us 377 (45 mph) - keep it moving dallas · 2020. 10. 30. · us 377 sta 97+30.00 scale in feet date...
TRANSCRIPT
NB-001
EXI
ST
RO
W
EXI
ST
RO
W
SHLDRSHLDR LANE LANE
COLE RD
EXISTING TYPICAL SECTION
US 377
[
LANE LANESHLDR SHLDR
12" BASE2" (TY C) ACP SURFACE
2 COURSE SURFACE TREATMENT 2" (TY B) ACP LEVEL UP/OVERLAY
12' 10'1'
10'1'
12'
EXI
ST
RO
W
EXI
ST
RO
W
LANE
10:1
12' 14'
1.5%
CO
2' 4'
7.67'
LN
SHRD
WALL
RETAINING
(NOMINAL)
1' RAIL
RETAINING WALL
US 377
[
2%(USUAL)2%(USUAL)
PR
OP
RO
W
PR
OP
RO
W
14' 14'
1.5%
10.67'
(USUAL)4:1
CO
2'
PGL
1.5%
(USUAL)6:1
CO
2'
10.67'
LNSHRD
LNSHRD
54' BORDER 48' BORDER
(TYP)CURB (TY II)
2%(USUAL)2%(USUAL)
LEFT TURN
[
14' 14'
LNSHRD
LNSHRD
PGL
(TYP)
CURB (TY II)
1.5%
(USUAL)4:1
8.67'
5'
SW
2'CO
2'CO
2'
10.67'
1.5%
(USUAL)6:1
12'
EXISTING ROW 80'
20' BORDER 16' BORDER
EXI
ST
RO
W
EXI
ST
RO
W
SHLDRSHLDR LANE LANE
11' 11'
(0'-3') (9'-16') (9'-16') (0'-3')
(2'-4') (2'-4')
PROPOSED TYPICAL CONCRETE SECTION
US 377 SIDESTREETS
PROPOSED TYPICAL CONCRETE SECTION
US 377 SIDESTREETS
ROADWAY VAR VAR
LANE
2%(USUAL)
LANELANE
2%(USUAL)
LANE LTL
CURB (TY II) (TYP)
RTL
[
14' 12' 12' 12' 12' 14'
PGL
1.5% 1.5%
CO
2' 2'CO
8.67'
5'
SW CO
2'
(0'-12')
LN
SHRD
LANE
SHARED
8.67'
5'
SWCO
2'
(USUAL)4:1
2'
(USUAL)6:1
2'
(0'-10')
MEDIAN
(10'-20')
PROPOSED TYPICAL CONCRETE SECTION
US 377
PROPOSED ROW VAR (140'-285')
LANE
2%(USUAL)
LANELANE
2%(USUAL)
LANE
CURB (TY II) (TYP)
8.67'
[
14' 12' 12' 12' 12' 14'
5'
PR
OP
RO
W
PGL
1.5% 1.5%
SWCO
2' 2'CO
8.67'
5'
SW CO
2'LN
SHRD
LN
SHRD
(USUAL)4:1
2'
(USUAL)6:1
2'
PROPOSED TYPICAL CONCRETE SECTION
US 377
MEDIAN
VAR (10'-20')
CONC RIPRAP
433+24.66 TO 438+44.45
NORTHBOUND U TURNS
*NO SB SW FROM 400+00.00-450+94.14
*NO SB SW FROM 400+00.00-450+94.14
EXI
ST
RO
W
PR
OP/
EXI
ST
RO
W
PR
OP/
EXI
ST
RO
W
LANE LANE
[
2%(USUAL) 2%(USUAL)
BORDER BORDER
PGL
PROPOSED TYPICAL ASPHALT SECTION
US 377 SIDESTREET
VAR(10'-16')VAR(10'-16')
SHDR
(2'-0')
SHDR
(2'-0')
LANE LANE
[
2%(USUAL) 2%(USUAL)
BORDER BORDER
PGL
PROPOSED TYPICAL ASPHALT SECTION
US 377 SIDESTREET
EXI
ST
RO
W
EXI
ST
RO
W
VAR(9'-14') VAR(9'-14')
SHDR
(2'-0')
SHDR
(2'-0')
MEDIAN
(0'-12')
(18'-48') (10'-44')
EXISTING ROW 80'
(16'-28') (16'-28')
STA 1+03.08 TO STA 2+25.00
COLE RD
STA 0+49.69 TO STA 1+03.08
COLE RD
455+92.11 TO 465+00.00
438+44.45 TO 445+75.86
400+22.54 TO 433+24.66
US 377 SIDESTREETS
