Embed Size (px)
Citation preview
E
E E E
T
T T
W
T
T
T
E
T
W
T
T T
W
TT
TS
T
WWW
T
T
T
TT
TT
T
T
T
W
TT
T
TS
T
T
T
T
T T
T
T
T
SD
T
T
T
T
W
T
T
T
W
G2
HH
HH
HH
HH
HH
HH
HH
HH
HH
TC
HH
] = 612.95
[ WILSON CREEK @ PROP [
(+)1.50
%
(+)3.3
0 %
[ US 380
[ CR 853
[ CR 933
VP
C 343
+73.00
EL
= 736.46
APPROX. ] = 687.22
48" WATER LINE
& DEPTH UNKNOWN
GASLINE SIZE
(-)0.50 %
STA = 346+48.00
ELEV = 735.08'
(-)0.50 %(-)4.50 %
L = 550.00'
K = 137
STA = 355+35.71
ELEV = 695.14'
(-)4.50 %(+)0.75
%
L = 750.00'
K = 143
E = 4.92'
STA = 368+50.00
ELEV = 704.99'
(+)0.75 %
(-)5.00 %
L = 650.00'
K = 113
E = -2.75'
VP
T 349
+23.00
VPC 351+60.71
EL = 712.01
EL
= 722.71 E = -4.67'
VP
T 359
+10.71
EL
= 697.95
VP
C 365
+25.00
EL
= 702.56
VPT 371+75.00
EL = 688.74
656.9
655.9
660.5
656.4
649.2
643.6
653.99
651.99
649.99
647.99
645.99
643.26
STA = 383+36.64
ELEV = 647.19'
L = 250.00'
K = 89
E = 0.87' STA = 392+22.54
ELEV = 642.76'
L = 625.00'
K = 735
E = 0.66'
STA = 421+77.77
ELEV = 639.23'
L = 150.00'
K = 231
E = 0.12'
STA = 428+23.84
ELEV = 645.69'
L = 225.00'
K = 82
E = 0.77'
[ CR 857
[ CR 858
[ WILMETH RD
[ WILSON CREEK TRAIL
VPC 372+59.42
EL = 684.52
VP
C 382
+11.64
EL
= 651.31
VPT 384+61.64
EL = 646.56
VP
C 389
+10.04
EL
= 644.32
VP
T 395
+35.04
EL
= 643.85
VP
C 421
+02.77
EL
= 638.97
VP
T 422
+52.77
EL
= 639.98
VP
C 427
+11.34
EL
= 644.57
VP
T 429
+36.34
EL
= 649.91
SIZE & DEPTH UNKNOWN
UNDERGROUND ELECTRIC
EL = 675.81
VPT 374+69.42
(-)5.00 %(-)3.30 %
(-)3.30 %(-)0.50 %
(-)0.50 % (+)0.35 %
(+)0.35 % (+)1.00 %
(+)1.00 %
(+)3.7
5 %
STA = 373+64.42
ELEV = 679.27'
L = 210.00'
E = 0.45'
K = 124
STA = 398+77.55
ELEV = 645.05'
(+)0.35 % (+)1.60
%
L = 300.00'
K = 240
E = 0.47'
STA = 404+49.93
ELEV = 654.21'
(+)1.60
% (-)1.50 %
L = 450.00'
K = 145
STA = 415+86.52
ELEV = 637.16'
(-)1.50 % (+)0.35 %
L = 250.00'
E = 0.58'
VP
C 397
+27.55
EL
= 644.53
VP
T 400
+27.55
EL
= 647.45
EL
= 650.61
VP
C 402
+24.93
VP
T 406
+74.93
EL
= 650.84
E = -1.74'
EL = 639.04
VPT 417+11.52
EL = 637.60
K = 135
VPC 414+61.52
BEGIN PERMANENT CONSTRUCTION
EL=654.21
[ WILMETH RD STA 18+89.31
END PERMANENT CONSTRUCTION
EL=649.55
[ WILMETH RD STA 21+22.32
BEGIN TEMP PAVEMENT
FUTURE ROADWAY
EL=641.00
[ WILMETH RD STA 24+66.00
END TEMP PAVEMENT
[ FM 2478
VP
C
STA = 23+48.00
ELEV = 645.03'
(-)2.00 % (-)3.40 %
L = 100.00'
K = 71
VP
C
VP
T
E = -0.17'
731.7
735.0
737.3
738.0
737.6
738.2
738.3
738.1
737.2
735.3
732.8
728.7
724.9
720.4
716.5
712.3
708.5
705.5
703.2
701.6
700.3
699.4
701.0
701.7
702.2
703.0
703.7
704.5
705.2
705.3
704.8
703.2
700.7
697.3
693.0
688.3
683.6
679.3
675.6
672.5
669.6
666.8
663.7
660.8
657.6
654.7
651.8
649.4
647.6
646.3
645.4
644.7
643.9
643.3
642.7
642.7
642.5
642.6
642.8
642.9
643.0
642.9
642.5
644.4
648.6
651.6
655.3
659.5
659.5
654.6
651.2
643.4
638.7
612.9
636.0
637.1
637.3
638.0
636.7
636.2
636.3
636.5
636.6
636.6
635.6
638.5
640.5
641.8
643.0
644.8
646.9
649.0
651.6
654.6
737.82
737.32
736.82
682.56
678.29
674.80
671.50
668.20
664.90
661.60
658.30
655.00
651.70
648.84
647.09
646.37
645.87
645.37
644.87
644.37
643.93
643.62
643.44
643.41
643.51
643.74
644.08
638.26
638.61
638.96
639.51
640.45
641.45
642.45
643.45
644.45
645.93
648.63
652.30
644.43
644.89
645.75
647.03
648.61
650.21
651.62
652.36
652.41
651.77
650.46
648.96
647.46
645.96
644.46
642.96
641.46
735.24
736.30
733.45
730.94
727.69
723.72
719.24
714.74
710.30
706.42
703.25
700.77
699.00
697.92
697.55
697.87
698.62
699.37
700.12
700.87
701.62
702.37
702.87
702.51
701.27
699.15
696.14
692.24
687.49
639.96
638.51
637.67
637.56
637.91
CONTROLLED BY FM 2478
PROFILE & X-SLOPE
MATCH EXISTING ROADWAY
EL=700.85
[ CR 853 STA 20+48.00
BEGIN CONSTRUCTION
EL=710.84
[ CR 853 STA 21+82.50
END CONSTRUCTION
(+)2.0
0 %
(+)6.0
0 %
STA = 20+53.50
ELEV = 701.18'
(+)1.50
%
STA = 20+58.50
ELEV = 701.26'
STA = 21+55.00
ELEV = 708.98'
(+)8.00
%
L = 5.00'
K = 4
E = -0.01'
(+)6.7
7 %
VP
CV
PT
701.4
