6806
80
680
680
680
680
690
690
690
690
690
690
690
690
690
690
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
710
710
710
710
710
710710
710
710
710
710
710
710
710
710
710
7107
10 7
10
710
710
710
720
720
720
720
730
730730
740
740
750
760
WV
WV
T
TT
T
T
T
T
TT
T
TT
T
T
T
T
CR 102
CR 106
BU
S 289
C
B.N.S.F. RAILROAD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
OBSCURED AREA
UNDER CONSTRUCTION
UNDER CONSTRUCTION
UNDER CONSTRUCTION
S
S
MH
MH
S
S
S
S
S
S
S
S
S
GR
OU
ND
OBS
CU
RE
D
2-6'x3'
MB
C
2-42"
RC
P
2-7'x4'
MB
C
OBSCURED AREAOBSCURED AREA
4-8'x4'
MB
C
PROP R.O.W.
PROP R.O.W.
PROP R.O.W.
EXIST R.O.W.
PROP R.O.W.
PROP R.O.W.
PROP R.O.W.
EXIST R.O.W.
PROP R.O.W.
EXIST R.O.W.
55'
200'
70'
70'
72'
300'
74'
52'
27'
54'58' PROP R.O.W.
350'102'
249'
300'218'
247'
200'
111'
105' 52'
203'52'
EXIST R.O.W.
187'
EXIST R.O.W.
EXIST R.O.W.
131'
149'
R.O.W.PROP
F
F
F
F
FF
(+)0.74%
(-)0.50% (+)0.73%
(+)0.73% (+)0.83%
(+)0.83%(+)0.60%
(+)0.60% (+)0.50%
(-)1.35% (+)1.25%
(+)1.25%
(-)0.50%
(-)0.50% (+)2.1
6%
(+)2.1
6%(+)
2.83%
EL 693.36
ST
A 65
+25.00
EL 696.50
ST
A 78
+25.00
EL 696.67
ST
A 79
+75.00
EL 712.67
ST
A 104
+50.00
EL 711.82
ST
A 106
+50.00
EL 708.96
ST
A 108
+62.50
EL 708.82
ST
A 111
+37.50
EL 712.41
ST
A 114
+25.00
EL 712.98
ST
A 115
+75.00
EL 710.54
ST
A 120
+62.50
EL 712.82
ST
A 123
+37.50
L = 150.00
K = 122
ex = 0.23'
EL 696.13
VPI STA 79+00.00
EL 699.75
VPI STA 84+00.00 EL 703.50
VPI STA 88+50.00
EL 710.40
VPI STA 100+00.00
L = 275.00
K = 106
ex = 0.89'
EL 707.10
VPI STA 110+00.00
L = 150.00
K = 86
ex = -0.33'
EL 713.35
VPI STA 115+00.00
L = 275.00
K = 103
ex = 0.92'
EL 709.85
VPI STA 122+00.00
EL 718.50
VPI STA 126+00.00
EL 698.57
ST
A 72
+25.00
EL 698.75
ST
A 73
+75.00
ST
A 89
+10.21
EL 703.86
[
CR 106
[
ST
A 115
+55.41
CR 102
EL 713.05
25HW = 693.66
25HW = 700.75
FL 687.6
2-6'x6'
MB
C
PR
OP
OS
ED
HW = 702.8625
HW = 707.6425
FL 699.7
2-7'x4'
MB
C
EX
TE
ND
EXI
STI
NG
FL 702.0
4-8'x4'
MB
C
EX
TE
ND
EXI
STI
NGHW = 694.60
100
100HW = 700.93
100HW = 703.22
HW = 710.07100
FL 693.47
2-6'x3'
MB
C
EXI
STI
NG
FL 698.13
2-42"
RC
P
EXI
STI
NG
(-)0.50%
L = 150.00
K = 121
ex = -0.23'
EL 699.13
VPI STA 73+00.00(+)0.50% (-)1.35%
L = 200.00
K = 108
ex = -0.46'
EL 713.17
VPI STA 105+50.00
CULVERT D
CULVERT E
CULVERT F
CULVERT G
FL 697.7
6'
X3'
SB
C
PR
OP
OS
ED
(M
AR
K
AL
EX
AN
DE
R
CT)
PRI
VA
TE
DRI
VE
(K
AT
HI
E
CT)
PRI
VA
TE
DRI
VE
EXISTING ROADWAY TYPICAL SECTION
2.0% 4.0%
3:1 MAX
10:1 USUAL
2.0%4.0%
3:1 MAX6:1
USUAL
12' LANE12' LANE10' SHLDR
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
3:1
USUAL
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
1'
22' 22'
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
STORM DRAIN
VARIES
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
PGL
ASPHALT PAVING
PROPOSED CROSS STREET TYPICAL SECTION
VARIESVARIES
ASPHALT PAVING
PROPOSED CROSS STREET TYPICAL SECTION
EXI
ST
R.