MAJOR COLLECTOR
EXISTING TYPICAL SECTION
US 377 SIDESTREETS
EXISTING TYPICAL SECTION
LOCAL ROAD (ASPHALT)
400+00.00 TO 465+00.00
455+50 TO 458+50 - LT SIDE
410+00 TO 415+00 - RT SIDE
401+00 TO 406+50 - RT SIDE
STA 0+35.00 TO STA 1+80.00
FM 3524 / E SHERMAN DR
FM 3524 / E SHERMAN DR
STA 1+80.00 TO STA 4+49.82
FM 3524 / E SHERMAN DR
445+75.86 TO 455+92.11
433+24.66 TO 438+44.45
400+00.00 TO 400+22.54
EXISTING ROW 120'
PROPOSED ROW VAR (130'-285')
ROADWAY 100'
ROADWAY VAR (100'-112')
ROADWAY VAR (24'-36')
ROADWAY VAR (24'-48')
ROADWAY 44'
ROADWAY 32'
PROPOSED ROW 134'
EXISTING ROW 80'
EXISTING ROW VAR (52'-126')
(15'-44') BORDER
(15'-155') BORDER
(20'-30') BORDER
(20'-155') BORDER
EXI
ST
RO
W
EXI
ST
RO
W
EXISTING ROW VAR (52'-126')
EXI
ST
RO
W
EXI
ST
RO
W
2'CO
EXI
ST
RO
W
450+94.14 TO 455+92.11
400+00.00 TO 400+22.54
NORTHBOUND LEFT TURNS
445+75.86 TO 450+94.14
SOUTHBOUND LEFT AND RIGHT TURNS
*
*
BEGIN CSJ: 0081-06-040
BEGIN PROJECT
US 377 STA 97+30.00
SCALE IN FEET
DATE APPROVED
US 377
DALLAS DISTRICT
DENTON COUNTY
PROJECT LOCATION
TRANSPORTATION
TEXAS DEPARTMENT OF
DENTON
AUBREYMUSTANG
HEBRON
BARTONVILLE
JUSTIN
ROANOKE
PONDER
KRUM
BOLIVAR SANGER
SHORESSHADY
POINT
OAK
WESTLAKE
CLUB
TROPHY
NORTHLAKE
ROLL of 15
050
DESIGN SCHEMATIC
CSJ: 0081-06-040
C
WI
SE
CO
COOK CO
CO
LLI
N
CO
DALLAS CO
GRAYSON CO
CO
DENTON
TARRANT CO
LEWISVILLE
ARGYLE
CORINTH
OAK
DOUBLE
407377
2181
1830
1171
423
720
121
MOUND
FLOWER
3040
CANYONCOPPER
35E
426
114
COLONY
THE
288
CREEKHICKORY
VILLAGEHIGHLAND
HACKBERRY
428
2934
2499
35W
720
407
2450
1173
380
156
1384
428
3772931
380
PARK
LINCOLN
ROADS
CROSS
1385
21642153
35
455455
PROJECT LENGTH: 13.776 MILES (72,734.66 FT)
TO: US 380
FROM: NORTH OF BUS 377E
END CSJ: 0081-06-040
END PROJECT
US 377 STA 824+64.66
VERTICAL SCALE 1" = 10'
HORIZONTAL SCALE 1" = 100'
THE PS&E PHASE OF THE PROJECT.
CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED DURING 10.
CURBS ON THE CROSS STREETS ARE TYPE II (UNLESS NOTED OTHERWISE).9.
THE EXISTING BUILDING STRUCTURE.
BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED ROW PHYSICALLY INTERSECTS8.
LOCATED WITHIN ACCESS DENIAL LIMITS SHOWN.
COORDINATION WITH THE LOCAL GOVERNMENT THAT THE DRIVEWAY IS A SAFETY ISSUE AND/OR IS
EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED DURING DETAILED DESIGN STAGE AND 7.
AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
EXISTING CULVERT LOCATIONS, SIZE AND ELEVATIONS WERE OBTAINED FROM RECORD DOCUMENTS 6.
DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB (UNLESS NOTED OTHERWISE).5.
SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL.4.
WITH THE LOCAL GOVERNMENTS.
OF MEDIAN OPENINGS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN COORDINATION
MEDIAN OPENINGS WERE DETERMINED IN COORDINATION WITH LOCAL GOVERNMENT. FINAL LOCATION 3.
EXISTING TOPO CURRENT AS OF 10-19-17.2.
PROPERTY OWNERSHIP DATA FROM D.C.A.D. 10-29-2019.1.
NOTES:
MOHAMED K. BUR, P.E. DISTRICT ENGINEER
all rights reserved
2020 by Texas Department of Transportation;
50 100
IN
S
SS
OR
P
E
F
ENI LANOG
ETAT
S
FO
AXET
ER
E
91101
LIC SEDEN
10/7/2020Dustin C. Ogle
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIAL
OCTOBER 2020TRAFFIC DATA PROVIDED BY OTHON, INC. ON 07-13-2020
TxDOT TPP APPROVAL GRANTED 09-22-2020
08/31/2020
BEGIN CSJ: 0081-06-040
BEGIN PROJECT
US 377 STA 97+30.00
SCALE IN FEET
DATE APPROVED
US 377
DALLAS DISTRICT
DENTON COUNTY
PROJECT LOCATION
TRANSPORTATION
TEXAS DEPARTMENT OF
DENTON
AUBREYMUSTANG
HEBRON
BARTONVILLE
JUSTIN
ROANOKE
PONDER
KRUM
BOLIVAR SANGER
SHORESSHADY
POINT
OAK
WESTLAKE
CLUB
TROPHY
NORTHLAKE
ROLL of 15
050
DESIGN SCHEMATIC
CSJ: 0081-06-040
C
WI
SE
CO
COOK CO
CO
LLI
N
CO
DALLAS CO
GRAYSON CO
CO
DENTON
TARRANT CO
LEWISVILLE
ARGYLE
CORINTH
OAK
DOUBLE
407377
2181
1830
1171
423
720
121
MOUND
FLOWER
3040
CANYONCOPPER
35E
426
114
COLONY
THE
288
CREEKHICKORY
VILLAGEHIGHLAND
HACKBERRY
428
2934
2499
35W
720
407
2450
1173
380
156
1384
428
3772931
380
PARK
LINCOLN
ROADS
CROSS
1385
21642153
35
455455
PROJECT LENGTH: 13.776 MILES (72,734.66 FT)
TO: US 380
FROM: NORTH OF BUS 377E
END CSJ: 0081-06-040
END PROJECT
US 377 STA 824+64.66
VERTICAL SCALE 1" = 10'
HORIZONTAL SCALE 1" = 100'
MOHAMED K. BUR, P.E. DISTRICT ENGINEER
all rights reserved
2020 by Texas Department of Transportation;
50 100
IN
S
SS
OR
P
E
F
ENI LANOG
ETAT
S
FO
AXET
ER
E
91101
LIC SEDEN
10/7/2020Dustin C. Ogle
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIAL
OCTOBER 2020
08/31/2020
LEGEND
(SEE PLAN)
LENGTH
45 MPH - 345' DECEL (USUAL)*
R=3'
R=90'
STORAGE
16'
6'
R=3'
100' TAPER (USUAL) R=90' 120'
70'16'
2'
16'
45 MPH - 215' DECEL 100' STORAGE
