W
EXIS
T.
RO
W
6:1 USUAL
4:1 MAX.
6:1 USUAL4:1 MAX.
4’
6:1 USUAL
4:1 MAX.
2% 2%
80’ 80’
3:1 USUAL
2:1 MAX.
EXISTING 75’ WATER LINE EASEMENT
EXIST. 72" WATER LINE
25’
EXIST. GROUND
160’ ROW
2% 2%
80’
80’
EXIS
T.
RO
W
EXIS
T.
RO
W
23’
23’
EXIST. GROUND2%
6’
2%
6’
2’
2’
8’
8’
4:1 U
SUAL
3:1 M
AX
4:1 USUAL3:1 MAX
EXISTING US 380
8’8’
2’ 2’
50’50’
12’
SHARED LANE
14’
LANE
12’
LANE
12’
LANE
12’
LANE
14’
SHARED LANE
EXISTING 75’ WATER LINE EASEMENT
EXIST. GROUND
EXIST. 72" WATER LINE
25’
SDWLK SDWLK
US 380 EXISTING US 380
EXIST. 72" WATER LINE
85’
EXIS
T.
RO
W
EXIS
T.
RO
W
2%
25’
PR
OP.
RO
W
2%2% 2%
2%2%
4:1 USUAL
3:1 MAX.
EXISTING 75’ WATER LINE EASEMENT
86’
99’
97’
EXIST. GROUND
EXIST. GROUND
271’ ROW
78’
27.5’
41.5’
TRAVEL LANES
36’
2’
2’
8’
8’
2’
TRAVEL LANES
36’
2’
4:1 USUAL
3:1 MAX.
6’
26’
1’
2% 2%
2’
26’
2’
6’
TRAVEL LANES TRAVEL LANES
14’
SHARED LANE
12’
LANE
1’
14’
SHARED LANE
12’
LANE
| REBDNTEX
PGL
| FRWBLOVDNT
PGL
PGL
4’ 4’
SDWLK SDWLK
US 380 EXISTING US 380
25’
EXIST. 72" WATER LINE
80’
EXIS
T.
RO
W
EXIS
T.
RO
W
58’
85’
EXIST. GROUND
EXIST. GROUND
87’
2% 2%
4:1 USUAL
3:1 MAX.
1’
4’
23’
2%2%
1’
1’
23’
48’
1’
1’
4:1 USUAL
3:1 MAX.
2%2% 2%2%
16’
TRAFFIC RAIL
2’
2’
36’
TRAVEL LINES
2’ 36’
TRAVEL LANES
1’
2’
TRAFFIC RAIL
1’
2%
48’
2%
23’
1’
12’
1’
28’
1’
2%2%
23’
LANE
12’
LANE
14’
SHARED LN
14’
SHARED LN
12’
LANE
12’
LANE
| FREBDNT
4’
| FRWBDNT
4’
PGLPGL
PGL
2%
SDWLK
6’
13’
2%
SDWLK
13’
6’
EXIST. 72" WATER LINE
EXIS
T.
RO
W
EXIS
T.
RO
W
EXISTING 75’ WATER LINE EASEMENT
25’
TRAVEL LANES
48’
EXIST. GROUND
TRAFFIC RAIL
60’
TRAVEL LANES
48’
TRAFFIC RAIL
60’
2%2%
2’
1’
16’
2’
2’
2’
208’
94’
2%2%
1’
148’
159’ROW
US 380
EXISTING US 380
132’ROW
PGL
2%
EXIST. GROUND
1’
12’
LANE SHARED LN
14’
2’
4’
| FREBRR
2%
1’
14’
SHARED LN
12’
LANE
2’
4’
PGL
| FRWBRR
2%
6’
4:1 USUAL
3:1 MAX.4:1 USUAL
3:1 MAX.
SDWLK
2%
SDWLK
6’
4:1 USUAL
3:1 MAX.
34’
DE
NT
ON
CO
UN
TY
CO
LLIN
CO
UN
TY
ERNEST A. MAHARD, JR. ERNEST A. MAHARD, JR.FOREST/380 PARTNERS LP WRC FRISCO 380 PARTNERS LP
FRISCO ECONOMIC DEVELOPMENT
PCCP ALBERTA FRISCO TEXAS LLC
PROSPER PARTNERS LP
110 PROSPER PROPERTY LPM A H G PARTNERSHIP
WELLS FARGO BANK NA GOODWIN INVESTMENTS INC
BLUE STARLAND LP
&BLUE STAR
ALLEN LAND LP
183 LAND
CORPORATION INC.
