FM 2512 in Collin County -...
Transcript of FM 2512 in Collin County -...
-
STA 527+00.00
BEGIN CSJ 2679-03-015
STA 586+00.00
BEGIN CSJ 2679-03-016
END CSJ 2679-03-015
STA 703+33.94
END CSJ 2679-03-016
STA 527+00.00
BEGIN CSJ 2679-03-015
STA 586+00.00
BEGIN CSJ 2679-03-016
END CSJ 2679-03-015
STA 703+33.94
END CSJ 2679-03-016
$FI
LE$
$TI
ME$
$D
AT
E$
$U
SE
R$
R
Texas Department of Transportation
P.E. NO.NAME DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION
FOR INTERIM ONLYPRELIMINARY REVIEW
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
LOCATION MAP
0 1005050
1" = 10' VERTICAL
SCALE: 1" = 100' HORIZONTAL
ALL RIGHTS RESERVED
c 2015 BY TEXAS DEPARTMENT OF TRANSPORTATION
XX/XX/XXXX
DE
NT
ON
CO.
HU
NT
CO.
GRAYSON CO.
DALLAS CO.
543
455
3356
545
1377
455
2862
1827
981
720
2478
1378
3038
2933
546
751377
2756 2194
21703286
3364
1778
547
3133
1461
380
75
75
121
121
121
5
121
380
78
78
289
289
2755
6
1777
113866205
6
547
1138
544
190
25515
75
289
160
CHIA-PIN HSU 90999
AK
E
ON
2514
2514
1378
2514
3412
78
V
MUDDY
LA
L
CREEK
RESERVOIR
2478
982
2862
78
LA
VO
NL
AK
E
LA
VO
N
LA
KE
MELISSA
McKINNEY
WYLIE
PAUL
SAINT
PLANO
FRISCO
FARMERSVILLEPRINCETON
BLUE RIDGE
ANNA
CELINA
DESIGN SPEED: 45 MPH
PROJECT LENGTH = 3.348 MILES (17,678.56 FT.)
FUNCTIONAL CLASS: URBAN COLLECTOR
CONTROL: 2679-03-015, 2679-03-016
TO BROWN STREET
PROJECT LIMIT: EAST OF LAVON PARKWAY
FM 2514
COLLIN COUNTY
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
PRELIMINARY DESIGN SCHEMATIC
DALLAS DISTRICT
R
Texas Department of Transportation
P.E. NO.NAME DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION
FOR INTERIM ONLYPRELIMINARY REVIEW
PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
LOCATION MAP
0 1005050
1" = 10' VERTICAL
SCALE: 1" = 100' HORIZONTAL
ALL RIGHTS RESERVED
c 2015 BY TEXAS DEPARTMENT OF TRANSPORTATION
XX/XX/XXXX
DE
NT
ON
CO.
HU
NT
CO.
GRAYSON CO.
DALLAS CO.
543
455
3356
545
1377
455
2862
1827
981
720
2478
1378
3038
2933
546
751377
2756 2194
21703286
3364
1778
547
3133
1461
380
75
75
121
121
121
5
121
380
78
78
289
289
2755
6
1777
113866205
6
547
1138
544
190
25515
75
289
160
CHIA-PIN HSU 90999
AK
E
ON
2514
2514
1378
2514
3412
78
V
MUDDY
LA
L
CREEK
RESERVOIR
2478
982
2862
78
LA
VO
NL
AK
E
LA
VO
N
LA
KE
MELISSA
McKINNEY
WYLIE
PAUL
SAINT
PLANO
FRISCO
FARMERSVILLEPRINCETON
BLUE RIDGE
ANNA
CELINA
DESIGN SPEED: 45 MPH
PROJECT LENGTH = 3.348 MILES (17,678.56 FT.)