100' TAPER
42'
42'
38'
TXDOT RDM TABLE 3-3a
MODIFIED BY
* DECELERATION LENGTHS
SSX
50'16'
2'
16'
45 MPH - 215' DECEL 100' STORAGE
100' TAPER
42'
42'
665
665
665
670
670
670
670
670
670
670
670
670
670
670
675 675
675
675
675
675
675
675
675
675
675
675
680
680
680
680
680
680
680
680
680
680
680
680
680
680
680
685
685
685
685
685
685
685
690
690
690
690
690
690
690
690
690
690
695
WMWM
WM
WM
EM
FH
T WMWM
WM
T
WM WM
WV
WM
WM
WM WMWM
WM
WM WM
3:1 MAX
4:1 USUAL
3:1 MAX4:1
USUAL(USUAL)
4.17%
(USUAL)
2.60%
(USUAL)
2.60%
(USUAL)
4.17%
4:1 MAX
6:1 USUAL4:1
MAX6:1 USUAL
MAX USUAL
4:1 6:1 4:1 MAX
6:1 USUAL
TYPICAL SECTIONS
ELM
LITTLE
TRAFFIC DIAGRAMS
ELM
LITTLE
R=200'R=100'
TYPICAL MEDIAN DETAIL(NOT TO SCALE)
R=10'
R=60'
R=107' R=42'
R=10'
R=60'
(NOT TO SCALE)
TYPICAL LOON DETAIL
R=100'R=200'
R=10'
R=60'
(NOT TO SCALE)
R=100'R=200'
HOODED LEFT TURN MEDIAN DETAIL
EXISTING DRAINAGE EASEMENT
CITY LIMITS
COUNTY LIMITS
PROPOSED CONC SIDESTREET PAV
PROPOSED ASPH SIDESTREET PAV
FUTURE PAVEMENT BY OTHERS
PROPOSED CONC DRIVEWAY
PROPOSED ASPH DRIVEWAY
PROPOSED SIDEWALK
PROPERTY LINES
PROPOSED CENTERLINE
ROADWAY REMOVAL
PARCEL IDENTIFICATION NUMBER
PROPOSED DRAINAGE EASEMENT
POTENTIAL DISPLACEMENT
POTENTIAL IMPACT
5' CONTOUR ELEVATION DELINEATIONS
PROPOSED RETAINING WALL
EXISTING FEMA FLOOD PLAIN
PROPOSED CONC PAVEMENT
PROPOSED ASPH TRANSITION PAVEXISTING R.O.W.
PLAN FUTURE R.O.W.
DENTON COUNTY THOROUGHFARE
PROPOSED R.O.W.
EXISTING DITCH FLOW LINE
DIRECTION OF TRAFFIC
EXISTING WATER
EXISTING OVERHEAD ELECTRIC
UTILITY DISCLAIMER
EXISTING GAS
INFORMATION.
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE UTILITY
EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER
PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL
A SUE QUALITY LEVEL B INVESTIGATION WAS PERFORMED. THE UTILITIES SHOWN ON THE
EXISTING RAILROAD R.O.W.
CURVE DATA
COORDINATION WITH THE LOCAL GOVERNMENTS.
DETERMINED IN THE PS&E DEVELOPMENT PHASE IN
LOCATION OF MEDIAN OPENINGS WILL BE
COORDINATION WITH LOCAL GOVERNMENT. FINAL
MEDIAN OPENINGS WERE DETERMINED IN
NOTE:
COORDINATION WITH THE LOCAL GOVERNMENTS.
DETERMINED IN THE PS&E DEVELOPMENT PHASE IN
LOCATION OF MEDIAN OPENINGS WILL BE
COORDINATION WITH LOCAL GOVERNMENT. FINAL
MEDIAN OPENINGS WERE DETERMINED IN
NOTE:
COORDINATION WITH THE LOCAL GOVERNMENTS.