O.
W.
R.O.W. VARIES (39'-62')
CR 106
CR 60
CR 107
[
EXIST/PROP
[
EXIST/PROP
EXI
ST
R.
O.
W.
12' LANE
2% MAX
12' LANE
2% MAX
6:1
8'
6:1
8'
3:1 MAX
4:1 USUAL
3:1
MAXUSUAL4:1
PGL RTPGL LT
TRANSITION 2 LANE RURAL TO 4 LANE URBAN
EXISTING ROADWAY TYPICAL SECTION
EXI
ST
R.
O.
W.
(SEE NOTE)
MEDIAN
RAISED
STA 127+90 TO STA 129+00
NOTE: RAISED ASPHALT MEDIAN
SH 289 STA 121+00 TO STA 129+00
PGL
R.O.W. VARIES (175'-205')
40' MEDIAN
47'
11' LANE14' LANE1' OFFSET
47'
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
2% MAX
4 LANE URBAN
EXISTING ROADWAY TYPICAL SECTION
1'
22' 22'
PGL LT
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
5'
11' LANE 14' LANE 1' OFFSET
2% MAX
1'
PGL RT MAX
1.5%
5'
SH 289 STA 129+00
175' R.O.W.
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
1'
22' 22'
3:1
MAX4:1 USUAL
MAX
1.5%
R.O.W. VARIES (134'-238')
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
14' LANE1' OFFSET
EXI
ST
R.
O.
W.
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
1'
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
TRANSITION TO EXISTING SECTION
PROPOSED ROADWAY TYPICAL SECTION
STORM DRAIN
R.O.W. VARIES (116'-165')
2' 2'
EXIST [
EXIST [
VARIES (0'-42')
VARIES (41'-57') VARIES (41'-47')
(18'-40')
MEDIAN VARIES(0'-13')
LANE VARIES
OFFSET
(11'-29')
(11'-12')
LANE VARIES
(11'-12')
LANE VARIES
PGL
(40'-42')
MEDIAN VARIES
49'49'
49' 49'
EXIST [PROP [
VARIES (47'-49')VARIES (47'-49')
PROP [ EXIST [
VARIES (0'-44')
EXIST/PROP [
VARIES (26'-31')
R.O.W. VARIES (176.2'-187')
VARIES (20'-70')
R.
O.
W.
EXI
ST
(0'-2')
VARIES
(37'-49.2')
VARIES
(14'-29')
VARIES
SHLDR
(10'-29')
VARIES
SHLDR *
VARIES (44'-63')
TO STA 121+00 (29')
VARIES FROM STA 113+00 (10') *
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
1'
22' 22'
MAX
1.5%
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
49'49'
EXIST [PROP [
VARIES (27'-31')
VARIES (38'-145')
4:14:1
3:1
MA
X
4:1
US
UAL
6' MAX
1.5%
EXI
ST
R.