FUNCTIONAL CLASS: URBAN COLLECTOR
CONTROL: 2679-03-015, 2679-03-016
TO BROWN STREET
PROJECT LIMIT: EAST OF LAVON PARKWAY
FM 2514
COLLIN COUNTY
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
PRELIMINARY DESIGN SCHEMATIC
DALLAS DISTRICT
574.33
PVI 528
+50.00
EL
= 573.58'
(-)0.50 % (-)1.03 %
L = 100.00'
K = 187
ex = -0.07'
SSD = 2072'
PVI 531
+50.00
EL
= 570.48'
(-)1.03 % (-)0.35 %
L = 100.00'
K = 146
ex = 0.09'
PVI 539
+00.00
EL
= 567.85'
(-)0.35 % (-)2.79 %
L = 300.00'
K = 123
ex = -0.91'
SSD = 592'
PVI 544
+50.00
EL
= 552.51'
(-)2.79 % (+)1.47
%
L = 400.00'
K = 94
ex = 2.13'
VP
C 528
+00.00
EL.
= 573.83'
VP
T 529
+00.00
EL.
= 573.06' VP
C 531
+00.00
EL.
= 571.00'
VP
T 532
+00.00
EL.
= 570.30'
VP
C 537
+50.00
EL.
= 568.38'
VP
T 540
+50.00
EL.
= 563.67'
VP
C 542
+50.00
EL.
= 558.09'
VP
T 546
+50.00
EL.
= 555.45'
EXI
ST
GR
OU
ND
@
PG
L
PR
OP
OS
ED
PG
L
574.33
573.83
573.06
572.03
571.00
570.30
569.95
569.60
569.25
568.90
568.55
568.10
566.94
564.96
562.28
559.49
556.83
555.11
554.44
554.85
556.18
557.64
559.11
560.57
577.05
575.60
573.38
570.83
569.55
567.84
566.93
567.33
565.97
565.49
565.65
566.30
566.99
566.86
565.61
562.79
559.13
556.41
553.23
553.92
555.73
557.08
558.26
560.14
561.34
576.75
574.72
572.84
570.06
569.30
568.65
566.31
565.28
565.06
566.04
565.15
565.71
566.73
566.59
564.99
563.25
559.53
555.31
551.67
547.03
548.66
549.64
551.63
554.59
EXI
ST
GR
OU
ND
@
PG
L
PR
OP
OS
ED
PG
L
LE
FT
RO
W
LI
NE
RI
GH
T
RO
W
LI
NE
EXI
ST
GR
OU
ND
@
PG
L
PR
OP
OS
ED
PG
L
LE
FT
RO
W
LI
NE
RI
GH
T
RO
W
LI
NE
EXI
ST
GR
OU
ND
@
PG
L
PR
OP
OS
ED
PG
L
LE
FT
RO
W
LI
NE
RI
GH
T
RO
W
LI
NE
EXI
ST
GR
OU
ND
@
PG
L
PR
OP
OS
ED
PG
L
LE
FT
RO
W
LI
NE
RI
GH
T
RO
W
LI
NE
PR
OP
OS
ED
PG
L
LE
FT
RO
W
LI
NE
LE
FT
RO
W
LI
NE
RI
GH
T
RO
W
LI
NE
574.83
574.33
573.84
573.54
572.55
571.68
571.27
570.87
570.66
570.47
569.83
569.55
568.71
567.22
565.21
562.73
559.82
557.30
555.46
554.48
554.91
555.82
557.40
559.49
LEGEND
EXISTING ROW
DIRECTION OF TRAFFIC
EXISTING PROPERTY LINE (APPROX.)