BLUE STARLAND LP
&BLUE STAR
ALLEN LAND LPFIVE SAC
SELF-STORAGE
CORP
SECURE RVINC.
380 BUSINESS
CENTER LTDETAL
Y-
C
NU
RS
ERIE
S IN
C.
CITY OFFRISCO
S
S
S
S
S
S
S
S
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
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
SS
S
1105+00
1110+00
1115+00
PC
1119
+7
7.0
3
1120+00
PT
1122
+4
9.7
9
1125+00 1130+00 1135+00 1140+00 1145+00 1150+00
PC 1154+07.82
1155+00
1160+00
1165+00
PT 1165
+00.5
8
1170+00 1175+00 1180+00 1185+00 1190+00
PI 1192
+4
6.2
0
1195+00 1200+00 1205+00 1210+00PT 1158+53.77
PC 1160+54.64
PC
10
+00.0
0
10+00
PT 12
+08.8
8
PC
12
+57.8
5
PT
14
+7
1.9
5
15+00
PC
16
+07.1
9
PT 17
+63.0
8
20+00
PT 20
+65.4
8
PC
10
+00.0
0
10+00
PR
C
12
+39.1
8
PT
13
+54.2
6
PC
14
+88.1
1
15+00
PT 16
+50.8
9
PC
17
+21.0
5
PT
18
+8
3.8
3
PC
10
+00.0
0
10+00 PT 11+4
0.9
4
PC
12
+23.5
5
PC 19+08.40
PC 10+00.00
10+00
PT 11+4
5.7
1
PC 13+83.71
PO
T 10
+00.0
0
10+00
PO
T 13
+4
6.2
5
POT 10+00.00
10+00
PC 10+32.96
PT 11+13.27
PC 11+59.27
PT 12+39.18
POT 12+80.4710+00
PT 11+36.15
PC 11+82.18
POT 10+00.00
PC 10+54.23
POT 12+88.59
PT 12+60.48
POT 10+00.00
10
+00
POT 12+20.00
PO
T
10
+00.0
0
10+00 15+00 20+00
PC
23
+66.3
7
25+00
PT 25
+94.3
2
30+00
PC
30
+01.1
8
PT
32
+3
8.1
3
35+00
PC
35
+7
8.3
8
PT 37
+4
9.8
2
40+00
S85̂ 03’32.41"E
S89^53’48.50"E
S89^55’09.84"E
S89^53’48.50"ES86̂ 47’16.71"E
S87̂ 06’50.07"E
N89^55’51.87"E
N89^55’51.90"E
N83̂ 56’49.68"E
N87̂ 06’11.50"E
N87̂ 24’40.90"E
PO
T
10
+00.0
0
10+00 15+00 20+00
PI 2
2+3
7.7
4
PC
24
+4
8.7
3
25+00
PT 25
+53.4
5
PC
26
+20.6
7
PT
27
+25.3
9
30+00 35+00 40+00
PC
40
+7
9.1
0
PT 4
1+57.6
4
PC
43
+90.9
8
S86̂ 53’48.50"E
S86̂ 37’21.12"E
S89^53’48.50"E
S89^53’48.50"E
N85̂ 34’39.81"E
N87̂ 06’11.50"ES89^53’48.50"E
N89^55’51.90"E
N89^55’51.90"E
POT 10+00.00
10+00
POT 13+48.09
S11̂
20’16.3
9"
W
PT 3+59.84
PT 1+22.05
PC 2+34.23
PT 3+14.34
PC 0+41.94
POT 0+00.00
PC 3+22.01
PC
10
+00.0
0
10+00
PT 14
+53.9
1
15+00
PC
16
+56.0
2
20+00
PT 21+09.9
3
25+00 30+00
PO
T 32
+58.0
9
PO
T 10
+00.0
0
10+002400
PO
T 24
+15.0
9
PC
10
+00.0
0
10+00
PC
C
14
+60.5
8
PR
C
14
+94.7
3
15+00
PT 19
+58.8
0
20+00
POT 12+08.13
29’
96’
TOWN OF PROSPER
CITY OF FRISCO
BEGIN PROJECT:
CSJ 0135-11-018
STA. 1121+42.91
MATCH EXISTING
PAVEMENT
PROPOSED { US 380
EXISTING { US 380
EXISTING ROW
PROPOSED ROW
} FRWBLOVDNT
EXISTING ROWBEGIN BRIDGE
STA 1175+84.50
100’ 500’
41’
29’
65’
400’
65’
500’ 100’ PROPOSED { US 380
END BRIDGE
STA 1180+84.51
PROPOSED ROW