O.
W.
6:1
WALL
RETAINING
DETAIL A
PGL
PGL
PGL
PGL
(0'-48.4')
VARIES
(6'-10')
VARIES
3:1
MAX4:1 USUAL*
71'
R.O.W. VARIES (133.4'-208')
R.O.W. VARIES (174'-281')
38'
VARIES (33'-51')
15'
24'
LANE
12'
LANE
12'
6' 6'
6' 6'
6' 6'
4'4'
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
* CR 102
[
EXIST
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
22' 22'
3:1
MAX4:
1 USUAL
R.
O.
W.
EXI
ST
49'
EXIST [
VARIES (0'-44')
PROP [
VARIES (20'-145')
PGL
(20'-121')
VARIES
(15'-71')
VARIES
R.O.W. VARIES (156'-281')
12' LANE14' LANE 1'1' OFFSET
2% MAXMAX
1.5%
6'
MAX
1.5%
6'
1' OFFSET12' LANE 14' LANE
2% MAX
1'
R.
O.
W.
EXI
ST
(15'-51')
VARIES
(2.3'-164')
VARIES
(31.5'-164')
VARIES
3:1
MAX4:1 USUAL*
SEE DETAIL A*
VARIES
6:1 4:14:1 6:
1
54' R.O.W.
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
6:1 4:1
24'
2.00% 2.00%
2.00% 2.00%
2.00% 2.00%
2.00%
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED W/ TURN LANES
PROPOSED ROADWAY TYPICAL SECTION
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
LANE
12'
LANE
12'
VARIES (20'-60')
(0'-90')
VARIES
(15'-71')
VARIES
VARIES (15'-72')
SHDR
SOFT
2'
SHDR
SOFT
2'
SH
SF
2'
SH
SF
2'
PRESCRIBED R.O.W.
PRESCRIBED R.O.W.
PED RAIL
2.00%
(31'-42')
MEDIAN VARIES
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
SH 289 STA 0+26.90 TO STA 121+00
(0'-11')
VARIES
TURN LANE
VARIES (49'-60')
VARIES (21'-22') VARIES (21'-22')
13'
2.00%2.00%
VARIESVARIES
ASPHALT PAVED
EXISTING CROSS STREET TYPICAL SECTION
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
3:1 MAX6:1
USUAL
3:1 MAX
10:1 USUAL3:
1 USUAL
CR 106
CR 60
CR 107
PGL
VARIES (18'-24')
LANE
(9'-12')
VARIES
LANE
(9'-12')
VARIES
[
EXIST
R.O.W. VARIES (30'-40')
UNPAVED
EXISTING CROSS STREET TYPICAL SECTION
3:1 MAX6:1
USUAL3:1 MAX
6:1 USUAL
CR 102
PGL
VARIESVARIES
LANE
12'
EXI
ST
R.
O.
W.
30' R.O.W.
EXI
ST
R.
O.
W.
[
EXIST
22'
12' LANE 14' LANE 1' OFFSET1'
MAX
1.5%
49'
EXIST [PROP [
PGL
6'
2.00%
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
PR
OP
R.
O.
W.
22'
12' LANE14' LANE 1'1' OFFSET
MAX
1.5%
6'
R.
O.
W.
EXI
ST
2.00%
TY II MONO CURB (TYP.)
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
VARIES (49'-60')
3:1
MAX4:
1 USUAL
(31'-42')
MEDIAN VARIES
VARIES (70'-80')
(37.5'-47.3')
VARIES
22'
EXIST [PROP [
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
22'
12' LANE14' LANE1' OFFSET 1'
MAX
1.5%PGL
6'
2.00%
12' LANE 14' LANE1' 1' OFFSET
MAX
1.5%
6'
2.00%
TY II MONO CURB (TYP.)
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
31' MEDIAN
60'49'41'
R.
O.
W.