DETERMINED IN THE PS&E DEVELOPMENT PHASE IN
LOCATION OF MEDIAN OPENINGS WILL BE
COORDINATION WITH LOCAL GOVERNMENT. FINAL
MEDIAN OPENINGS WERE DETERMINED IN
NOTE:
RIPRAP (STONE PROTECTION)
677.6
691.2
677.5
671.3
669.3
672.6
691.9 CURVE DATA TABLE
OWNER INFORMATION TABLE
SUPERELEVATION TABLE
674.74
674.39
674.03
673.68
673.33
672.97
672.62
672.26
671.91
671.70
671.80
672.05
672.30
672.42
672.30
672.05
671.84
671.86
672.17
672.73
673.32
673.90
674.49
675.08
675.67
676.26
676.85
677.44
678.02
678.61
679.10
679.41
679.52
679.44
679.26
679.09
678.91
678.74
678.67
678.81
679.06
679.31
679.56
679.81
680.06
680.31
680.56
680.81
681.16
681.72
682.48
683.45
684.52
685.58
686.65
677.20
677.37
677.55
677.72
677.90
678.07
678.25
678.38
678.21
677.69
676.87
676.00
675.25
674.74
674.46
674.42
674.62
675.05
675.60
676.15
676.70
677.22
677.53
677.60
677.43
677.02
676.40
675.75
675.10
674.45
673.90
673.55
673.30
673.04
672.79
400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00455+00 460+00 465+00
674.0
674.3
674.6
674.9
675.2
675.4
675.6
675.9
676.1
676.1
676.1
676.0
676.0
675.7
675.5
675.1
674.8
674.3
673.9
673.2
672.6
671.9
671.3
670.8
670.5
670.4
670.4
670.6
670.9
671.4
672.0
672.8
673.6
674.4
675.2
675.8
676.5
676.9
677.3
677.5
677.8
677.8
677.8
677.7
677.6
677.6
677.5
677.4
677.2
677.2
677.3
677.4
677.7
678.1
678.5
678.9
679.5
680.2
681.0
682.0
683.0
684.0
685.0
686.2
687.0
687.9
688.8
689.6
690.2
690.7
691.0
691.1
690.9
690.8
690.5
690.3
689.8
688.8
687.8
686.6
685.5
684.3
682.9
681.5
680.3
679.1
678.4
677.8
677.4
677.3
677.4
677.6
677.7
677.9
678.2
678.5
678.7
679.0
679.4
679.6
679.7
679.8
679.8
679.6
679.3
679.0
678.4
677.7
676.9
676.2
675.7
675.3
675.4
675.4
676.1
676.5
676.9
677.2
677.6
677.9
678.1
678.1
678.0
677.8
677.4
676.9
676.5
676.0
675.6
675.3
674.8
687.72
688.66
689.34
689.76
689.91
689.81
689.45
688.82
687.94
686.92
685.91
684.89
683.88
682.86
681.85
680.83
679.97
679.40
679.13
679.15
679.29
679.17
678.76
678.09
677.49
677.11
676.96
677.02
671.28
671.49
671.79
672.28
672.87
673.46
674.05
674.63
675.10
675.34
675.34
675.10
TO BE REMOVED
EXIST 42" RCP
TO BE REMOVED
EXIST 30" RCP
TO BE REMOVED
EXIST 30" RCP
TO BE REMOVED
EXIST 2-36" RCPEL=665.19
STA 413+30.57
PROP 3-30" RCP
EL=671.75
STA 444+97.86
BOX CULVERT
PROP 3-5'X2' CONC
EL=668.87
STA 455+64.56
BOX CULVERT
PROP 3-4'X2' CONC
[
[
ELEV 671.06
HW100
ELEV 669.01
HW25
ELEV 676.46
HW100
25
ELEV 675.76
HW
ELEV 675.57
HW100
ELEV 675.00
HW25
ELEV 671.91
HW100
ELEV 671.42
HW25
ST
A 450
+94.14
EL 678.23
FM 3524/
E
SH
ER
MA
N
DR
AT [
PGL
AT [
EXIST GROUND
VPI STA 411+00.00
EL 671.55
(-)0.71%(+)0.50%
L = 100.00
K = 83
ex = 0.15'
VPI STA 413+00.00
EL 672.55
(+)0.50% (-)0.50%
L = 100.00
K = 100
ex = -0.12'
VPI STA 415+00.00
EL 671.55
(-)0.50%(+)1.