705.3
712.0
718.3
723.6
726.3
699.89
704.58
MATCH EXISTING ROADWAY
CONTROLLED BY FM 2478
PROFILE & X-SLOPE
(-)6.50 % (-)1.50 %
EL=691.85
[ CR 933 STA 19+52.00
END CONSTRUCTION
EL=695.89
[ CR 933 STA 18+73.00
BEGIN CONSTRUCTION(-)2.00 %
STA = 19+29.60
ELEV = 692.22'
L = 25.00'
K = 5
E = 0.16'
STA = 19+46.50
ELEV = 691.96'
VP
C
VP
T
687.1
695.0
701.3
700.1
694.1
690.3
694.14
690.89 CONTROLLED BY FM 2478
PROFILE & X-SLOPE
MATCH EXISTING ROADWAY
(-)2.00 %
(+)6.0
0 %
(+)1.50
%
(-)8.00
%
VP
C
VP
T
EL=676.68
[ CR 857 STA 20+48.00
BEGIN CONSTRUCTION
EL=663.15
[ CR 857 STA 23+21.00
END CONSTRUCTION
STA = 20+48.00
ELEV = 676.68'
STA = 20+53.50
ELEV = 677.01'
STA = 20+73.50
ELEV = 677.31'
L = 30.00'
K = 3 STA = 22+45.00
ELEV = 663.59'
(-)1.30 %
L = 68.00'
K = 10
E = 0.57'
VP
C
VP
T
E = -0.36'
678.6
670.5
665.1
662.9
661.9
661.8
677.64
675.19
667.19
662.87
CONTROLLED BY FM 2478
PROFILE & X-SLOPE
MATCH EXISTING ROADWAY
(-)2.00 %
(+)6.0
0 %
(+)1.50
%
VP
CV
PT
EL=645.70
[ CR 858 STA 20+48.00
BEGIN CONSTRUCTION
EL=645.77
[ CR 858 STA 21+23.00
END CONSTRUCTION
STA = 20+48.00
ELEV = 645.70'
STA = 20+53.50
ELEV = 646.03'
STA = 20+63.00
ELEV = 646.17'
(-)0.67 %
L = 10.00'
K = 5
E = -0.03'
648.3
645.9
646.1
647.6
646.66
645.92
CONTROLLED BY FM 2478
PROFILE & X-SLOPE
MATCH EXISTING ROADWAY
EL=639.19
[ WILSON CREEK STA 18+86.50
BEGIN CONSTRUCTION
EL=638.97
[ WILSON CREEK STA 19+52.00
END CONSTRUCTION
(-)1.50 %
(-)2.00 %
STA = 19+18.30
ELEV = 639.50'
(+)0.98 %
L = 50.00'
K = 20
STA = 19+46.50
ELEV = 639.07'
VP
C
VP
T
E = -0.16'
638.3
638.5
640.5
636.3
639.31
638.00
MATCH EXIST ROADWAY
EL=654.04
[ WILMETH RD STA 118+89.31
EL=667.46
[ WILMETH RD STA 115+25.00
BEGIN TEMP PAVEMENT
END TEMP PAVEMENT
STA = 117+70.44
ELEV = 656.42'
(-)4.50 %(-)2.00 %
L = 200.00'
K = 80
E = 0.62'
VP
C
VP
T
(-)4.20 %
668.5
665.1
662.7
660.6
664.09
659.64
656.14
643.546
43.44
643.49
643.11
643.546
43.44
SDWLK
CONC
1.5% 2% USUAL
PR
OP
RO
W
PR
OP
RO
W
PROPOSED FM 2478 TYPICAL SECTION
2% 2%
22' USUAL22' USUAL
3'5'
2'
TYP
3' 5'
SDWLK
CONC
1.5%
SDWLK
CONC
22' USUAL22' USUAL
3'5' 3' 5'
SDWLK
CONC
1.5%
2'
TYP
2% USUAL 1.5%
PR
OP
RO
W
PROPOSED FM 2478 TYPICAL SECTION
PR
OP
RO
W
2% USUAL
2% USUAL
WITH SINGLE LEFT TURN LANE
SDWLK
CONC
5' 3'
1.5%
2'
TYP
2% USUAL
PR
OP
RO
W
3' 5'
SDWLK
CONC
1.5%
PR
OP
RO
W
2% USUAL
PROPOSED FM 2478 TYPICAL SECTION
LANE
TURN
RIGHT
16'16'
EXISTING FM 2478 TYPICAL SECTION
5/16"/FT
EXI
ST
RO
W
EXI
ST
RO
W
24' BASE CROWN
32' SUBGRADE CROWN
6:1 USUAL2:1 MAX
6:1 USUAL
4' TYP
4:1 USUAL2:1 MAX
EXISTING FM 2478 TYPICAL SECTION
5/16"/FT
EXI
ST
RO
W
EXI
ST
RO
W
5/16"/FT
22' BASE CROWN
30' SUBGRADE CROWN
6:1 USUAL
3:1 MAX
4' TYP
5/16"/FT
4:1 USUAL2:1 MAX
2:1 MAX
3:1 USUAL
4:1 USUAL3:1 MAX3:1 MAX
4:1 USUAL
4:1 USUAL3:1 MAX
4:1 USUAL3:1 MAX
14' 14'
LANE LANE
14'
LANE
14'
LANE
14'
LANE
14'
LANE
LANE
SHARED USE
LANE
SHARED USE
LANE
SHARED USE
LANE
SHARED USE
LANE
SHARED USE
PGLPGL
PROP [ FM 2478
PROP [ FM 2478
PROP [ FM 2478
VARS 140'-185'
VARS 138'-217'
VARS 140'-175'
TRUNK LOCATION (TYP)
10' 10'
LANE LANE
10'
LANE
10'
LANE
2'
54' 66'
TRUNK LOCATION (TYP)
TRUNK LOCATION (TYP)
48' 48'
2' 2'
2' 2'
48' 48'
2' 2'
2% 2%
2% 2%
RAISED MEDIAN
LANE
FUTURE
16'
LANE
FUTURE
LANE
FUTURE
MEDIAN
FUTURE RAISED
MEDIAN
RAISED
FUTURE
6'
MEDIAN
RAISED
FUTURE
6'
2' 2'
LANE
FUTURE
2' 2'
LANE
FUTURE
2' 2'
WITH LEFT & RIGHT TURN LANES
11'
11'
11'
11'
11'
11' 11'10'
11'10'11'
11'
SDWLK
CONC
5' 3'
1.5%
2'
TYP
2% USUAL VARIES
PR
OP
RO
W
3' 5'
SDWLK
CONC
1.5%
PR
OP
RO
W
2% USUAL
PROPOSED FM 2478 TYPICAL SECTION
12'
LANE
TURN
RIGHT
WITH DUAL LEFT TURN LANES & RIGHT TURN LANE
16'16' 12'
LANE
LEFT TURN
10'
LANE
TURN
LEFT
14' 11'
LANE
14'11'
LANE
LANE
SHARED USE
LANE
SHARED USE
48' 72'
TRUNK LOCATION (TYP)
PGL
3:1 MAX
4:1 USUAL
PGL
PGL
PGL
2'
3:1 MAX
4:1 USUAL
3:1 MAX
4:1 USUAL
3:1 MAX
4:1 USUAL
(TYP)
TY II CURB
(TYP)
TY II CURB
(TYP)
TY II CURB
(TYP)
TY II CURB
10'
LANE