EXISTING ROW
EXISTING ROW
PROPOSED ROW
} RWBDNTEX
EXISTING 72"
WATERLINE
EXIS
TIN
G
RO
W
EXIS
TIN
G
RO
W
EXIS
TIN
G
RO
W
EXIS
TIN
G
RO
W
EXISTING
72" WATERLINE
EXISTING { US 380
BNSF
RAIL
RO
AD
DA
LL
AS
NO
RT
H
TO
LL
WA
Y
BEGIN TAPER
} FREBDNTEX 22+58.11
4’ RT
END TAPER
} FREBDNTEX 23+58.11
16’ RT
EXISTING 72"
WATERLINE
75’ PERMANENT
WATERLINE EASEMENT
END TAPER
} FREBDNTEX 37+58.23
37’ LT
BEGIN TAPER
} FREBDNTEX 36+58.23
25’ LT
BEGIN TAPER
} FREBDNTEX 36+58.23
16’ RT
75’ PERMANENT
WATERLINE EASEMENT
EXISTING 72"
WATERLINE
END TAPER
} FREBDNTEX 37+58.23
28’ RT
EXIST DALLAS NORTH TOLLWAY
RIGHT OF WAY
EXIST DALLAS NORTH TOLLWAY
RIGHT OF WAY
DALLAS NORTH TOLLWAY
RIGHT OF WAY
DALLAS NORTH TOLLWAY
RIGHT OF WAY
75’ PERMANENT
WATERLINE EASEMENT
75’ PERMANENT
WATERLINE EASEMENT
US380INT-1
US380INT-2
US380INT-3
REBDNTENTI-1
REBDNTENTI-2
REBDNTENTI-3
RWBDNTEX-1
RWBDNTEX-2
RWBDNTEX-3
RWBDNTEX-4
REB289EX-1
RWB289ENT-1
PROPOSED ROW
BEGIN BRIDGE
STA 1202+45.39
END BRIDGE
STA 1205+92.03
EXISTING BRIDGE
STA 1203+40.70
EXISTING BRIDGE
STA 1205+55.21
BEGIN COA
STA. 1170+62.19
136.50’ RT
END COA
STA. 1186+09.25
135.85’ LT
BEGIN COA
STA. 1187+01.27
135.00’ RT
COA END
STA. 1161+93.09
116.18’ RT
COA BEGIN
STA. 1156+27.69
85.20’ RT
END COA
STA. 1195+51.81
173.24’ LT
BEGIN COA
STA. 1191+11.56
147.23’ LT
50’ R 50’ R
50’ R
50’ R
100’ R
100’ R
25’ R25’ R
20’ R20’ R
25’ R25’ R
20’ R25’ R
25’ R
25’ R
} FRWBRR
} FRWBRR
FRWBRR-1
FRWBRR-2
FRWBRR-3
} FREBRR
FREBRR-1
} FREBRR
END TAPER
{ US380 STA 1147+40.00
68.00’ LT
BEGIN TAPER
{ US380 STA 1143+36.95
56.00’ RT
BEGIN TAPER
{ US380 STA 1132+10.57
50.00’ RT
END TAPER
{ US380 STA 1135+10.57
56.00’ RT
BEGIN TAPER
{ US380 STA 1142+00.00
56.00’ LT
BEGIN TAPER
{ US380 STA 1132+10.57
50.00’ LT
END TAPER
{ US380 STA 1135+10.15
56.00’ LT
300’
EXISTING ROW
END TAPER
{ US380 STA 1144+36.95
68.00’ RT
100’ 300’
TAPER STORAGE
{ US380 STA 1143+66.00
END CONCRETE PAVEMENT WIDENING
BEGIN FULL DEPTH PAVEMENT RECONSTRUCTION
FREBRR-2
REBDNTENTI-4
} REBDNTENT
COA END
STA. 1190+64.39
135.06’ RT
FREBRR-3
PROPOSED { US 380
} REB289EX
END RET WALL
{ US 380 STA. 1184+80
END RET WALL
[ US 380 STA. 1185+33
BEGIN RET WALL
{ US 380 STA. 1192+90
BEGIN RET WALL
[ US 380 STA. 1181+11
END RET WALL
STA. 1175+81
BEGIN RET WALL
{ US 380 1171+35BEGIN RET WALL
{ US 380 1170+63
BEGIN RET WALL
{ US 380
STA. 1198+09
END RET WALL
{ US 380
STA. 1202+33
END RET WALL
{ US 380
STA. 1202+58
BEGIN RET WALL [
US 380 STA.