18%
L = 150.00
K = 89
ex = 0.31'
VPI STA 422+00.00
EL 679.79
(+)1.18% (-)0.35%
L = 200.00
K = 131
ex = -0.38'
VPI STA 425+50.00
EL 678.56
(-)0.35% (+)0.50%
L = 100.00
K = 118
ex = 0.11'
VPI STA 431+00.00
EL 681.31
(+)0.50%(+)
2.14%
L = 200.00
K = 122
ex = 0.41'
VPI STA 444+00.00
EL 678.50
L = 100.00
K = 373
ex = 0.03'
VPI STA 452+00.00
EL 678.60
(+)0.35% (-)1.73%
L = 150.00
K = 72
ex = -0.39'VPI STA 455+00.00
EL 673.40
(-)1.73%(+)1.1
0%
L = 300.00
K = 106
ex = 1.06'
VPI STA 459+50.00
EL 678.35
(+)1.10% (-)1.30%
L = 250.00
K = 104
ex = -0.75'
VPI STA 463+00.00
EL 673.80
(-)1.30%(-)0.51%
L = 100.00
K = 126
ex = 0.10'
VPI STA 436+00.00
EL 692.00
(+)2.1
4% (-)2.03%
L = 400.00
K = 96
ex = -2.08'
VPI STA 442+50.10
EL 678.80
(-)2.03%(+)0.35%
L = 200.00
K = 84
ex = 0.59'
VPI STA 444+50.10
EL 679.50
(+)0.35%
(-)1.42%
L = 150.00
K = 85
ex = -0.33'
VPI STA 446+50.00
EL 676.67
(-)1.42% (+)0.35%
L = 200.00
K = 113
ex = 0.44'
ST
A 444
+13.97
EL 679.29
CO
LE
RD
EL 671.91
ST
A 410
+50.00
EL 671.80
ST
A 411
+50.00
EL 672.30
ST
A 412
+50.00
EL 672.30
ST
A 413
+50.00
EL 671.93
ST
A 414
+25.00
EL 672.43
ST
A 415
+75.00
EL 678.61
ST
A 421
+00.00
EL 679.44
ST
A 423
+00.00
EL 678.74
ST
A 425
+00.00
EL 678.81
ST
A 426
+00.00
EL 680.81
ST
A 430
+00.00
EL 683.45
ST
A 432
+00.00
EL 687.72
ST
A 434
+00.00
EL 687.94
ST
A 438
+00.00
EL 680.83
ST
A 441
+50.10
EL 679.15
ST
A 443
+50.10
EL 678.09
ST
A 445
+50.00
EL 679.24
ST
A 443
+75.10
EL 678.44
ST
A 445
+25.10
EL 677.02
ST
A 447
+50.00
EL 678.34
ST
A 451
+25.00
EL 677.30
ST
A 452
+75.00
EL 676.00
ST
A 453
+50.00
EL 675.05
ST
A 456
+50.00
EL 676.97
ST
A 458
+25.00
EL 676.72
ST
A 460
+75.00
EL 674.45
ST
A 462
+50.00
EL 673.55
ST
A 463
+50.00
EL=671.84
STA 424+69.65
BOX CULVERT
PROP 2-5'x3' CONC
VPI STA 401+50.00
EL 671.70
(+)0.41%(+)1.
18%
L = 100.00
K = 131
ex = 0.10'
VPI STA 405+00.00
EL 675.81
(+)1.18% (-)0.71%
L = 200.00
K = 106
ex = -0.47'
EL 671.49
ST
A 401
+00.00
EL 672.28
ST
A 402
+00.00
EL 674.63
ST
A 404
+00.00
EL 675.10
ST
A 406
+00.00
(10,400)
9,100
6,400
(2,800)
2,400
1,600
(2,900)
2,500
1,800
(11,900)
10,400
7,400
(9,900)
8,700
6,200
(12,300)
10,800
7,700
(500)
400
300
(2,400)
2,100
1,500
(2,300)
2,000
1,400
(9,600)
8,400
6,000
(500)
400
200
(10,100)
8,800
6,300
US 377
N.T.S.