LEFT TURN
11'
LANE
FUTURE
1'
LANE
LEFT TURN
LANE
FUTURE
11'
1'
10' 12'
LANE
FUTURE
LANE
FUTURE
SDWLK
CONC
5' 3'
1.5%
2'
TYP
2% USUAL
PR
OP
RO
W 3' 5'
SDWLK
CONC
1.5%
PR
OP
RO
W
2% USUAL
PROPOSED FM 2478 TYPICAL SECTION
12'
LANE
TURN
RIGHT
16'16' 14'
LANE
14'
LANE
LANE
SHARED USE
LANE
SHARED USE
PROP [ FM 2478
VARS 140'-213'
48'
TRUNK LOCATION (TYP)
2' 2'
2% 2%
RAISED MEDIAN
MEDIAN
RAISED
FUTURE
16'
LANE
FUTURE
2' 2'
WITH LEFT & RIGHT TURN LANES
11'10'11'
11'
PGL
3:1 MAX
4:1 USUAL
3:1 MAX
4:1 USUAL
(TYP)
TY II CURB
LANE
LEFT TURN
LANE
FUTURE
11'
1'
12'
LANE
FUTURE
72'
90' USUAL 100' USUAL
VARS 138'-147'
PROP [ FM 2478
STA 411+86.00 TO 414+96.00
STA 384+91.00 TO 388+06.00
STA 374+64.00 TO 377+79.00
STA 370+35.00 TO 373+50.00
STA 355+87.00 TO 359+02.00
STA 479+78.00 TO 482+93.00
STA 473+61.00 TO 476+76.00
STA 469+20.00 TO 472+35.00
STA 464+97.00 TO 468+12.00
STA 457+54.00 TO 460+69.00
2'2'
2'
2' 2'2' 2'
VARS (17.4'-69.3')VARS (0'-74.8') VARS (0'-65.2')VARS (27.8'-76.0')
VARS (0'-44.3') VARS (32.4'-72.3')
2'
2'
USE LANE
SHARED
0'-12' 2'
VARS (20.5'-76') VARS (18'-69.5')
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXIST ROW EXIST ROW
EXI
ST
RO
W
EXIST ROW
VARS (55'-76') VARS (11.5'-58')
STA 501+04.00 TO 507+89.00
STA 492+97.00 TO 499+82.00
STA 341+01.00 TO 347+37.00
VARS (20.5'-35')VARS (47.5'-48')VARS (42.5'-45')VARS (21.6'-25')
VARS (50' - 86') VARS (10'-50')
STA 438+69.00 TO 445+54.00
STA 398+28.00 TO 405+13.00
STA 446+65.00 TO 456+54.00
STA 410+63.16 TO 411+86.00
STA 406+30.00 TO 409+13.16
MEDIAN
RAISED
6'11'
LANE
11'
LANE
9'19'
RAISED MEDIAN
MEDIANRAISED
RAISED MEDIAN
VAR 9'-19'VAR 9'-19'
RAISED MEDIAN
VAR 21'-31'19'
VAR 9'-19'VAR 9'-31'
VARS (34.8'-106')VARS (0'-20.7')
STA 507+89.00 TO 508+55.00
STA 484+00.00 TO 492+97.00
STA 477+84.00 TO 479+78.00
STA 472+35.00 TO 473+61.00
STA 461+69.00 TO 464+97.00
STA 456+54.00 TO 457+54.00
STA 416+01.00 TO 438+69.00
STA 388+06.00 TO 398+28.00
STA 377+79.00 TO 383+93.00
STA 359+02.00 TO 370+35.00
STA 347+37.00 TO 354+88.00
VARS (0'-32')VARS (20'-83.3')
STA 340+95.95 TO 500+43.01 STA 500+43.01 TO 508+55.00
JUNE 2016
ROLL 1 OF 2
COLLIN COUNTY
DALLAS DISTRICT
LAVON
LAKE
3364
DALLAS DISTRICT
137
SCALE 0 1 2 3 4 5 6 MILES
N
GRAYSON CO.
DALLAS CO. ROCKWALL CO.
MARILEE
CELINA
RHEA
MILLS
WESTONANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADALAVON
WYLIE
MURPHYPLANO
SHEPTON
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA
HU
NT
CO.
DE
NT
ON
CO.
544
289
3193
2478
544
2514
2551
2170
5 75
2170
1378
1378 2514
78 544205
3652755
1138
6
1778
1138
78
509
982
3286
547
547
6
1777
66
1827
75
982
1377
2756
2194
446
380
455
121
2862
3133160 78
981
1562
981
78
78
545
543
455
75 5
5
1461
289
483
455
428
455
2478
439
439
1193
2478
380
75
3038359
2933
720
289
2934
720
33
121
546
COLLIN COUNTY
FANNIN CO.
3356
3412
LUCAS
ALLEN
2786
KEY TO COUNTIES
C 2016 by Texas Department of Transportation; all rights reserved.
District Engineer
James K. Selman, P.E.
STA 340+95.95
CSJ: 2351-01-017
BEGIN PROJECT
FUNCTIONAL CLASSIFICATION
FM 2478 = 45 MPH
YEAR ADT
2016
2036
8,500
14,200
FM 2478 TRAFFIC DATA
K FACTOR: 11.2
% TRUCK DHV: 3.4
% TRUCK ADT: 4.5
DIR DIST: 61-39
PROJECT LENGTH 3.174 MILES
SIX LANE ULTIMATE
REALIGN INTERSECTION AT FM 1461;
TO FOUR LANE DIVIDED;
WIDEN TWO LANE RURAL HIGHWAY
FM 2478
DESIGN SCHEMATIC
MINOR ARTERIAL ROAD
MEMORANDUM, JUN 16, 2014
AND PROGRAM DIVISION
TRANSPORTATION, PLANNING
SOURCE: TXDOT:
DESIGN SPEED:
WILMETH RD = 45 MPH
FIRST ST = 45 MPH
CR 858 = *MOIEC
CR 857 = *MOIEC
CR 933 = *MOIEC
CR 853 = *MOIEC
*MEETS OR IMPROVES EXISTING CONDITIONS
VERTICAL 1 IN = 10 FT
SCALE: HORIZONTAL 1 IN = 100 FT
CONNECTION TO EXISTING = 30 MPH
FM 1461 = 45 MPH
CHRISTIE FARMS BLVD = 35 MPH
RHEA MILLS CIR = *MOIEC
BLOOMDALE RD = *MOIEC
PROSPER TR = *MOIEC
WILSON CREEK TR = 30 MPH
LENGTH: 3.174 MILES
TO NORTH OF FM 1461
LIMITS: FROM U.S. 380
CSJ No. 2351-01-017,ETC.