1206+04
BEGIN RET WALL
{ US 380 STA.1206+04
CR 26
CR 26
COA END
STA. 1175+47.33
148.50’ RT
END COA
STA. 1186+09.25
135.85’ LT
} FREBDNT
END TAPER
} FRWBDNT 15+00.00
14’ LT
END TAPER
} FRWBDNT STA 15+99.98
37’ RT
END TAPER
} FRWBDNT STA 14+99.98
49’ RT
BEGIN TAPER
} FRWBDNT
STA 16+00.00
2’ LTPED RAMP
TY 8
END RET WALL
STA 1175+80
PED
RAMP
TY 1
PED RAMP
TY 8
PED RAMP
TY 1
PED
RAMP
TY 22
80’ R
PED RAMP
TY 1
PED RAMP
TY 1
100’ R
PED RAMP
TY 1
PED RAMP
TY 8
BEGIN RET WALL
{ US 380 STA 1181+11
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 8
PED
RAMP
TY 8
PED RAMP
TY 8
PED RAMP
TY 22
PED RAMP
TY 22
PED
RAMP
TY 8
PED RAMP
TY 22
FREBDNTEX-1
FREBDNTEX-2
} FREBDNTEX
COA END
STA. 1170+52.72
139.07’ LT
320’ LANE DROP
EXISTING ROW
FRWBLOVDNT-2
FRWBLOVDNT-3FRWBLOVDNT-1
COA BEGIN
STA. 1159+79.19
89.23’ LT
FRWBLOVDNT2
PROPOSED
EASEMENT
PROPOSED
EASEMENT
STA 1210+50
Dallas North Tollw ay
Dallas Pkw y
EXIT 1MILE
STA 1105+60
STA 1145+80
EXIT ONLY
Dallas North Tollw ay
Dallas Pkw y
EXIT ONLY
Dallas North Tollw ay
Dallas Pkw y
TEXAS
289
Preston Rd
1MILEEXIT
STA 1202+50
TEXAS
289
Preston Rd
…MILEEXIT
STA 1199+65TEXAS
289
Preston Rd
STA 1210+00
Dallas Pkw y
Dallas North Tollw ay
Dallas Pkw y
…MILEEXIT
Dallas North Tollw ay
STA 1158+40
1105+00 1110+00 1115+00 1120+00 1125+00 1130+00 1135+00 1140+00 1145+00 1150+00 1155+00 1160+00 1165+00 1170+00 1175+00 1180+00 1185+00 1190+00 1195+00 1200+00 1205+00 1210+00 1215+00
62
4.0
8
62
3.0
9
62
3.2
4
62
3.6
8
62
4.2
2
62
4.2
8
62
4.7
0
62
5.3
2
62
5.6
3
62
5.8
6
62
6.5
1
62
7.0
7
62
7.6
3
62
8.1
4
62
8.3
2
62
8.7
6
63
0.3
7
63
1.4
8
62
9.5
7
62
9.7
4
63
0.5
8
63
0.8
7
63
1.1
6
63
1.7
5
63
2.1
1
63
2.4
8
63
3.2
2
63
4.5
5
63
6.4
6
63
8.3
9
64
0.8
2
64
3.8
5
64
7.5
1
65
0.9
3
65
4.3
7
65
8.0
9
660.9
9
664.0
7
665.4
0
666.3
4
667.0
3
64
1.5
6
64
2.5
8
666.4
7
666.0
9
664.8
1
663.5
3
660.8
7
65
7.8
4
65
4.9
8
65
2.1
4
64
9.9
2
64
8.1
7
604.3
9
604.7
0
605.0
0
605.3
1
605.6
2
605.9
3
606.2
4
606.5
4
606.8
5
607.1
6
607.4
7
607.7
8
608.0
8
608.5
4
609.3
0
