Embed Size (px)
Citation preview
FLOW
PGL
2'
2.0%
1'
LANE LANE
PGL
FOC
12'
12' 14'
FO
C
0.5'
2'
1'
PR
OP
RO
W
1.5%
VARIES
15'USUAL
4:1(MAX)6:1
(USUAL)
1.5%
6'
SD
WL
K
2'
FO
C
FO
C
18'
50'
1'
12'
1'
2.0%4:1(MAX)
6:1(USUAL)
1.5%1.5%
0.5'
6'
SD
WL
K
2'
LANE
14'
FOC
LANE
12'
FOC
VARIES
15' USUAL 50'
PGL
PR
OP
RO
W
FO
C
MEDIAN
ROW VARIES (120' MIN - 155' MAX)
PROPOSED FM 1641
LANE
FUTURE
LANE
FUTURE
42'
PROPOSED FM 548
[ FM 548
[ FM 1641
STA. 10+81.90 TO STA. 240+00.00
STA. 13+00.00 TO STA. 23+82.00
45' 45'
VARIES 28'-42'
3'
SHLDR
11'
LANE
11'
LANE
3'
SHLDR
[ FM 1641
6:1 USUAL3:1 MAXUSUAL4:
1
3:1
MAX6:1 USUAL
3:1 MAX
EXI
ST
RO
W
EXI
ST
RO
W
2%2%
EXISTING FM 1641STA. 10+81.90 TO STA. 296+90.00
10
+00
POT 10+00.00
15+00
20+00
PT 23
+82.00
30"
WL
FL
OW
FLOW
FL
OW
FL
OW
FL
OW
FLOW
4" HDPE GAS
12" WATER
8" WATER
8" WATER
12" WATER
12" WATER
20" RCC
WATER
8"
WATER 1
2"
WATER
6" WATER
4" HDPE GAS
-0.50 %
STA = 13+00.00
EL = 471.50
-0.50 % +0.65 %
L = 150.00
K = 130
ex = 0.22'
STA = 23+00.00
EL = 478.00
+0.65 % +1.14 %
STA = 31+00.00
EL = 487.10
+1.14 % -0.35 %
L = 150.00
K = 101
ex = -0.28'
STA = 37+00.00
EL = 485.00
-0.35 % +0.35 %
+0.35 % -0.35 %
STA = 45+00.00
EL = 486.06
-0.35 % +0.38 %
STA = 62+00.00
EL = 492.52
+0.38 %+2.
05 %
L = 150.00
K = 90
ex = 0.31'
STA = 69+50.00
EL = 507.86
+2.05
% -1.40 %
L = 1,200.00
K = 348
ex = -5.17'
EL
=471.88
VP
C 12
+25.00
EL
=471.99
VP
T 13
+75.00
EL
=486.25
VP
C 30
+25.00
EL
=486.84
VP
T 31
+75.00
EL
=492.23
VP
C 61
+25.00
EL
=494.05
VP
T 62
+75.00
EL
=495.58
VP
C 63
+50.00
PROPOSED GRADE
FM 1641
EXISTING GROUND
FM 1641
EXISTING GROUND
FM 1641
PROPOSED GRADE
FM 1641
ROCK HOUND RD
[
FOX HOLLOW BLVD
[
CURRENCY CIRCLE
[
MONITOR BLVD
[
CLASSIC LN
[
N PROFIT ROW
[
S PROFIT ROW
[
NICOLE LN
[
10
100
10
100
DS ] = 475.71
PROPOSED 10'x5' SBC
STA 42+70
[ CULVERT 2
DS ] = 485.68
PROPOSED 7'x3' SBC
STA 60+74
[ CULVERT 3
+0.50 %
L = 150.00
K = 308
ex = 0.09'
EL
=477.51
VP
C 22
+25.00
EL
=478.85
VP
T 23
+75.00
L = 150.00
K = 214
ex = 0.13'
EL
=485.26
VP
C 36
+25.00
EL
=485.26
VP
T 37
+75.00
STA = 42+50.00
EL = 486.93
L = 150.00
K = 214
ex = -0.13'
EL
=486.67
VP
C 41
+75.00
EL
=486.67
VP
T 43
+25.00
L = 150.00
K = 205
ex = 0.14'
EL
=486.32
VP
C 44
+25.00
EL
=486.34
VP
T 45
+75.00
EL=472.41
MATCH FM 548 PROPOSED PROFILE STA. 13+00.00
STA 10+81.90
BEGIN CSJ 1217-01-019
BEGIN FM 1641 PROPOSED PROFILE
Classic Ln
XX,XXX - 2025 ADT
XX,XXX - 2045 ADT
XX,XXX - 2055 ADT
- TRAVEL DIRECTION
100
650875
125175200
100125150
875150200225
75
125
525700800
125150
300425475
850
700100125150
225 275200
425600700