EXI
ST
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
|
PROP
TRANSITION TO 2 LANE RURAL
PROPOSED ROADWAY TYPICAL SECTION
PGL6:1
4:1
PR
OP
R.
O.
W.
(4'-10')
SHLDR VARIES
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
[
EXIST
VARIES VARIES (104.7'-121') VARIES
VARIES
VARIES
SHLDR
10'
LANE
12'
LANE
14'
VARIES
VARIES
(11.7'-22')
(12.3'-35.8')
VARIES
FLUSH MEDIAN
6:14:1
EXI
ST
R.
O.
W.
PR
OP
R.
O.
W.
TRANSITION TO 2 LANE RURAL
PROPOSED ROADWAY TYPICAL SECTION
PGL
2.0% 2.0%
& EXIST [
PROP |
6:14:1
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
10'
SHLDR
12'
LANE
LANE VARIES 10
SHLDR
(0'-12.3')
VARIES
MEDIAN
FLUSH
VARIES
(0'-11.7')
VARIES
(0'-0.5')
VARIES (22'-33.7') VARIES (22'-36.5')
VARIES (44'-70.2')
EXI
ST
R.
O.
W.
VARIESVARIES
(0'-2')
VARIES
R.O.W. VARIES (135'-137')
27'
R.O.W. VARIES (157'-167')
R.O.W. VARIES (157'-167')
SH 289 STA 986+89.60 TO STA 992+89.57
SH 289 STA 992+89.57 TO STA 1000+00
SH 289 STA 1000+00 TO STA 9+14.91
SH 289 STA 128+00 TO STA 129+00
SH 289 STA 110+00 TO STA 121+34
SH 289 STA 83+55 TO STA 94+97
SH 289 STA 46+20 TO STA 57+80
SH 289 STA 121+34 TO STA 128+00
SH 289 STA 94+97 TO STA 110+00
SH 289 STA 77+00 TO STA 83+55
SH 289 STA 33+75 TO STA 46+20
SH 289 STA 57+80 TO STA 77+00
SH 289 STA 16+11.78 TO STA 33+75
SH 289 STA 9+14.91 TO STA 16+11.76
STA 123+42.14 TO STA 125+49.30
4:16:1
4:16:1
VARIES (36'-41')
R.O.W. VARIES (174'-177')
10:1 USUAL4:14:1
EXI
ST
R.
O.
W.
38'
4:1
3:1 MAX
6:1 USUAL
3:1 MAX
6:1 USUAL4:
1
LANE
12'
(0'-14')
(40'-46') (31'-45')
(0'-14')
LANE VARIES
LANE
12'
VARIES (22'-36')
(0'-34')(2'-42')
2.0% TO 1% 2.0% TO (-1%)
(0.5'-22')
(24'-31')
42'
2.0% TO 1% 2.0% TO (-1%)
2.0% TO (-1%)2.0% TO 1.0%
20'
(0'-20')
VARIES(20'-26')
692.3
693.1
694.3
695.9
696.8
697.5
698.0
698.5
699.0
699.5
699.8
700.3
700.8
701.4
701.8
702.1
702.6
703.1
703.5
704.0
704.4
704.9
705.4
705.9
706.2
706.7
707.1
707.6
708.0
708.4
709.1
709.5
710.1
710.6
711.0
711.6
712.0
712.2
712.8
713.2
713.9
714.3
714.4
714.3
714.0
713.7
713.3
712.7
712.6
712.2
712.1
711.5
711.1
710.6
710.3
710.1
710.3
711.1
712.5
714.5
716.5
718.7
721.3
724.2
727.0
693.21
693.92
694.66
695.40
696.15
696.89
697.64
698.38
698.89
698.63
698.13
697.63
697.13
696.63
696.35
696.85
697.58
698.30
699.02
699.75
700.58
701.42
702.25
703.08
703.80
704.40
705.00
705.60
706.20
706.80
707.40
708.00
708.60
709.20
709.80
710.40
710.90
711.41
711.91
712.42
712.81
712.38
711.15
709.80
708.52
707.99
708.42
709.60
710.85
712.10
713.02
712.85
712.35
711.85
711.35
710.85
710.42
710.77
712.08
714.17
716.34
718.50
721.33
724.16
726.99
HORIZONTAL
SCALE IN FEETROLL of 2
TRANSPORTATIONTEXAS DEPARTMENT OF
DATE APPROVED
C
SH 289
all rights reserved
2017 by Texas Department of Transportation;
ROADWAY SECTION DESIGN SPEED
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIALDESIGN SCHEMATIC
JAMES K. SELMAN, P.E. DISTRICT ENGINEER
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA289
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
3537
380
2478
75
5
2170
2551
3286
1378
982
982
33
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544 G
B78
D
B289
PROSPER
C
B289
3356
ALTOGA
D
B78
E
B78
F
B78
CROSSING
LOWRY
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
FAIRVIEW
DALLAS CO. ROCKWALL CO.