610.3
5
611.7
0
613.2
0
614.6
1
615.8
4
616.8
9
617.7
6
618.4
5
618.9
6
619.2
9
619.4
4
619.4
1
619.2
9
619.1
6
619.0
4
618.9
2
618.8
0
618.6
8
618.6
6
618.8
5
619.2
5
619.7
5
62
0.2
5
62
0.7
5
62
1.2
5
62
1.7
5
62
2.2
5
62
2.7
5
62
3.2
0
62
3.5
5
62
3.8
5
62
4.1
5
62
4.4
5
62
4.7
5
62
5.0
5
62
5.3
5
62
5.6
5
62
5.8
7
62
5.9
5
62
5.8
8
62
5.6
5
62
5.3
5
62
5.0
5
62
4.7
5
62
4.4
7
62
4.3
4
VPI STA= 1162+50.00
EL= 624.00’
(-)0.3063% (+)0.3003%
L = 150.00’
K = 247
ex = 0.11’
VPI STA= 1168+65.00
EL= 625.85’
(+)0.3003% (+)3.8
387%
L = 450.00’
K = 127
ex = 1.99’
VPI STA= 1178+85.00
EL= 665.00’
(+)3.8
387%
(-)3.8870%
L = 600.00’
K = 78
ex = -5.79’
VPI STA= 1188+30.00
EL= 628.27’
(-)3.8870%(+)
3.027
3%
L = 600.00’
K = 87
ex = 5.19’
VPI STA= 1204+20.00
EL= 676.40’
(+)3.0
273% (-)2.6906%
L = 400.00’
K = 70
ex = -2.86’
62
4.4
6
62
4.1
6
62
4.1
6
62
4.4
5
62
4.7
5
62
5.0
5
62
5.4
9
62
6.6
6
62
8.6
1
63
1.3
5
63
4.8
7
63
8.7
0
64
2.5
4
64
6.3
8
65
0.2
2
65
4.0
5
65
7.0
5
65
8.7
6
65
9.1
9
65
8.3
3
65
6.1
8
65
2.7
6
64
8.8
7
64
4.9
8
64
1.1
0
63
7.4
9
63
4.9
9
63
3.6
3
63
3.4
4
63
4.3
9
63
6.4
9
63
9.4
7
64
2.5
0
64
5.5
2
64
8.5
5
65
1.5
8
65
4.6
1
65
7.6
3
660.6
6
663.6
9
666.7
2
669.7
4
67
2.3
1
67
3.4
8
67
3.2
2
67
1.5
3
668.8
7
666.1
8
663.4
9
660.8
0
65
8.1
1
65
5.4
2
65
2.7
3
65
0.4
2
64
8.8
8
VP
C
ST
A 1161+7
5.0
0
EL
= 62
4.2
3’
VP
T
ST
A 1163
+2
5.0
0
EL
= 62
4.2
2’
VP
C
ST
A 1166
+4
0.0
0
EL
= 62
5.1
7’
VP
T
ST
A 117
0+90.0
0
EL
= 63
4.4
8’
VP
C
ST
A 117
5+8
5.0
0
EL
= 65
3.4
8’
VP
T
ST
A 118
1+8
5.0
0
EL
= 65
3.3
4’
VP
C
ST
A 118
5+3
0.0
0
EL
= 63
9.9
3’
VP
T
ST
A 1191+3
0.0
0
EL
= 63
7.3
5’
VP
C
ST
A 12
02
+20.0
0
EL
= 67
0.3
5’
VP
T
ST
A 1206
+20.0
0
EL
= 67
1.0
2’
VP
C
ST
A 12
13
+00.0
0
EL
= 65
2.7
3’
BEGIN BRIDGE
STA. 1175+81.20
EL= 653.34’
END BRIDGE
STA. 1181+11.22
EL= 655.86’
60’ 80’ 110’ 100’ 70’
110’
BEGIN BRIDGE
STA. 1202+45.39
EL= 671.07’
END BRIDGE
STA. 1205+92.03
EL= 671.72’
127’ 110’
24’-
5"
MIN
CL
R
16’-
6"
MIN
CL
R
16’-
6"
MIN
CL
R
16’-
6"
MIN
CL
R
16’-
6"
MIN
CL
R