250325375
175250275
29,400
Rock Hound Rd
150200225
Monitor Blvd
175250275
11,10015,600
17,500
1,0251,4501,625
18,67526,225
19,42527,27530,550
8,05011,30012,650
11,37515,97517,900
7,57510,62511,900
1,3251,8752,100
12,50014,000
8,900
9,07512,75014,275
100
8,75012,27513,775
325475500
8,600
12,07513,525
5075
8,65012,15013,625
8,85012,40013,925
875
7,97511,200
12,550
1,200
1,375 250275
975 175
1,5251,350
7,675
10,80012,100
7,82511,00012,325
8,15011,45012,825
1,2501,400
100125150
5,5757,8508,775
1,000
1,3751,9002,150
1,0001,125
1,2001,325
5,7258,0509,025
1,5752,2002,475
6,3508,9009,975
6,5259,175
10,300
150200250
6,3758,97510,050
6,2008,7009,750
100255075
6,2758,8009,875
6,4009,02510,125
100175
6,3008,8509,900
125175
175250
6,1508,6259,675
6,3258,8759,950
6,4759,10010,175
6,0758,5509,575
6,3008,8509,900
6,6009,250
10,375
6,7259,45010,600
FM 548 Fox Hollow Blvd
Nicole Ln
Entrance 1
Henderson Elementary School
Entrance 2
Henderson Elementary School
LEGEND
BIDDING OR PERMIT PURPOSES
NOT INTENDED FOR CONSTRUCTION
FOR INTERIM REVIEW ONLY
8,05011,30012,650
FM 688US 80
21,05329,59433,129
17,95025,13028,145
2,1673,0343,398
5,0637,088
7,939
3,6424,8475,429
2,6853,7594,210
15,99022,49625,190
TRAFFIC PROJECTIONS BASED ON NCTCOG TDM AND CORRIDOR INFORMATION PACKET PROVIDED BY TPP NOVEMBER 14, 2019
472.50
472.00
471.72
472.15
472.80
473.45
474.10
474.75
475.40
476.05
476.70
477.35
478.00
479.14
480.28
481.41
482.55
483.69
484.83
485.96
486.82
486.75
486.40
486.05
485.70
485.35
485.00
485.35
485.70
486.05
486.40
486.75
486.76
486.41
486.06
486.44
486.82
487.20
487.58
487.96
488.34
488.72
489.10
489.48
489.86
490.24
490.62
491.00
491.38
491.76
492.14
492.83
494.56
496.57
498.33
499.80
500.98
501.88
502.49
502.81
502.85
502.60
502.06
501.23
500.12
471.8
472.0
472.7
473.4
474.1
474.5
475.5
476.2
476.8
477.4
477.8
478.1
479.0
479.9
480.9
482.2
483.6
484.9
486.2
487.2
487.9
488.0
488.1
487.9
487.5
487.3
487.0
486.6
486.4
486.4
486.0
486.2
486.9
486.8
486.1
486.4
486.5
486.6
486.5
487.4
487.7
488.0
487.7
488.4
488.9
489.6
490.1
489.9
489.9
490.4
490.4
491.2
492.5
494.4
498.2
501.1
502.0
502.6
503.1
503.1
503.0
503.0
502.6
502.1
501.3
10
+00
POT 10+00.00
POT 13+00.0015+00 20+00 25+00 30+00 35+00 40+00 45+00
50+00 55+00
60+00
65+00
70+00
75+00
PT 15
+44.82
PC 44
+53.67
PT 45
+94.51
PC 48
+79.27
PT 50
+06.50
PC 57
+76.40
PT 59
+47.61
PC 60
+79.32
PT 65
+74.30
10
+00
PC 10+00.00
PT 10+87.57
PC 13+00.00
HW =480.84
HW =482.46
HW =488.83
HW =489.78
8" WATER
6" WATER
6" PE GAS
20" RCC WATER8" WATER
6" PE GAS
4" PE GAS
8" WATER
6" PE GAS