(999)-YEAR 2055 ADT
999-YEAR 2045 ADT
999-YEAR 2025 ADT
LEGEND
US 377
E
SH
ER
MA
N
DR
FM 3524
PR
OP
EXI
ST
6 6
UPRR
CO
LE
RD
FM 3524/E
SHER
MA
N
DR
UPRR
(SEE DETAIL)
TRUCK U-TURN LOON
145' TAPER
100' TAPER
345' DECELERATION
100' STORAGE
STA 455+64.56
BOX CULVERT
PROP 3-4'X2' CONC
STA 444+97.86
BOX CULVERT
PROP 3-5'X2' CONC
STA 413+30.57
PROP 3-30" RCP
ROADWAY SECTION FUNCTIONAL CLASSDESIGN SPEED
FM 3524/E SHERMAN DR
COLE RD
US 377
30 MPH
30 MPH
45 MPH
ROADWAY SECTION FUNCTIONAL CLASSDESIGN SPEED
FM 3524/E SHERMAN DR
COLE RD
US 377
30 MPH
30 MPH
45 MPH
640
650
660
670
680
690
700
710
720
640
650
660
670
680
690
700
710
720
EXI
ST
PR
OP
TRIB
UT
AR
Y 10
TO
PE
CA
N
CR
EE
K
UN-
NA
ME
D
TRIB
UT
AR
Y
TRIB
UT
AR
Y 10.1
TO
PE
CA
N
CR
EE
K
UN-
NA
ME
D
TRIB
UT
AR
Y
TRIB
UT
AR
Y 10.1
TO PEC
AN
CREEK
UN-
NA
MED
TRIB
UT
AR
Y
US 377 (45 mph)
100' TAPER
345' DECELERATION
100' STORAGE
STA 424+69.65
BOX CULVERT
PROP 2-5'X3' CONC
TRIB
UT
AR
Y 10.2
PE
CA
N
CR
EE
K
100'RURAL MAJOR COLLECTOR
LOCAL
URBAN PRINCIPAL ARTERIAL
RURAL MAJOR COLLECTOR
LOCAL
URBAN PRINCIPAL ARTERIAL
NB-077
NB-078
NB-079 NB-080NB-081
NB-082
NB-083
SB-093 SB-094
SB-095
SB-096SB-097
SB-098
NB-084
NB-085
NB-086
NB-087 NB-088
SB-099
SB-100
SB-101
SB-102
NB-089 NB-090 NB-091
NB-092
NB-076
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
0+00
5+00
400+00
405+00
410+00
415+00
420+00
425+00
430+00
435+00
440+00
445+00 450+00 455+00 460+00 465+00
CENTERLINE US 377 CURVE DATA
CURVE NO. CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS DEGREE TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT
14 P_377-14 404+90.05 7174491.14 2436231.72 1 35' 29.76" 6480.00 0 53' 03 90.01 180.01 S 6 53' 39. 180.00 404+00.05 405+80.05 S 7 41' 24. S 6 05' 54.
15 P_377-15 406+70.06 7174312.14 2436212.60 1 35' 29.76" 6480.00 0 53' 03 90.01 180.01 S 6 53' 39. 180.00 405+80.05 407+60.06 S 6 05' 54. S 7 41' 24.
16 P_377-16 426+58.44 7172341.63 2435946.52 10 58' 21.28" 5729.58 1 00' 00 550.31 1097.26 S 2 12' 13. 1095.58 421+08.13 432+05.39 S 7 41' 24. S 3 16' 56.
17 P_377-17 440+83.88 7170915.18 2436028.33 8 03' 53.78" 6548.09 0 52' 3 461.62 921.71 S 0 45' 00. 920.95 436+22.26 445+43.97 S 3 16' 56. S 4 46' 57.
CENTERLINE FM 3524/ E SHERMAN RD CURVE DATA
CURVE NO. CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS DEGREE TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT
SS23 P_SHERMAN1 3+12.23 7169906.61 2435748.30 37 09' 10.46" 333.00 17 12' 2 111.91 215.93 N 71 20' 15. 212.17 2+00.32 4+16.25 N 52 45' 40. N 89 54' 50.