PAVEMENT REMOVAL
CURVE NUMBER
PROPOSED ROW
CENTERLINE
PARKER-1
LANE
EXIST
12'-0"
LANE
EXIST
12'-0"
2.5% 2.5%
28'-0" Base Crown
EXI
ST
RO
W
EXI
ST
RO
W
[ FM 2514
3:1 MAX
4:1 USUAL
3:1
MAX
4:1
USUA
L
GROUND
EXIST
SHLDR2'-0"
SHLDR
2'-0"
100'-0" ROW (TYP)
36'-0" (TYP) 36'-0" (TYP)
FM 2514 EXISTING TYPICAL SECTION
PO
T 525
+27.46
PI 527
+00.00
530+00 535+00 540+00 545+00 550+00
DR
AI
N
DR
AZ
TE
C
TR
AI
L
FM 2514 (PARKER RD)
LA
VO
N
PK
WY
ST PAUL
3202 PARKER RD
HENRY WILLIAM A & JANE M
426621
ST PAUL
3157 PARKER RD
BABCORP 100 LTD
1925091
WYLIE
3216 PARKER RD
RICH WAYNE & LINDA LIVING TRUST
426630
MALIK NASIRA
1925073
WYLIE
2725 AZTEC TRL
RIPPLE MORRIS M
426603
ST PAUL
PARKER RD
HC INSPIRATION ONE LLC
2710852
ST PAUL
BLUE WATER TRL
HC INSPIRATION ONE LLC
2710875
WYLIE
3000 PARKER RD
MEDINA PEDRO ORTIZ
423571
WYLIE
2616 WRIGHT LN
WRIGHT JAMES S & MARY B
2520491
WYLIE
TEXAS VEHICLE EXCHANGE INC
1514285
ST PAUL
3102 PARKER RD
SANCHEZ SANTOS
426612
WYLIE
3002 PARKER RD
TRAN KIEU & HUNG PHAM &
2114055
ST PAUL
PARKER RD
TEXAS VEHICLE EXCHANGE INC
1514230
ST PAUL
3151 PARKER RD
BABCORP 100 LTD
423349
MALIK NASIRA
1925073
ST PAUL
2751 PARKER RD
GUERRERO RIGOBERTO V
2120414
PR
OP
RO
W
SIDEWALK
5-FT WIDE
FUTURE
22'-0" F-F
F-F
44'-0"
FM 2514 PROPOSED TYPICAL SECTION
[ FM 2514
65'-0" (MIN)65'-0" (MIN)
130'-0" ROW (MIN)
165'-0" ROW (MAX)
(MIN)
15'-0"
LANE
14'
LANE
11'
LANE
FUTURE
11'
LANE
FUTURE
11'
LANE
11'
LANE
14'
(MIN)
15'-0"
OFFSET
2'-0"
TYP
10'-0"
OFFSET
1'-0"
OFFSET
1'-0"
OFFSET
2'-0"
10'-0"
2.0%
PGL
2.0%
PR
OP
RO
W
(CUT)
(FIL
L)
(CUT)
(FILL)
SIDEWALK
5-FT WIDE
3:1 (MAX)3:1 (MAX)
2.0% (TYP) 2.0% (TYP)
STA 527+00.00 to 651+10.00
PR
OP
RO
W
SIDEWALK
5-FT WIDE
F-F
33'-0"
[ FM 2514
65'-0" (MIN)65'-0" (MIN)
130'-0" ROW (MIN)
165'-0" ROW (MAX)
(MIN)
15'-0"
LANE
14'
LANE
11'
LANE
FUTURE
11'
LANE
11'
LANE
14'
(MIN)
15'-0"
OFFSET
2'-0"
TYP
10'-0"
OFFSET
1'-0"
OFFSET
1'-0"
OFFSET
2'-0"
10'-0"
2.0%
PGL
2.0%
PR
OP
RO
W
(CUT)
(FIL
L)
(CUT)
(FILL)
SIDEWALK
5-FT WIDE
3:1 (MAX)3:1 (MAX)
2.0% (TYP) 2.0% (TYP)
LANE
LEFT TURN
11'
PR
OP
RO
W
SIDEWALK
5-FT WIDE
F-F
33'-0"