62
2.5
7
VPI STA= 1154+00.00
EL= 626.60’
(+)0.3895% (-)0.3063%
L = 800.00’
K = 1150
ex = -0.70’
62
2.7
1
62
3.1
0
62
3.4
9
62
3.8
8
62
4.2
6
62
4.6
5
62
5.0
4
62
5.3
9
62
5.6
5
62
5.8
2
62
5.9
1
62
5.9
0
62
5.8
2
62
5.6
4
62
5.3
8
62
5.0
7
62
4.7
6
VP
T
ST
A 115
8+00.0
0
EL
= 62
5.3
8’
VP
C
ST
A 115
0+00.0
0
EL
= 62
5.0
4’
110’
|
FR
SB
RR
UT
UR
N
ST
A 1205
+23.83
BN
SF
RAI
LR
OA
D
|
DN
TW
ES
TU
TU
RN
ST
A 1176
+08.75
|
FR
SB
DN
T
ST
A 1176
+08.75
|
FR
NB
DN
T
ST
A 1180
+27.16
|
DN
TE
AS
TU
TU
RN
ST
A 1180
+74.16
|
FR
SB
RR
UT
UR
N
ST
A 1205
+23.83
N
B
B
C
C
TYPICAL SECTION B-B
N.T.S
TYPICAL SECTION A-A
N.T.S
ATYPICAL SECTION EXISTING US 380
N.T.S
380
15,200
(26,400)
[30,400]
15,800
(27,500)
[31,600]
13,100
(22,800)
[26,200]
13,100
(22,800)
[26,200]
4,300
(7,50
0)
[8,60
0]
5,3
00
(9,10
0)
[10,6
00]
2,6
00
(4,6
00)
[5,2
00]
1,700
(2,9
00)
[3,4
00]
5,9
00
(10,2
00)
[11,800]
5,4
00
(9,2
00)
[10,8
00]
6,00
0
(10,
400)
[12,
000]
500
(800)
[1,000]
US 380
DN
TD
NT
US 380
2,6
00
(4,6
00)
[5,2
00]
2,8
00
(4,9
00)
[5,6
00]
1,0
00
(1,7
00)
[2,0
00]
1,5
00
(2,6
00)
[3,0
00]
600
(1,1
00)
[1,2
00]
400
(7
00)
[8
00]
300
(500)
[600]
100
(200)
[200]
200
(4
00)
[4
00]
6,500
(11,400)
[13,000]
6,600
(11,500)
[13,200]
700
(1,100)
[1,400]
6,000
(10,500)
[12,000]
5,200
(9,200)
[10,400]
600
(1,000)
[1,200]
1,200
(2,000)
[2,400]
2010 (2030) [2040] TRAFFIC VOLUMES
A
TYPICAL SECTION D-D
N.T.S.
D
D
TYPICAL SECTION C-C
N.T.S
660
650
640
630
620
610
600
670
660
650
640
630
620
610
600
670
ROLL 1 OF 4 ROLL 1 OF 4
380
EXISTING GROUND
380
US380 PROPOSED PGL
DE
NT
ON
CO
UN
TY
CO
LLIN
CO
UN
TY
HORZ.
VERT.
0
SCALE IN FEET
105
0
SCALE IN FEET
50 100
US380 STA 1143+66.00
END CONCRETE PAVEMENT WIDENING
BEGIN FULL DEPTH
PAVEMENT RECONSTRUCTION
MA
TC
HLIN
E
US 3
80
ST
A.
12
14
+00
CSJ 013
5-11-018
SE
E
RO
LL 2
OF 4
MA
TC
HLIN
E
US 3
80
ST
A.
12
14
+00
CSJ 013
5-11-018
SE
E
RO
LL 2
OF 4
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:
JUNE 25, 2012JUNE 25, 2012
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