HU
NT
CO.
DE
NT
ON C
O.
GRAYSON CO.
FANNIN CO.
CO.COLLIN
END CSJ: 0091-03-022
END PROJECT
SH 289 STA 129+00.00
FUNCTIONAL CLASS
CR 102
CR 106
CR 107
CR 60
SH 289
0 400200 600100
*
30 MPH
30 MPH
30 MPH
45 MPH
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
LOCAL (UNPAVED)
LOCAL (PAVED)
LOCAL (PAVED)
LOCAL (PAVED)
URBAN PRINCIPAL ARTERIAL
N.T.S.
PROJECT LENGTH: 2.559 MILES (13,510.40 FT)TO: N CR 60/CR 107 (GRAYSON C/L)
FROM: N BUS 289C, NORTH OF CELINA
CSJ : 0091-03-022
BEGIN CSJ: 0091-03-022
BEGIN PROJECT
SH 289 STA 986+89.60
SEPTEMBER 2017HORIZONTAL
SCALE IN FEETROLL of 2
TRANSPORTATIONTEXAS DEPARTMENT OF
DATE APPROVED
C
SH 289
all rights reserved
2017 by Texas Department of Transportation;
ROADWAY SECTION DESIGN SPEED
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIALDESIGN SCHEMATIC
JAMES K. SELMAN, P.E. DISTRICT ENGINEER
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA289
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
3537
380
2478
75
5
2170
2551
3286
1378
982
982
33
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544 G
B78
D
B289
PROSPER
C
B289
3356
ALTOGA
D
B78
E
B78
F
B78
CROSSING
LOWRY
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
FAIRVIEW
DALLAS CO. ROCKWALL CO.
HU
NT
CO.
DE
NT
ON C
O.
GRAYSON CO.
FANNIN CO.
CO.COLLIN
END CSJ: 0091-03-022
END PROJECT
SH 289 STA 129+00.00
FUNCTIONAL CLASS
CR 102
CR 106
CR 107
CR 60
SH 289
0 400200 600100
*
30 MPH
30 MPH
30 MPH
45 MPH
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
LOCAL (UNPAVED)
LOCAL (PAVED)
LOCAL (PAVED)
LOCAL (PAVED)
URBAN PRINCIPAL ARTERIAL
N.T.S.