20" RCC WATER
8" WATER
6" WATER
6" PE GAS
8" WATER
8" WATER
20" RCC WATER
2" PE GAS
6" WATER
6" WATER
3" GAS HP
8" WATER
8" WATER
6" WATER3" PE GAS
3" GAS HP
8" WATER
6" WATER
6" PE GAS
3" PE GAS
8" WATER
8" WATER
3" PE GAS
3" GAS PE
8" WATER
6" WATER
6" PE GAS
2" PE GAS INSIDE OF 12" CASING
2" PE GAS
8" WATER
2" PE GAS INSIDE OF 4" CASING
8" WATER
6" WATER
2" PE GAS
8" WATER
2" PE GAS
6" PE GAS
20" RCC WATER
6" WATER
8" WATER
8" WATER
18" WATER
18" WATER
6" PE GAS
18" WATER
20" RCC WATER
STA = 14+06.90
EL = 471.88
-0.50 %-0.50 %
STA = 15+06.90
EL = 471.38
+1.08 %
L = 200.00
K = 127
ex = 0.39'
STA = 19+41.90
EL = 476.09
+1.08 %-2.
28 %
L = 350.00
K = 104
ex = -1.47'
EL
=472.10
VP
T 21
+16.90
EL
=474.20
VP
C 17
+66.90
EL
=472.46
VP
T 16
+06.90
EL
=471.88
VP
C 14
+06.90
+0.67 %
FM 1641
[
FM 688
[
DS ] = 466.00
PROP 2-7'x3'SBC
STA 10+23
[ CULVERT 1
10
100
EL=466.96
STA 23+41.90
MATCH EXISTING GRADE
END FM 548 PROPOSED PROFILE
467.92
467.3
470.20
470.6
472.47
472.7
474.11
475.1
474.78
476.4
474.50
475.8
473.47
475.0
472.39
474.3
471.76
473.6
471.91
472.4
472.41
471.8
2.0%
LANE
PR
OP
RO
W
0.5'FOC2'
30'
PR
OP
RO
W
PGL
30'
4:1(MAX)
6:1(USUAL)
11'
2.0%
LANE
0.5'FOC 2'
4:1(MAX)6:1
(USUAL)
11'
[ MONITOR BLVD
ROW 60'
1' 1'
EXISTING/PROPOSED MONITOR BLVDSTA. 11+50.00 TO STA. 13+00.00
2.0%4:1(MAX)
6:1(USUAL)
PR
OP
RO
W
FOCFOC
PGL
2.0%
4:1(MAX)6:1
(USUAL)
FOC 2'2'
LANE LANE
11'
LANE
11'
LANE
11.5' 11.5'
PR
OP
RO
W
4'
ROW 130'
2'
0.5' 0.5'
27'40' 27' 40'
[ FM 548
EXISTING/PROPOSED FM 548 STA. 11+90.00 TO STA. 13+00.00
2.0%4:1(MAX)
6:1(USUAL)
LANE
11'
PR
OP
RO
W
2' FOCFOC
PGL
LANE
11.5'
2.0%
4:1(MAX)6:1
(USUAL)
LANE
11'
PR
OP
RO
W
2'FOCFOC
LANE
11.5'
[ FM 688
2'
ROW 230'
2'
0.5' 0.5'
90' 90'25' 25'
EXISTING/PROPOSED FM 688STA. 10+50.00 TO STA. 12+00.00
STA = 11+30.00
EL = 473.15
+3.9
5 %
+2.00
%
L = 101.92
K = 52
ex = -0.25'
EL
=471.14
VP
C 10
+79.04
EL
=474.17
VP
T 11
+80.96
PROPOSED PROFILE
FM 688
EL=474.55
STA 12+00.00
END CONSTRUCTION
EXISTING GROUND
FM 688
EL=469.99
STA 10+50.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
FM 548
[
471.92
474.55
+2.30
%
+2.30
%
EL=486.38
STA 13+00.00
END CONSTRUCTION
PROPOSED PROFILE
MONITOR BLVD
EXISTING GROUND
MONITOR BLVD
EL=482.93
STA 11+50.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
FM 1641
[
480.7
482.2
483.6
486.8
484.08
486.38
KAUFMAN
TERRELL
R
Texas Department
of Transportation
DATE
BIDDING, OR PERMIT PURPOSES
NOT INTENDED FOR CONSTRUCTION,
SUBJECT TO REVISIONS
PRELIMINARY
THE DIRECT SUPERVISION OF:
SCHEMATIC PREPARED BY OR UNDER
Lina T. Ramey & Associates, Inc.