STA 508+55.00
CSJ: 2351-02-014
END PROJECT
STA 500+43.01
BEGIN CSJ: 2351-02-014
END CSJ: 2351-01-017
DATE REVISED:
DATE APPROVED:
DATE SUBMITTED:
DATE REVISED:
DATE REVISED:
UPDATED CSJ
REMOVED STORMWATER TREATMENT UNIT
1871 HARROUN AVENUE, SUITE 101, McKINNEY, TX 75069, 972-542-1754
KENNEDY
CONSULTING
F-926
MA
TC
HLI
NE
ST
A 435
+00 [
FM 2478
GENERAL NOTES
HORZ
N
100'0'
SCALE IN FEET
0'VERT
200'
20'10'
HORZ
N
100'0'
SCALE IN FEET
0'VERT
200'
20'10'
GENERAL NOTES
FM 2478
TRAFFIC LEGEND
PROGRAMMING DIVISION MEMORANDUM, JUN 16, 2014.
SOURCE: TxDOT: TRANSPORTATION, PLANNING AND
2016 ADT
2036 ADT
WILSON CREEK TRAIL
2,500
4,200
5,700
9,600
100
200
FM 2478TRAFFIC LEGEND
2016 ADT
2036 ADT
CR 857
8,100
13,600
400
600
100
200
PROGRAMMING DIVISION MEMORANDUM, JUN 16, 2014.
SOURCE: TxDOT: TRANSPORTATION, PLANNING AND
118+00116+00115+00114+00 117+00
FIRST ST/WILMETH RD
TO FACILITATE CONSTRUCTION.
MAY BE REQUIRED BEYOND LIMITS OF RIGHT-OF-WAY
TO BE DETERMINED AT FINAL PS&E. RIGHT OF ENTRY
OTHERWISE. FINAL LIMITS OF DRIVEWAY CONSTRUCTION
2. ALL DRIVEWAYS TO REMAIN OPEN UNLESS NOTED
IN COORDINATION WITH THE LOCAL GOVERNMENTS.
DETERMINED DURING PS&E DEVELOPMENT PHASE
1. FINAL LOCATION OF MEDIAN OPENINGS WILL BE
TO BE DETERMINED AT FINAL PS&E. RIGHT OF ENTRY
OTHERWISE. FINAL LIMITS OF DRIVEWAY CONSTRUCTION
2. ALL DRIVEWAYS TO REMAIN OPEN UNLESS NOTED
IN COORDINATION WITH THE LOCAL GOVERNMENTS.
DETERMINED DURING PS&E DEVELOPMENT PHASE
1. FINAL LOCATION OF MEDIAN OPENINGS WILL BE
WATERLINE DEPTH UNKNOWN
EXIST 72" CITY OF IRVING
3:1
CITY OF MCKINNEY TOWN OF PROSPER
CITY OF MCKINNEY CITY OF MCKINNEY
TOWN OF PROSPER
CITY OF MCKINNEY
FM 2478
TRAFFIC LEGEND
PROGRAMMING DIVISION MEMORANDUM, JUN 16, 2014.
SOURCE: TxDOT: TRANSPORTATION, PLANNING AND
5,800
9,800
8,100
13,600
2,100
3,600
24,300
41,000
4,500
7,400
1,900
3,200
US 380
2016 ADT
2036 ADT FM 2478
TRAFFIC LEGEND
PROGRAMMING DIVISION MEMORANDUM, JUN 16, 2014.
SOURCE: TxDOT: TRANSPORTATION, PLANNING AND
2016 ADT
2036 ADT
8,000
WILMETH RD
100
200
100
200
13,400
100
200
100
200
100
200
FIRST STREET
CROSS SLOPE TRANSITIONS
JUNE 2016
ROLL 1 OF 2
6/6/2016
DR
AWI
NG
DA
TE:
2478
NS
CH
EM01.dgn
FI
LE
NA
ME:
COLLIN COUNTY
DALLAS DISTRICT
LAVON
LAKE
3364
DALLAS DISTRICT
137
SCALE 0 1 2 3 4 5 6 MILES
N
GRAYSON CO.
DALLAS CO. ROCKWALL CO.
MARILEE
CELINA
RHEA
MILLS
WESTONANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADALAVON
WYLIE
MURPHYPLANO
SHEPTON
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA
HU
NT
CO.
DE
NT
ON
CO.
544
289
3193
2478
544
2514
2551
2170
5 75
2170
1378
1378 2514
78 544205
3652755
1138
6
1778
1138
78
509
982
3286
547
547
6
1777
66
1827
75
982
1377
2756
2194
446
380
455
121
2862
3133160 78
981
1562
981
78
78
545
543
455
75 5
5
1461
289
483
455
428
455
2478
439
439
1193
2478
380
75
3038359
2933
720
289
2934
720
33
121
546
COLLIN COUNTY
FANNIN CO.
3356
3412
LUCAS
ALLEN
2786
KEY TO COUNTIES
C 2016 by Texas Department of Transportation; all rights reserved. 660
665
670
675
680
685
690
695
700
705
710
715
720
725
730
735
740
745
750
755
760
765
770
775
780
785
336+00335+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00
19+00 20+00 21+00 22+00 23+00
640
645
650
655
660
665
670
635
630
24+00
625
675
680
685
640
645
650
655
660
665
670
635
630
625
675
680
685
675
725
720
715
710
705
700
CR 853
695
690
685
District Engineer
James K. Selman, P.E.