[ FM 2514
65'-0" (MIN)65'-0" (MIN)
130'-0" ROW (MIN)
165'-0" ROW (MAX)
(MIN)
15'-0"
LANE
14'
LANE
11'
LANE
FUTURE
11'
LANE
11'
LANE
14'
(MIN)
15'-0"
OFFSET
2'-0"
TYP
10'-0"
OFFSET
1'-0"
OFFSET
1'-0"
OFFSET
2'-0"
10'-0"
2.0%
PGL
2.0%
PR
OP
RO
W
(CUT)
(FIL
L)
(CUT)
(FILL)
SIDEWALK
5-FT WIDE
3:1 (MAX)3:1 (MAX)
2.0% (TYP) 2.0% (TYP)
NORTHBOUND WITH LEFT TURN LANE
FM 2514 PROPOSED TYPICAL SECTION
SOUTHBOUND WITH LEFT TURN LANE
FM 2514 PROPOSED TYPICAL SECTION
LANE
LEFT TURN
11'
PR
OP
RO
W
SIDEWALK
5-FT WIDE
FUTURE
22'-0" F-F
F-F
33'-0"
[ FM 2514
65'-0" (MIN)
130'-0" ROW (MIN)
165'-0" ROW (MAX)
(MIN)
15'-0"
LANE
14'
LANE
11'
LANE
FUTURE
11'
LANE
FUTURE
11'
LANE
11'
LANE
14'
(MIN)
15'-0"
OFFSET
2'-0"
TYP
10'-0"
OFFSET
1'-0"
OFFSET
1'-0"
OFFSET
2'-0"
10'-0"
2.0%
PGL
2.0%
PR
OP
RO
W
(CUT)
(FIL
L)
(CUT)
(FILL)
SIDEWALK
5-FT WIDE
3:1 (MAX)3:1 (MAX)
2.0% (TYP) 2.0% (TYP)
77'-0"
LANE
RIGHT TURN
12'
WITH RIGHT TURN LANE
FM 2514 PROPOSED TYPICAL SECTION
LANE
FUTURE
11'
OFFSET
1'-0"
FUTURE
F-F
11'-0"
LANE
FUTURE
11'
OFFSET
1'-0"
FUTURE
F-F
11'-0"
MA
TC
H
LI
NE
ST
A 550
+00
MA
TC
H
LI
NE
ST
A 550
+00
550+00
530
535
540
545
550
555
560
565
570
575
580
585
590
595
545+00540+00535+00530+00525+00
PAUL
SAINTPAUL
SAINT
530
535
540
545
550
555
560
565
570
575
580
585
590
595
EXISTING GROUND
PROPOSED PGL
NOT BE CONSIDERED FINAL.ARE SUBJECT TO CHANGE AND MUST
INFORMATION AND DIMENSIONS SHOWNINFORMATION ONLY, THE ALIGNMENT
THIS PRINT IS FURNISHED FOR
ROLL 1 OF 5
MAY 2015
ROLL 1 OF 5
MAY 2015
PROPOSED LEFT ROW
EXISITNG GROUND @
PROPOSED RIGHT ROW
EXISITNG GROUND @
PRELIMINARY
DECELERATION345'
STORAGE100'
DECELERATION345'
STORAGE100'
CURVE DATA
TOTAL334'
TOTAL334' STORAGE
100'DECELERATION345'
MATCH EXIST
STA 527+00.00
BEGIN PROJECT
BEGIN CONC CURB AND MEDIAN
MATCH EXIST
STA 525+71.09
INSTALL CONC CURB AND MEDIAN
CUT EXIST CONC PAVEMENT
MATCH EXIST
STA 527+00.00
BEGIN PROJECT
PROPOSED ROW
EXISTING ROW
PROPOSED ROW
EXISTING ROW
WITH THE LOCAL GOVERNMENT.DURING PS&E AND IN COORDINATION
MEDIAN OPENINGS WILL BE DETERMINEDAND SUBJECT TO CHANGE. FINAL
MEDIAN OPENINGS ARE PRELIMINARY