TBPE Registration No. F-782
Farmers Branch, Texas 75234
3320 Belt Line Rd
ROLL OF 4
3
SCALE (IN MILES)
6 9 120
DALLAS DISTRICT
KAUFMAN COUNTY
C 2020
C 2020 by Texas Department of Transportation, All Rights Reserved
NAMEBARRY D. HEARD
P.E. NUMBER85478
P.E. NUMBER88525
Scale: Vertical 1"=10'
Scale: Horizontal 1"=100'
NAMEKARA K. HUFFMAN
DISTRICT ENGINEER
MOHAMED K. BUR, P.E.
FM 548 / FM 1641
PRELIMINARY DESIGN SCHEMATIC
DALLAS DISTRICT
FEBRUARY 2020
FEBRUARY 19, 2020
CROSS-ST DESIGN SPEED: 30 MPH
FM 548/FM 1641 DESIGN SPEED: 45 MPH
FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
KAUFMAN COUNTY
PROJECT LENGTH: 0.22 MILES
PROJECT LENGTH: 5.42 MILES
CSJ: 2588-01-020
FM 548 FROM: FM 1641 TO: US 80
CSJ: 1217-01-019
FM 1641 FROM: FM 548 TO: FM 148
FM 548 STA. 23+82.00END CSJ: 2588-01-020 FM 1641 STA. 10+81.90
BEGIN CSJ: 1217-01-019
FM 1641 STA. 296+90.00END CSJ: 1217-01-019
FM 548 STA . 11+90.00BEGIN CSJ: 2588-01-020
KAUFMAN
TERRELL
LEGEND:
PROPOSED MAINLANES
EXISTING ROW
PROPOSED ROW
PROPOSED CENTERLINE/BASELINE
DIRECTION OF TRAVEL
PROPOSED CROSS STREETS
PROPOSED SIDEWALKS
FUTURE PROJECT BY OTHERS
PROPOSED ROW BY OTHERS
EXISTING EASEMENT
RIPRAP
CURVE NUMBERXXXXX
INFORMATIONAL PURPOSES ONLY.
OBTAINED FROM RECORD DOCUMENTS AND ARE SHOWN FOR
9. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS
FROM ELLIS COUNTY APPRAISAL DISTRICT (JUNE 2018).
8. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED
UPON FEMA FLOOD INSURANCE RATE MAP 48139C0050F.
7. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED
UNCURBED PAVEMENT (UNLESS OTHERWISE NOTED).
6. DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF
RECONSTRUCTION WILL BE REMOVED.
BRIDGES LOCATED WITHIN LIMITS OF PROPOSED
5. UNLESS OTHERWISE NOTED, EXISTING PAVEMENT AND
DEVELOPMENT IN COORDINATION WITH LOCAL GOVERNMENT.
4. MEDIAN OPENING LOCATIONS TO BE DETERMINED IN PS&E
ISSUE.
WITH THE CITIES THAT THE DRIVEWAY WILL BE A SAFETY
DETERMINED DURING DETAILED DESIGN AND COORDINATION
3. EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS
COORDINATION BETWEEN TxDOT AND LOCAL GOVERNMENTS.