675
725
720
715
710
705
700
695
690
685
680 680
20+00 21+00 22+00 23+00 24+00 25+00
700
695
690
685
680
675
670
700
695
690
685
680
675
670
20+0019+0018+00
CR 933
17+00
685
680
675
670
665
660
655
650
645
685
680
675
670
665
660
655
650
645
23+0022+0021+0020+00 24+00
CR 857 CR 858
655
650
645
640
635
630
625
620
23+0022+0021+0020+00
17+00 18+00 19+00 20+00
655
650
645
640
635
630
625
620
655
650
645
640
635
630
625
620
655
650
645
640
635
630
625
620
WILSON CREEK TRAIL
16+0015+00
640 640
665 665
655
660
665
670
675
680
685
690
695
700
705
710
715
720
725
730
735
610
615
620
625
630
635
640
645
650
705705
710710 695
690 690
695 670
665
660 660
665
670 660 660
615
610
605
615
610
605
114+00 118+00
STA 340+95.95
CSJ: 2351-01-017
BEGIN PROJECT
655 605
FUNCTIONAL CLASSIFICATION
FM 2478 = 45 MPH
YEAR ADT
2016
2036
8,500
14,200
FM 2478 TRAFFIC DATA
K FACTOR: 11.2
% TRUCK DHV: 3.4
% TRUCK ADT: 4.5
DIR DIST: 61-39
PROJECT LENGTH 3.174 MILES
SIX LANE ULTIMATE
REALIGN INTERSECTION AT FM 1461;
TO FOUR LANE DIVIDED;
WIDEN TWO LANE RURAL HIGHWAY
FM 2478
DESIGN SCHEMATIC
MINOR ARTERIAL ROAD
MEMORANDUM, JUN 16, 2014
AND PROGRAM DIVISION
TRANSPORTATION, PLANNING
SOURCE: TXDOT:
DESIGN SPEED:
WILMETH RD = 45 MPH
FIRST ST = 45 MPH
CR 858 = *MOIEC
CR 857 = *MOIEC
CR 933 = *MOIEC
CR 853 = *MOIEC
*MEETS OR IMPROVES EXISTING CONDITIONS
VERTICAL 1 IN = 10 FT
SCALE: HORIZONTAL 1 IN = 100 FT
CONNECTION TO EXISTING = 30 MPH
FM 1461 = 45 MPH
CHRISTIE FARMS BLVD = 35 MPH
RHEA MILLS CIR = *MOIEC
BLOOMDALE RD = *MOIEC
PROSPER TR = *MOIEC
WILSON CREEK TR = 30 MPH
LENGTH: 3.174 MILES
TO NORTH OF FM 1461
LIMITS: FROM U.S. 380
CSJ No. 2351-01-017,ETC.
STA 508+55.00
CSJ: 2351-02-014
END PROJECT
STA 500+43.01
BEGIN CSJ: 2351-02-014
END CSJ: 2351-01-017
DATE REVISED:
DATE APPROVED:
DATE SUBMITTED:
DATE REVISED:
DATE REVISED:
UPDATED CSJ
REMOVED STORMWATER TREATMENT UNIT
1871 HARROUN AVENUE, SUITE 101, McKINNEY, TX 75069, 972-542-1754
KENNEDY
CONSULTING
F-926
DateP.E. No.
Engineer
FOR REVIEW ONLY
Not for construction, bidding,
or permit purposes.
90848
KURT W. AUNGST
KENNEDY
CONSULTING
TBPE REG. # F-926
6/6/2016
PROPOSED FM 2478 TYPICAL SECTION
STA 409+13.16 TO 410+63.16
BRIDGE
PR
OP
RO
W
PR
OP
RO
W
12'
LANE
TURN
RIGHT
21.5' 14'
LANE
14'
LANE
LANE
SHARED USE
LANE
SHARED USE
PROP [ FM 2478
68'
6' 2'2'
11' 10' 11'
11'
LANE
LEFT TURN
LANE
FUTURE
11' 12'
LANE
FUTURE
68'
6'
SDWLK
CONC
6'
SDWLK
CONC
2'2'
76'
VARS (150'-163.5')
VARS (0'-13.5') VARS (54'-56.5')VARS (17.5'-20')
EXIST ROW
EXI
ST
RO
W
6'
10'
LANE
FUTURE
2% USUAL2% USUAL 2%
PGL
TX28 GIRDER (TYP)
2%
9' 31' 1'1'
TYPE T552
TRAFFIC RAIL
TYPE T552
TRAFFIC RAIL
1' 1'
MEDIAN
RAISED
2'
LANE
FUTURE
2'
TYPE C221
PED RAIL
TYPE C221
PED RAIL
T
T
TT
T
T
T
T
T
TT
TT
T
W
TTT
T
T
TT
T
T
T
W
T
T
T
T
T
TTT
T
T
W
T
T T
W
W
W
TT
T T
TT T
T
E
T
T
T
T
T
T
T
E
E
TT T
T
W
T
T
W
T
T
EE E
E
TTT T
T
T
W
W
JJ
JJ
NO
CO
DE
WT
G
T
T
W
W
W
T
G
T
W
NO
CO
DE
W
W
W
T
W
W
T
T
T
T
W
E
T
T T
G
T
EE E
E
EE E
E
W
W
W
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
TF
P
TF
P
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
LP
LP
LP
TF
P
TF
PT
FP
LP
LP
LP
TF
P
LP
TF
P
LP
TF
P
TF
P
FP
FP
LP
LP
LP
LP
TF
P
TF
P
LP
TF
P
LP
LP
LP
LP
FP
FP
FPFP
LP
LP
LP
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
= 355+12.45
= 53.43
= 106.77
= 1,050.00
= 354+59.01
= 355+65.79
PI STATION
TANGENT
PC STATION
PT STATION
DELTA
LENGTH
RADIUS
CURVE DATA - 2478-B
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 1,050.00
CURVE DATA - 2478-A
= 353+08.05
= 52.95
= 105.81
= 352+55.10
= 353+60.90
PI STATION = 366+69.05
DELTA
TANGENT = 53.43
LENGTH = 106.77
RADIUS
PC STATION = 366+15.61
PT STATION = 367+22.39
CURVE DATA - 2478-C
= 1,050.00
= 368+75.82
= 53.43
= 106.77
= 1,050.00
= 368+22.39
= 369+29.16
CURVE DATA - 2478-D
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
CURVE DATA - 2478-F
PI STATION = 400+36.59
DELTA
TANGENT = 47.16
LENGTH = 94.30
RADIUS = 2,000.00
PC STATION = 399+89.43
PT STATION = 400+83.73
CURVE DATA - 2478-E
= 394+40.81
= 48.64
= 97.25
= 2,000.00
= 393+92.18
= 394+89.43
PI STATION
PC STATION
PT STATION
DELTA
TANGENT
LENGTH
RADIUS
CURVE DATA - WILMTR-1
PI STATION = 117+29.39
DELTA
TANGENT = 49.35
LENGTH = 98.63
RADIUS = 1,050.00
PC STATION = 116+80.04
PT STATION = 117+78.67
CURVE DATA - WILMTR-2
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION = 118+89.31
= 117+78.67
= 1,050.00
= 110.64
= 55.37
= 118+34.04
CURVE DATA - WILM-1
PI STATION
DELTA
TANGENT = 159.02
LENGTH = 315.64
RADIUS = 1,050.00
PC STATION = 21+83.85
PT STATION = 24+99.50
= 23+42.87 PI STATION = 419+85.72
DELTA
TANGENT = 35.05
LENGTH = 70.08
RADIUS = 2,000.00
PC STATION = 419+50.68
PT STATION = 420+20.76
CURVE DATA - 2478-G
= 113.17