PARCEL NO. OWNER'S NAME SITUS ADDRESS ACRES
NB-076 MIDWAY BAPTIST CHURCH 9540 US 377 5.00
NB-077 GOOD, CURTIS R 9470 US 377 20.64
NB-078 GOOD, CURTIS R & KAREN R 9470 US 377 13.95
NB-079 AUBREY 80 PARTNERS LTD 1513 S US 377 20.00
NB-080 AUBREY 80 PARTNERS LTD - 9.15
NB-081 DIETZ, ROGER D & SALLIANNE US 377 6.52
NB-082 DIETZ, ROGER D & SALLIANNE US 377 13.58
NB-083 AUBREY 80 PARTNERS LTD - 24.65
NB-084 DAVID, J RAYMOND 8834 HIGHWAY 377 8.45
NB-085 EQUINE MEDICAL ASSOC INC 8720 S US 377 4.01
NB-086 EQUINE MEDICAL ASSOC INC 8720 S US 377 0.86
NB-087 FREEDOM CORNERSTONE LLC 9432 COLE RD 2.01
NB-088 NORTH WEST RANCH LTD 8620 US 377 2.02
NB-089 HNH HOLDINGS LTD 8600 US 377 1.65
NB-090 DEVINE PARTNERS LLC 8500 US 377 1.73
NB-091 BIG D COMMERCIAL VENTURES LLC 8448 US 377 20.00
NB-092 BIG D COMMERCIAL VENTURES LLC 1549 S US 377 52.60
SB-093 MOORE, GAIL S TRUSTEE OF MOORE REVOCABLE TRUST - 24.71
SB-094 MILLER, WAYNE L TR OF THE MILLER LIVING TRUST - 9.47
SB-095 VENABLE ESTATES LTD - 10.69
SB-096 FRIENDSHIP CABLE OF TEXAS INC 8835 HIGHWAY 377 1.07
SB-097 DENNARD'S FARM SUPPLY INC 8767 S US 377 2.73
SB-098 VENABLE ESTATES LTD US 377 4.35
SB-099 VENABLE ESTATES LTD 8491 US 377 4.38
SB-100 PENNINGTON, ROSELITA 8437 US 377 1.34
SB-101 REED, BOBBY GENE 8407 HIGHWAY 377 4.00
SB-102 SHEEDER, MILES & OLLIE 8293 HIGHWAY 377 2.71
SOUTHBOUND STATION SUPERELEVATION e% NORTHBOUND STATION SUPERELEVATION e%
407+00.00 4.0% 407+00.00 -4.0%
411+10.00 2.0% 411+10.00 -2.0%
412+60.00 -2.0% 412+60.00 -2.0%
449+40.00 -2.0% 449+40.00 -2.0%
449+90.00 -1.5% 449+90.00 -1.5%
452+15.00 -1.5% 452+15.00 -1.5%
452+65.00 -2.0% 452+65.00 -2.0%
MA
TC
HLI
NE
ST
A. 465
+00.00
CSJ: 0081-06-040
MA
TC
HLI
NE
ST
A 465
+00.00
CSJ: 0081-06-040
MA
TC
HLI
NE
ST
A 400
+00.00
CSJ: 0081-06-040
MA
TC
HLI
NE
ST
A 400
+00.00
CSJ: 0081-06-040
[ FM 3524/E SHERMAN DR.STA.5+00.00
[ US 377 STA.450+94.14=
[ COLE RD.STA. 0+00.00
[ US 377 STA. 444+13.97=
STA. 2+25.00
END COLE RD.
STA. 0+35.00
BEGIN E. SHERMAN DR
50' TAPER
75' DECELERATION
100' STORAGE
R=140', 40',140' (TYP)
17
100' TAPER
345' DECELERATION
100' STORAGE
PROP ROW
EXIST ROW
US 377 [
PROP ROW
PROP ROW
PROP ROW
EXIST ROW
PROP ROW
US 377
PROP ROW
EXIST ROW
US 377 [
PROP ROW
PROP ROW
SS23
R=15'
R=25'
R=15'
R=25'
R=25'
R=30'R=30'
R=30'
R=25'
R=25'
R=25'
R=25' R=25'
R=15' R=15' R=25'
R=25' R=15'16
14
15
STA 406+50
END RET WALL
STA 415+00
END RET WALL
STA 410+00
BEGIN RET WALL
STA 455+50
BEGIN RET WALL
STA 458+50
END RET WALL
EXIST RR ROW
EXIST RR ROW
80' TAPER
PR
OP
EA
SE
ME
NT
EXIS
T
EAS
EM
EN
T
EXIS
T
EAS
EM
EN
T
R=50'(TYP)
EA
SE
ME
NT
PR
OP
EXIST RR ROW
EXIST ROW
R=25'
EASEMENT EXIST
EASEMENTPROP
PROP ROW
STA 401+00
END RET WALL
100' TAPER
345' DECELERATION
100' STORAGE
R=140', 40',140' (TYP)
US 377
PROP ROW
EXIST ROW
EXIST ROW
EXIST R
OW
DENNARD'S FARM SUPPLY
EQUINE MEDICAL ASSOCIATES
PROPANE GAS
NORTHWEST
TEXAS MASTERCRAFT
GROUP, PC
HAUGHTON LAW
ROCKSTAR WELDING LLC BEBO'S AND KATHY'S CAFE TWIN CITIES SOUTH TRAILERS
MIDWAY CHURCH