DETERMINED DURING THE FINAL DESIGN THROUGH
LOCATIONS OF ADA RAMPS AND SIDEWALKS WILL BE
2. ADA RAMPS ARE NOT DEPICTED ON THE PLAN. THE EXACT
NOVEMBER 2017 AND SEPTEMBER 2018.
ARE BASED ON EXISTING PLANS AND AERIAL SURVEYS DATED
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS
NOTES:
ELECTRIC LINE
WATER LINE
GAS LINE
NTMWD WATER LINE
R
Texas Department
of Transportation
DATE
BIDDING, OR PERMIT PURPOSES
NOT INTENDED FOR CONSTRUCTION,
SUBJECT TO REVISIONS
PRELIMINARY
THE DIRECT SUPERVISION OF:
SCHEMATIC PREPARED BY OR UNDER
Lina T. Ramey & Associates, Inc.
TBPE Registration No. F-782
Farmers Branch, Texas 75234
3320 Belt Line Rd
ROLL OF 4
3
SCALE (IN MILES)
6 9 120
DALLAS DISTRICT
KAUFMAN COUNTY
C 2020
C 2020 by Texas Department of Transportation, All Rights Reserved
NAMEBARRY D. HEARD
P.E. NUMBER85478
P.E. NUMBER88525
Scale: Vertical 1"=10'
Scale: Horizontal 1"=100'
NAMEKARA K. HUFFMAN
DISTRICT ENGINEER
MOHAMED K. BUR, P.E.
FM 548 / FM 1641
PRELIMINARY DESIGN SCHEMATIC
DALLAS DISTRICT
FEBRUARY 2020
FEBRUARY 19, 2020
CROSS-ST DESIGN SPEED: 30 MPH
FM 548/FM 1641 DESIGN SPEED: 45 MPH
FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
KAUFMAN COUNTY
PROJECT LENGTH: 0.22 MILES
PROJECT LENGTH: 5.42 MILES
CSJ: 2588-01-020
FM 548 FROM: FM 1641 TO: US 80
CSJ: 1217-01-019
FM 1641 FROM: FM 548 TO: FM 148
FM 548 STA. 23+82.00END CSJ: 2588-01-020 FM 1641 STA. 10+81.90
BEGIN CSJ: 1217-01-019
FM 1641 STA. 296+90.00END CSJ: 1217-01-019
FM 548 STA . 11+90.00BEGIN CSJ: 2588-01-020
2.0%
LANE LANE
12' 14'
PR
OP
RO
W
4:1(
MA
X)
6'
SD
WL
K
38'
2.0%4:1(MAX)
6:1(USUAL)
6'
SD
WL
K
LANE
14'
LANE
12'
[ FM 1641
38'
PR
OP
RO
W
2' FOC
0.5'
2'
VARIES
1.5%1.5%
0.5'
FOC
VARIES
PGL
4:1(MAX)
ROW VARIES (135' USUAL - 155' MAX)
2'
2' 2'
20'
TWLTL
VARIES
0-20'
PROPOSED FM 1641STA. 240+00.00 TO STA. 296+90.00
44'USUAL - 64' MAX15' USUAL
+0.67 %
EXISTING GROUND
FM 548
PROPOSED PROFILE
FM 548
FM 1641
[
EL=471.67
STA 11+90.00
MATCH EXISTING PAVEMENT
BEGIN CSJ 2588-01-020
BEGIN FM 548 PROPOSED PROFILE
472.41
471.8
471.74
470.9
471.2
471.7
100'
STORAGE
345'
100'
TAPER
UNLESS OTHERWISE NOTED
TYPICAL LEFT-TURN BAY DETAIL
DECELERATION
FM 688
FM 1641FM 1641
460
465
470
475
480
485
490
495
500
505
460
465
470
475
480
485
490
495
500
505
510
520
515
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXI
ST
RO
W
EXIST ROW
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
MO
NIT
OR
BL
VD PROP ROW