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION = 19+19.82
= 17+00.00
= 375.00
= 219.82
= 18+13.17
CURVE DATA - WILCREEK-A CURVE DATA - 2478-H
DELTA
PI STATION = 425+55.12
TANGENT = 34.36
LENGTH = 68.70
RADIUS = 2,000.00
PC STATION = 425+20.76
PT STATION = 425+89.46
PO
T 335
+00.00
PC 352
+55.10
PT 353
+60.90
PC 354
+59.01
PT 355
+65.79
PC 366
+15.61
PT 367
+22.39
PC 368
+22.39
PT 369
+29.16
PC 393
+92.18
PT 394
+89.43
PC 399
+89.43
PT 400
+83.73
PC 419
+50.68
PT 420
+20.76
PC 425
+20.76
PT 425
+89.46
340+00 345+00 350+00355+00 360+00 365+00
370+00 375+00 380+00 385+00 390+00 395+00
400+00 405+00 410+00 415+00 420+00425+00 430+00
1190
+00
1195
+00
20
+00
25
+00
20
+00
25
+00
20
+00
15
+00
1,755.10' 2,463.02'
1,049.82'
500.00'1,866.94' 500.00'
2,517.08'
15
+00
20
+00
25
+00
115
+00
01/10/2015
05/03/2016
06/06/2016
04/27/2016
03/02/2016
PR
OP
EL
EV
EXI
ST
GR
AD
E
END BRIDGE
BEGIN BRIDGE
BEGIN PROP BRIDGE
[ FM 2478 STA 409+13.16
74'
29'
38'
29'
+50
38'
+57
INTERSECTION
SIGNALIZED
EXISTING
@ PROP [
EXIST GROUND
2:1
2:1
@ PROP [
EXIST GROUND
PROP PGL
[ US 380 STA 1190+61.30
[ FM 2478 STA 340+36.65 =
[ CR 853 STA 20+00.00
[ FM 2478 STA 355+44.74 =
[ WATER TOWER STA 20+00.00
[ FM 2478 STA 359+05.28 =
[ CR 933 STA 20+00.00
[ FM 2478 STA 371+62.39 =
[ WILSON CREEK STA 20+00.00
[ FM 2478 STA 415+49.36 =
STA 18+86.50
MATCH EXISTING PAVEMENT
[ WILSON CREEK
BEGIN CONSTRUCTION
PROP [ FM 2478
138'
147'
PROP PGL
@ [ WILCREEK
EXIST GROUND
@ [ CR857
EXIST GROUND
@ [ CR933
EXIST GROUND
@ [ CR853
EXIST GROUND
@ [ CR933
PROP PGL
@ [ CR858
PROP PGL
@ [ WILMETH
PROP PGL
WILCREEK-A
PROP PGL
1
2
6
4 5
7
8
END PROP BRIDGE
[ FM 2478 STA 410+63.16
3
2
6
7
910
11
14
12
5
15 16
13
18
19
21
24
28
30
35
39
40
37
40'
29'
29'
39'
28'
29'
R=30' (TYP)
+19
+81
38' +
96
+90
+21
[ WILSON CREEK
(TYP)
R=30'
STRUCTURE
DISPLACED
STRUCTURE
DISPLACED
STRUCTURE
DISPLACED
+32
+32
98.11''
100.00'
@ [ CR857
PROP PGL
@ [ CR858
EXIST GROUND
@ [ WILCREEK
PROP PGL
[ WILMETH
@ [ WILMETH
EXIST GROUND
PROP PGL
WILMTR-1
[ WILMTR
29'
28'
39'
29'
29'
29'
29'
29'
40'
51'
+44
38'
+06
[ CR 858
PROP PGL
@ PROP [
EXIST GROUND
@ PROP [
EXIST GROUND
@ PROP [
EXIST GROUND
] = 629.18
PROP 5' X 4' SBC
665
670
675
715
720
725
730
735
740
745
750
755
760
765
770
775
780
785
665
690
695
700
705
710
715
720
725
730
735
660
655
650
645
640
635
630
625
620
615
PROP TY H INLET
[ WILMETH STA 20+00.00
[ FM 2478 STA 405+74.85 =
STRUCTURE
DISPLACED
PROP [ FM 2478
160'
180'
213'
[ WILMETH STA 18+89.31
BEGIN CONSTRUCTION
[ WILMETH STA 21+22.32
BEGIN TEMP PAVEMENT
END CONSTRUCTION
[ CR 858 STA 20+00.00
[ FM 2478 STA 384+47.69 =
170'
28'
39'
29'
ELEV: 647.26
STA: 409+13.17
[ WILMTR STA 118+89.31
END TEMP PAVEMENT
ELEV: 645.01
STA: 410+63.17
STONE RIPRAP
WILMTR-2
34
3-50' SPANS
L = 150'
3
US 380
FM 2478 FM 2478
FM 2478
WIL
MET
H
RD
CR 857
CR 933
CR 858
CR 853
0.35
%
BE
GI
N
0.35
%B
EGI
N
TO BE REMOVED
] = 628.80
EXIST 48" RCP
TO BE REMOVED
] = 630.77
EXIST 24" RCP
TO BE REMOVED
] = 695.23
EXIST 30" RCP
2.00
%
EN
D
2.00
%
EN
D
2.00
%
BE
GI
N
2.00
%
EN
D
2.00
%B
EGI
N
2.00
%
EN
D
2.00
%
BE
GI
N
2.00
%
EN
D
2.00
%
BE
GI
N
2.00
%
EN
D
2.00
%B
EGI
N
2.00
%
EN
D
2.00
%
BE
GI
N
2.00
%
EN
D
2478-A
2478-B
2478-C2478-D
2478-E
2478-F
2478-G
2478-H
INTERIM STRIPING (TYP)
TO BE REMOVED
EXIST 30" RCP
[ FM 2478 STA 356+68.00, 80.68' LT
PROP 4'X4' STORM SEWER OUTFALL
[ FM 2478 STA 419+76.58, 58.50' RT
PROP 4'X4' STORM SEWER OUTFALL
] = 630.00
SEWER OUTFALL
PROP 4' X 4' STORM] = 689.09
SEWER OUTFALL
PROP 4' X 4' STORM
[ FM 2478 STA 344+67.00
BEGIN SHIFTING TAPER
[ FM 2478 STA 347+37.00
END SHIFTING TAPER
[ FM 2478 STA 398+28.00
BEGIN SHIFTING TAPER
[ FM 2478 STA 400+98.00
END SHIFTING TAPER
[ FM 2478 STA 413+56.00
END SHIFTING TAPER
TAPER LENGTH
TOTAL LENGTH
DECELERATION LENGTHSTORAGE LENGTH
TAPER LENGTH
TOTAL LENGTH
DECELERATION LENGTH STORAGE LENGTH
[ FM 2478
[ FM 2478 STA 396+66.54
PROP 5' X 4' SBC
TO BE REMOVED
EXIST 48" RCP
TO BE REMOVED
EXIST 2-42" RCP
TO BE REMOVED
] = 637.28
EXIST 2 - 42" RCP
R=50' (TYP)
GIRDER
TX-28
TRUNK LINE
FUTURE
TO BE REMOVED
EXIST 24" RCP
FUTURE TRUNK LINE
+57
US HW = 635.44
100US HW = 636.81100US HW = 643.54
US HW = 640.1225
6'
40'
40'
16'
RET WALL A
[ FM 2478 STA 410+86.00
BEGIN SHIFTING TAPER
RET WALL B
TRAIL (BY OTHERS)
FUTURE HIKE & BIKE
TRAIL (BY OTHERS)
FUTURE HIKE & BIKE
TRAIL (BY OTHERS)
FUTURE HIKE & BIKE
160'
175'
IDWALL STATIONBEGIN OFFSETBEGIN STATIONEND OFFSETEND
A
B
C
[ WILMTR STA 115+45.00
END SHOULDER TAPER
WILM-1
25
DISPLACED STRUCTURE RET WALL C
@ [ CR853
PROP PGL
670
675
STA: 340+95.95
CSJ: 2351-01-017
MATCH EXISTING PAVEMENT
ELEV: 737.84
STA: 340+95.95
CSJ: 2351-01-017
MATCH EXISTING PAVEMENT
BEGIN PROJECT
169'
160'
150'
1
8
4
17
20
22
25
27
26
29
31
32
33
23
36
TURN LANE DATA
NO.