PROJECT LENGTH: 2.559 MILES (13,510.40 FT)TO: N CR 60/CR 107 (GRAYSON C/L)
FROM: N BUS 289C, NORTH OF CELINA
CSJ : 0091-03-022
BEGIN CSJ: 0091-03-022
BEGIN PROJECT
SH 289 STA 986+89.60
SEPTEMBER 2017
[
(+)2.0
0 %
(+)3.3
0 % (+)1
.64 %
EL 705.56
ST
A 0
+85.00
EL 706.88
ST
A 1
+35.00
EL 708.20
ST
A 1
+75.00
EL 709.44
ST
A 2
+25.00
EL 709.71
ST
A 2
+41.18
ST
A 89
+10.21
SH 289
EL 703.86
L = 50.00
K = 38
ex = 0.08'
EL 706.06
VPI STA 1+10.00L = 50.00
K = 30
ex = -0.10'
EL 709.03
VPI STA 2+00.00
709.8
706.2
706.4
707.6
708.6
709.1
703.86
704.86
705.89
707.38
708.93
[
EL 714.25
VPI STA 0+60.00
(+)2.0
0 %
(+)2.3
6 %
(+)2.1
4 %
EL 713.91
VPI STA 1+30.00
EL 718.29
ST
A 2
+45.02
ST
A 115
+55.41
SH 289
EL 713.05
717.4
711.8
712.9
715.3
716.3
718.5
713.05
714.05
715.20
716.34
717.41
10+00
11+00
12+00
65+0070+00 75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00 120+00125+00
0+00
1+00
2+00
0+00
1+00
2+00
720
730
740
660
670
680
690
700
710
65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00
127+26.31=P.T. Station
113+55.85=P.C. Station
11,459.1600=Radius
1,370.4600=Length
686.0479=Tangent
0° 30' 00.00"=Degree
6° 51' 08.27" (RT)=Delta
120+41.90=P.I. Station
SH 289 - CURVE 4
SH 289
TYPICAL SECTIONS2
MA
TC
HLI
NE
ST
A. 65
+00
CSJ: 0091-03-022
MA
TC
HLI
NE
ST
A. 65
+00
CSJ: 0091-03-022
SH 289
SH 289
PT STA 74+98.35
PC STA 113+55.85
PT STA 127+26.31
EXISTING GROUND
EXISTING GROUND
EXISTING CULVERT
2
74+98.35=P.T. Station
53+05.47 =P.C. Station
10,000.0000 =Radius
2,192.8792 =Length
1,100.8545 =Tangent
0° 34' 22.65"=Degree
12° 33' 51.38" (LT) =Delta
64+06.32 =P.I. Station
SH 289 - CURVE 3
MATCH EXISTING PAVEMENT
STA 129+00.00
CSJ: 0091-03-022
END PROJECT
ST
A 128
+00.00
ST
A 129
+00.00
TRAFFIC DATA
28'
720
730
740
660
670
680
690
700
710
9
8
1617
18 19
20
21
22
23
24
25
26
27
28
30
31
13
14
15
32
33
10 11 12
S F COLLIN COUNTY LLCO'DELL RANDY KEITH ETAL
PRESTON 51 CR 102 LP
A P SOMMERHALDER LLC
CADG CELINA 156 LLC
OLD CELINA LTD
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
SANGANI PROPERTIES LTDCOLLERAIN ALICE C EJAZ INVESTMENT GROUP INC
TANG MINH & MARIE
SCK REVOCABLE TRUST
MICHAEL FAMILY TRUST
MICHAEL FAMILY TRUST
TA PROPERTIES II LTD
SCK REVOCABLE TRUST
CFG REALTY LLC
HALLFORD RAY A
29
SHMAISANI ISSAM AL
VAN FAMILY TRUST
28 & 12 FARM ON PRESTON ROAD LTD
GOETTSCHE TERI TRUST
28'
28'
WINCHESTER DOROTHY M
660
670
680
690
700
710
670
680
690
700
710
720
0+00 1+00 2+000+00 1+00 2+00
CR 106 CR 102
36'
FROM [ TO 20' OFFSET FROM [.
TRANSITION INSIDE CURB (BOTH SIDES) FROM 21' OFFSET
FROM 49' OFFSET FROM [ TO 47' OFFSET FROM [.