11
[ FM688
20" WATER LINE
20' WATER LINE EASEMENT
30" WATER LINE
20' WATER LINE EASEMENT
[ FM1641
[ MONITOR BLVD
20' WATER LINE EASEMENT
20" WATER LINE
EASEMENT
EXISTING
460
465
470
475
480
485
490
495
500
505
460
465
470
475
480
485
490
495
500
505
510
520
515
FM 688 MONITOR BLVD
465
470
475
10+00 11+00 12+00
490
485
480
475
13+0012+0011+0010+00
15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00
PROP ROW
STA 11+50.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
LIFE CHURCH
COMMUNITY
SCHOOLELEMENTRYHENDERSON
WB1 WB1 WB2
WB2 WB4 WB5
WB7
WB8
WB10 WB10
WB11 WB13
WB10
WB10
WB14
WB16
WB17
WB18
WB18
WB9
WB12
WB10
WB15
EB1
EB2
EB3EB3 EB3
EB4 EB5 EB5
EBFR
US 80
US 80
TR
OP
HY
TR
BU
GLE
CA
LL
RD
RO
CK
HO
UN
D
RD
WHITE PORCH AVE
FO
X
HO
LL
OW
RD
LEAFY GLADE RD
FO
GG
Y
BR
AN
CH
TR
AN
NS
WA
Y
PA
RK
SID
E
RD
N
PR
OFIT
RO
W
S
PR
OFIT
RO
W
CU
RR
EN
CY
CIR
CL
ASSIC
LN
NIC
OLE
LN
15+00
STA 10+50.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION UP
RR
CURVE FM16416
CURVE XFM5481
SIGNALIZED INTERSECTION
[ FM548
FO
RN
EY
CIT
Y
LIM
ITS
TO BE REMOVED
36" RCPEXISTING
TO BE REMOVED
10'X5' CULVERTEXISTING PROP R
OW FM16411
FM16412 FM16413FM16414
FM16415
50'
R 50'
R
15'
R
15'
R
50'
R
30'
R
30'
R
15'
R
15'
R
15'
R15'
R
15'
R
15'
R
15'
R
15'
R15'
R
15'
R
30'
R
30'
R
15'
R
15'
R
15'
R
15'
R
15'
R
15'
R
30'
R
30'
R
30'
R
50'
R
50'
R50'
R 50'
R20'
R20'
R20'
R
20'
R
20'
R
20'
R
30'
R
30'
R
20'
R
20'
R
15'
R 20'
R
20'
R
15'
R
15'
R
15'
R
15'
R
15'
R
15'
R
30'
R
WB6
PROPOSED 2-7'X3' MBC
TO BE REMOVED
EXISTING 6'X3' CULVERT
WB3
EXI
ST
RO
W
FM 548
50'
R
WB3
[ FM548 STA 13+00.00
[ FM1641 STA 10+81.90=
BEGIN CSJ 1217-01-019
STA 11+90.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
BEGIN CSJ 2588-01-020
[ FM 688 STA 12+00.00
[ FM 548 STA 20+19.83=
FM 548
FM5481
[ MONITOR BLVD STA 13+00.00
[ FM1641 STA 44+13.94=
SIGNALIZED INTERSECTION
US80 FRONTAGE ROAD
13+00
FM 548
[
STA. 10+23
CULVERT 1
PROPOSED 7'X3' SBC
STA. 60+74
CULVERT 3
PROPOSED 10'X5' SBC
STA. 42+70
CULVERT 2
CURVE NO. DELTA DEGREE TANGENT LENGTH RADIUS PI STA PC STA PT STA
FM548-1 4° 00' 49.61" (RT) 4° 35' 01.18" 43.8015' 87.5671' 1,250.00' 10+43.80 10+00.00 10+87.57
FM548-2 45° 51' 45.09" (RT) 4° 14' 19.25" 571.8651 1082.0000' 1,351.74' 18+71.87 13+00.00 23+82.00
FM1641-1 23° 05' 35.92" (LT) 4° 14' 19.25" 276.1603' 544.8231' 1,351.74 12+76.16 10+00.00 15+44.82