LANE
TURN
LOCATION DIRECTION
LANE TURNLEFT LANE TURNRIGHT
DECEL TAPER STORAGE TOTAL DECEL TAPER STORAGE TOTAL
LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH
(FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT)
* 1 SB 215.00 150.00 150.00 365.00 215.00 100.00 100.00 315.00
2 SB 215.00 100.00 100.00 315.00
3 NB 215.00 100.00 100.00 315.00
4 SB 215.00 100.00 100.00 315.00
5 SB 215.00 100.00 100.00 315.00
6 NB 215.00 100.00 100.00 315.00 215.00 100.00 100.00 315.00
7 SB 400.00 100.00 100.00 500.00 400.00 100.00 100.00 500.00
8 NB 215.00 100.00 100.00 315.00
* LANES LEFT-TURNDUAL
WILMETH RD.
FIRST ST.
CR 858
CR 853
US 380
WILSON CREEK TR
CR 857
CR 857
[ FM 2478 STA 408+70.00
[ FM 2478 STA 407+87.00
[ FM 2478 STA 411+70.00
[ FM 2478 STA 409+30.00
[ FM 2478 STA 409+48.00
[ FM 2478 STA 411+70.00
68.50' LT
71.33' RT
70.00' LT
68.50' LT
71.33' RT
70.00' RT
[ CR 853 STA 21+82.50
MATCH EXISTING PAVEMENT
END CONSTRUCTION
[ CR 933 STA 18+73.00
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
[ CR 857 STA 23+21.00
MATCH EXISTING PAVEMENT
END CONSTRUCTION
[ CR 858 STA 21+23.00
MATCH EXISTING PAVEMENT
END CONSTRUCTION
OWNERSPROPERTY
#PARCEL OWNER DESCRIPTION
1 LP PLAZA PROSPERROSEBRIAR ACRES 0.9196 1, LOT A, BLK PLAZA,PROSPER
2 LP PLAZA PROSPERROSEBRIAR ACRES 3.8267 6, LOT A, BLK PLAZA,PROSPER
3 INC ILLINOISKOHL'S ACRES 7.1999 5, LOT A, BLK PLAZA,PROSPER
4 PTNSHP LTD FAIRWAY 14THFF ACRES 7.5649 15, TRACT SURVEY, HORN JEREMIAH A0411ABSTRACT
5 PTNSHP LTD FAIRWAY 14THFF ACRES 6.4351 18, TRACT SURVEY, HORN JEREMIAH A0411ABSTRACT
6 LTD VENTUREGESHER ACRES 2.236 2, LOT A, BLK 380,CUSTER
7 ESTATE GRAVES SHIRLEY & ESTATES D MFREMMING ACRES 3.991 12, TRACT SURVEY, WORLEY P B A0995ABSTRACT
8 JR FREMMING, DOUGLAS MICHAEL&
FREMMING ELAINE SHERIDAN & ANN MICHELELEWIS ACRES 2.0 16, TRACT SURVEY, WORLEY P B A0995ABSTRACT
9 THE PARTNERSHIP LIMITED FAMILY IIIHERBLIN ACRES 4.113 18, TRACT SURVEY, WORLEY P B A0995ABSTRACT
10 E GAYLE BUISSON J, THEODOREEISENMANN ACRES 3.0708 3A, LOT 2, BLK #1, GROVEWALNUT
11 TRUSTEENEWTON
F KAREN TRUST; REVOCABLE F KARENNEWTON ACRES 5.673 2, LOT 2, BLK #1, GROVEWALNUT
12 LP PROSPER310 ACRES 22.114 23, TRACT SURVEY, HORN JEREMIAH A0411ABSTRACT
13 BHARATH PEARL & EDWARDBHARATH ACRES 3.876 13, TRACT SURVEY, HORN JEREMIAH A0411ABSTRACT
14 JR P WILLIAMRICHARDSON ACRES 1.547 7, TRACT SURVEY, WORLEY P B A0995ABSTRACT
15 J SUSAN & C KENTONCOOK ACRES 3.9475 2, LOT 7, BLK #2, GROVEWALNUT
16 CYNTHIA & S MICHAELWILES ACRES 3.916 3, LOT 7, BLK #2, GROVEWALNUT
17 ETUX S MICHAELWILES ACRES 3.9015 4, LOT 7, BLK #2, GROVEWALNUT
18 LEO KENNETHBUHOLTZ ACRES 3.7905 5, LOT 7, BLK #2, GROVEWALNUT
19 METTU SRILAKSHMI & K VENKATAMETTU ACRES 2.4841 18, LOT 5, BLK #2, GROVEWALNUT
20 MACHAVARAPU ANOOSH & BABU RAMESHMACHAVARAPU ACRES 2.4912 1, LOT 5, BLK #2, GROVEWALNUT
21 LP PROSPER310 ACRES 79.093 17, TRACT SURVEY, HORN JEREMIAH A0411ABSTRACT
22 LLC PARTNERS3160 ACRES 5.82 11, 10-9 10A 9A LOT 4, BLK #2, GROVEWALNUT
23 LLC PARTNERS3160 ACRES 1.463 10D, LOT 4, BLK #2, GROVEWALNUT
24 LLC PARTNERS3160 ACRES 6.293 10C, LOT 4, BLK #2, GROVEWALNUT
25 L PRISCILLADARLING ACRES 0.8072 4, TRACT SURVEY, WORLEY P B A0995ABSTRACT
26 CEMETERY ACRES 0.5 15, TRACT SURVEY, MCCARTY LARKIN A0600ABSTRACT
27 L PRISCILLADARLING ACRES 0.663 18, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
28 L PRISCILLADARLING ACRES 25.556 25, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
29 LP PROSPER310 ACRES 59.12 14, TRACT SURVEY, MCCARTY LARKIN A0600ABSTRACT
30 J JOHNEVANS ACRES 4.9904 21, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
31 J BETTY & R VINCENTDAMIANO ACRES 18.1156 6, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