TRANSITION OUTSIDE CURB(BOTH SIDES)100' TRANSITION:
30'
146'
LEFT
STA SLOPE
87+00.00
93+00.00
97+80.00
(+)2.0%
(-)2.0%
(-)2.0%
(+)2.0%
SUPERELEVATION TABLE
83+00.00
LEFT
STA SLOPE
(+)2.0%
(-)2.0%
(-)2.0%
(+)2.0%
SUPERELEVATION TABLE
109+20.00
114+00.00
117+00.00
121+80.00
3,857.30'S 00°10' 23.71"
E
173.69'
S 06°40' 44.56" W
25'
30'
[ CR 106 STA 0+00.00
[ SH 289 STA 89+10.21=
EXI
ST
PR
OP
EXI
ST
PR
OP
EXI
ST
PR
OP
EXI
ST
PR
OP
21'
20'
21'
SCALE IN FEET
HORIZ: 1"=200'
VERT: 1"=20'
05
50 0 100 200 300
302010
SCALE IN FEET
HORIZ: 1"=200'
50 0 100 200 300
MATCH EXISTING PAVEMENT
EL 726.99
STA 129+00.00
CSJ: 0091-03-022
END PROJECT
SH 289 PROFILE
SH 289 PROFILE
146'
PRESTON CELINA LP
350'
WESTGATE 115 INVESTOR
3
PARCEL # OWNER'S NAME PARCEL # OWNER'S NAME
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
COLLERAIN ALICE C
SANGANI PROPERTIES LTD
CLARK HAROLD R
OLD CELINA LTD
CADG CELINA 156 LLC
A P SOMMERHALDER LLC
PRESTON 51 CR 102 LP
O'DELL RANDY KEITH ETAL
S F COLLIN COUNTY LLC
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
RASOR JOHN T & KATHERINE L - LE
WESTGATE 115 INVESTOR
PRESTON ROAD '40 LTD
PRESTON ROAD '50 LTD
RASOR FAMILY RANCH LP
MCCUTCHIN RONALD FAMILY PARTNERSHIP LTD
WINCHESTER DOROTHY M
GOETTSCHE TERI TRUST
28 & 12 FARM ON PRESTON ROAD LTD
VAN FAMILY TRUST
SHMAISANI ISSAM AL
HALLFORD RAY A
CFG REALTY LLC
KING SUSIE CANNADAY
TA PROPERTIES II LTD
RUTLEDGE ROGER H
MICHAEL FAMILY TRUST
MICHAEL FAMILY TRUST
KING SUSIE CANNADAY
TANG MINH & MARIE
EJAZ INVESTMENT GROUP INC
STA 78+65.00
PROP (2)-6'X3' BC
CULVERT D
STA 111+86.03
EXTEND (2)-7'X4' BC
CULVERT F
F.G. = 711.59
STA 122+70.32
BEGIN BRIDGE CLASS CULVERT
CULVERT G
F.G. = 712.15
STA 123+04.00
END BRIDGE CLASS CULVERT
CULVERT G
3
4
R=50' (TYP)
R=50' (TYP)
28'
28'SH 289 [
STA 2+41.18
[ CR 102 STA 0+00.00
[ SH 289 STA 115+55.41
(TYP)
TY 7 RAMP
(TYP)
TY 7 RAMP
(24'-12' LANES)
BEGIN TRANSITION
STA 1+55.02
(24'-12' LANES)
END TRANSITION
STA 2+45.02
STA 125+49.30
END RETAINING WALL
STA 123+42.14
BEGIN RETAINING WALL425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
END MBGF (DAT)
STA 125+81.25
BEGIN MBGF (SGT)
STA 121+03.05
EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING DRAINAGE
LEGEND
S
ETAT
S
FO
AXET
IN
SS
OR
P
E
F
ENI LANOG
ER
E
114172
LIC SEDEN
JUSTIN K. BAKER
9/22/2017
S
ETAT
S
FO
AXET
IN
SS
OR
P
E
F
ENI LANOG
ER
E
114172
LIC SEDEN
JUSTIN K. BAKER
9/22/2017
98'
42'
70'
70'
39'
50'
39'
70'
70'
39'
42'
39' 50'
205'
42'
70'
90'7
0'
EASEMENT
EXISTING DRAINAGE
PROPOSED RETAINING WALLS
PROPOSED CULVERTS
EXISTING RAILROAD
PROPOSED DRIVEWAYS
PROPOSED CROSS STREET
PROPOSED ROADWAY
PROPOSED DITCH
EXISTING DRAINAGE FLOW DIRECTION