FM1641-2 1° 09' 10.07" (RT) 0° 49' 06.64" 70.4228' 140.8408 7,000.00' 45+24.09 44+53.67 45+94.51
FM1641-3 1° 02' 29.05" (LT) 0° 49' 06.64" 63.6175' 127.2315' 7,000.00' 49+42.89 48+79.27 50+06.50
FM1641-4 5° 52' 26.45" (RT) 3° 25' 51.19" 85.6800' 171.2098' 1,670.00' 58+62.08 57+76.40 59+47.61
FM1641-5 7° 05' 24.23" (LT) 1° 25' 56.62" 247.8062 494.9798 4,000.00' 63+27.12 60+79.32 65+74.30
ST
A 23
+82.00
EN
D
CSJ: 2588-01-020
BE
GI
N
PR
OJ
EC
T
[ FM 548
25'
R
25'
R
FM 548 FM 1641
10+00
CSJ: 2588-01-020
FM 548
ST
A. 14
+00
MA
TC
H
LI
NE
CSJ: 2588-01-020
FM 548
ST
A. 14
+00
MA
TC
H
LI
NE
13+0015+00
ID
PROPERTYNAME MAILING ADDRESS
WB1 NFM 548 LLC 123 CENTRAL AVE NW, ALBUQUERQUE, NM 87102
WB2 NEW HORIZON ENTERPRISES INC PO BOX 2633, FORNEY, TX 75126
WB3 MOUNTAINPRIZE INC PO BOX 2437, SMYRNA, GA 30081-2437
WB4 WALLACE TERRELL/FOURNEY PROPERTIES LL117 MANOR DR, HEATH, TX 75032
WB5 PARTNEY CHARLES F & GRETCHEN 2194 VZ CO RD 4707, BEN WHEELER, TX 75754-0387
WB6 C LIFE CHURCH AKA COMMUNITY LIFE CHURCH, PO BOX 3209, FORNEY, TX 75126
WB7 L & K J GROUP INC DBA CLASSIC CARWASH, 16066 O CONNER AVE, FORNEY, TX 75126
WB8 DAL BAC MFG CO PO BOX 225, FORNEY, TX 75126
WB9 PETREA STACEY PO BOX 1139, FORNEY, TX 75126
WB10 SEALY SW FORNEY LLC SEALY ACQUISITIONS LLC, 333 TEXAS ST STE 1050, SHREVEPORT, LA 71101
WB11 FORNEY MEMORIAL VFW POST PO BOX 1678, FORNEY , TX 75126
WB12 GUTIERREZ JOSE ALFREDO & MARIA 10874 FM 740, FORNEY, TX 75126
WB13 WILLIAMS KAREN 11816 CLASSIC LN, FORNEY, TX 75126
WB14 S K W HOLDINGS LTD PO BOX 1917, FORNEY, TX 75126
WB15 ABOX PAPERBOARD MIKE GOODY, PO BOX 2639, FORNEY, TX 75126
WB16 WOODS MARVIN & BRIDGITT 11625 NICOLE LN, FORNEY, TX 75126
WB17 MORROW RHONDA R 11610 NICOLE LANE, FORNEY, TX 75126
WB18 MC SPADDEN JOE E & KAREN PO BOX 2607, FORNEY, TX 75126
EB1 S K W HOLDINGS LTD PO BOX 1917, FORNEY, TX 75126
EB2 LUCKY THREE FORNEY CROSSING LLC 3471 MAIN HWY SUITE 411, MIAMI, FL 33133
EB3 MCA FORNEY INVESTMENT LTD 8350 N CENTRAL EXPRESSWAY, SUITE M-1020, DALLAS, TX 75206
EB4 BLERIOT FORNEY #1 LTD 12160 ABRAMS RD STE 509 LB 30, DALLAS, TX 75243
EB5 FORNEY ISD 600 S BOIS D ARC, FORNEY, TX 75126
EB6 FIRST PRESBYTERIAN CHURCH KATHY COLLIER, PO BOX 98, FORNEY, TX 75126
STA 23+82.00
END CSJ 2588-01-020
BEGIN PROJECT
MA
TC
H
LI
NE
ST
A. 75
+00
MA
TC
H
LI
NE
ST
A. 75
+00
230'
220'360' 360'
EL=472.41
MATCH FM 1641 PROPOSED PROFILE STA. 11+81.90
FM 548 STA 13+00.00
HW =469.47
HW =470.37
HW =469.47
HW =470.37