32 VINCENT JAMESDAMIANO ACRES 5.2012 27, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
33 DAMIANO CHERYL & SHANEHUMPHREY ACRES 5.2012 28, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
34BAXTER
PAUL ATTN ASSOCIATION CEMETERY GROVEWALNUT ACRES 5.129 1, LOT A, BLK ADDITION, CEMETERY GROVEWALNUT
35 LTD VENTURES JOINTCC ACRES 19.737 1, LOT A, BLK B, TRACT #2 PLACEWHITLEY
36 OF TOWNPROSPER PARKLAND 16X, LOT E, BLK #1, PLACEWHITLEY
37 COMPANY MGMT COMMUNITITES PREMIER C/OINC
ASSOCIATION HOMEOWNERS PLACE WHITLEY -WCD SPACE OPEN 1X, LOT D, BLK #1, PLACEWHITLEY
38 L RICHARDMOWRY ACRES 1.964 16, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
39 LLC HEAVENPET ACRES 2.497 10, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
40 LP PARTNERSCLARK ACRES 66.609 4, TRACT SURVEY, CRUTCHFIELD JOHN A0206ABSTRACT
PROP TY H INLET (TYP)
TO BE REMOVED
EXIST 120' SPAN BRIDGE (4-30')
PROP 150' SPAN BRIDGE (3-50')
173'
185'217'
IRVING WATERLINE
EXIST 72" CITY OF
@ [ WILMTR
PROP PGL
@ [ WILMTR
EXIST GROUND
[ WILMTR STA 115+25.00
BEGIN SHOULDER TAPER
BEGIN TEMP PAVEMENT
FIR
ST
ST
[ US 380
(TYP)
R=50'
[ CR 933
[ CR 857
R=30' (TYP)
[ CR 857 STA 20+00.00
[ FM 2478 STA 374+19.05 =
BEGIN PROJECT
[ CR 853
(TYP)
R=30'
+75
PROP [ FM 2478
PROP [ FM 2478
PROP [ FM 2478
38
31
WILS
ON CREE
K TRAI
L
CREE
K
WIL
SO
N
BR
AN
CH
RU
TH
ERFO
RD
[ WILMETH STA 24+66.00
MATCH EXISTING
END TEMP PAVEMENT
US 380 TOPOGRAPHIC SURVEY OBTAINED ON 05-17-2013
TOPOGRAPHIC SURVEY OBTAINED 05-06-2009 ADDITIONAL
48" W
FOC
UGE
SS
GAS
G3
G2
X
X DECELERATION LANE
PROPERTY OWNERS
LEGEND
STONE RIPRAP
PROPOSED ADA RAMPS (TYPE VARIES)
INTERIM STRIPING
DRIVEWAY TO BE REMOVED
EXIST FM 2478 TO BE REMOVED
100 YEAR FLOODPLAIN (APPROX)
PROP FLOWLINE
ATMOS GAS LINE
ATMOS GAS LINE
ATMOS GAS LINE
EXIST SANITARY SEWER
COSERV UNDERGROUND ELECTRIC
EXIST FIBER OPTIC CABLE
EXIST 48" NTMWD WATERLINE
PROP RETAINING WALL
PROP DRAINAGE EASEMENT
EXIST DRAINAGE EASEMENT
FUTURE PAVEMENT (BY OTHERS)
PROPERTY LINE
PROP ROW
EXIST ROW
PROP [
EXIST [
US 380 TOPOGRAPHIC SURVEY OBTAINED ON 05-17-2013
TOPOGRAPHIC SURVEY OBTAINED 05-06-2009 ADDITIONAL
48" W
FOC
UGE
SS
GAS
G3
G2
X
X DECELERATION LANE
PROPERTY OWNERS
LEGEND
STONE RIPRAP
PROPOSED ADA RAMPS (TYPE VARIES)
INTERIM STRIPING
DRIVEWAY TO BE REMOVED
EXIST FM 2478 TO BE REMOVED
100 YEAR FLOODPLAIN (APPROX)
PROP FLOWLINE
ATMOS GAS LINE
ATMOS GAS LINE
ATMOS GAS LINE
EXIST SANITARY SEWER
COSERV UNDERGROUND ELECTRIC
EXIST FIBER OPTIC CABLE
EXIST 48" NTMWD WATERLINE
PROP RETAINING WALL
PROP DRAINAGE EASEMENT
EXIST DRAINAGE EASEMENT
FUTURE PAVEMENT (BY OTHERS)
PROPERTY LINE
PROP ROW
EXIST ROW
PROP [
EXIST [
+17
+92
+65
R=30' (TYP)
PROP TY H INLET (TYP) [ FM 2478 STA 387+97.19
PROP 3 - 10' X 8' MBC
TO BE REMOVED
EXIST 2 - 10' X 10' MBC
] = 626.39
PROP 3 - 10' X 8' MBC
TO BE REMOVED
EXIST 2 - 10' X 10' MBC
180'
185'
190'
150'
STATIONSUPERELEVATION
SOUTHBOUND
LENGTHTRANSITION
SUPERELEVATION
SOUTHBOUND
SUPERELEVATION
NORTHBOUND
LENGTHTRANSITION
SUPERELEVATION
NORTHBOUND
341+57.30 -0.35 -0.35375' 375'
345+32.30 -2.00 -2.00
351+17.00 - -2.00375'
354+92.00 - 2.00
355+90.00 - 2.00375'
359+65.00 - -2.00
367+44.00 -2.00 -375'
371+19.00 2.00 -
372+06.00 2.00 -375'
375+81.00 -2.00 -
400+75.00 -2.00 -375'
404+50.00 2.00 -
416+21.00 2.00 -375'
419+96.00 -2.00 -
-
-
-
-
-
-
01/10/2015
05/03/2016
06/06/2016
04/27/2016
03/02/2016
PROSPERPROSPER
![Sizes Payload Compensation path XY up to 20 kg - Comoso · Compensation path XY ... Material CR CR CR CR NBR CR CR CR CR CR CR NBR NBR NBR NBR NBR ... Bending [Nm/rad] 474 552 1025](https://img.pdfslide.us/doc/110x75/5af1b3557f8b9ac57a903b0d/sizes-payload-compensation-path-xy-up-to-20-kg-path-xy-material-cr-cr-cr-cr.jpg)