ACCORDANCE WITH TxDOT ACCESS CONTROL MANUAL)
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN
EXISTING DRAINAGE EASEMENT
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
STA 89+44.03
PROP 6'X3' BC
CULVERT E
SH 289
12,700
11,400
7,700
TRAFFIC DATA
ADT YR 2051
ADT YR 2041
ADT YR 2021
12,200
10,900
7,300
13,000
11,600
7,800
CO
LLIN
CO
UN
TY
LIN
E
CR
60
CR 10
7
GR
AY
SO
N
CO
UN
TY
LIN
E
CR 10
6
CR 10
2
BU
S 289
150
100
50
150
100
50
500
400
200
500
400
200
150
100
50
10,400
9,300
6,300
300
200
100
860
740
520
60
40
20
360
240
120
1,000
900
600
OCTOBER 21, 2016
PROGRAMMING AND PLANNING DIVISION MEMORANDUM
TEXAS DEPARTMENT OF TRANSPORTATION,
SOURCE OF DATA:
60
40
20
COMMERCIAL, FARM, RANCH & RESIDENTIAL.
DRIVEWAYS SHALL BE DESIGNED PER ROADWAY DESIGN MANUAL, APPENDIX C, SECTION 3. DRIVEWAY TYPES INCLUDED:9.
DISTRICT DECEMBER 2016
ALL PARCEL INFORMATION UPDATED FROM COLLIN COUNTY APPRAISAL DISTRICT AND GRAYSON COUNTY APPRAISAL8.
PS&E PHASE OF THE PROJECT.
CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED DURING THE7.
EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED THERE IS A SAFETY ISSUE.6.
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM RECORD DOCUMENTS & FIELD SURVEY AND5.
DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB (UNLESS NOTED OTHERWISE).4.
SUPERELEVATION AXIS IS ABOUT PGL.3.
AND DRIVEWAYS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL GOVERNMENTS.
MEDIAN OPENINGS ARE DETERMINED IN COORDINATION WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS2.
EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED ON AERIAL SURVEYS AND RECORD PLANS.1.
NOTES:
STORM DRAIN
TELEPHONE
GAS
FIBER OPTIC
WATER
SANITARY SEWER
ELECTRIC
UTILITY DISCLAIMER:T6
TELE
E1INFORMATION.
FOR THE ACCURACY OR COMPLETENESS OF THE UTILITY
CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY
EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF
VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL
THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM
UTILITY LEGEND
660
660
660
660
670
670 670
670
670
670
670
670
670
670
670
670
670
670
670
670670
670
670
670
670
670
670
670
670
670
670
680
680
680
680
680
680
680
680
680
680
680
680
680
680
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
690
700
700
TTTT
T
GTTTTT
CR 107 (
MA
RI
LE
E
RD)
CR 60 (
MA
RI
LE
E
RD)
GR
AY
SO
N
CO
UN
TY
CO
LLI
N
CO
UN
TY
GR
OU
ND
OB
SC
UR
ED
GR
OU
ND
OB
SC
UR
ED
S
SCATTERED TREES
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
S
S
S
S
4-10'x10'
MBC
3-5'x5'
MB
C
9'x6'
SB
C
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
SCATTERED TREES
PROP R.O.W.PROP R.O.W.PROP R.O.W.
PROP R.O.W.
PROP R.O.W.
PROP R.O.W.
146'
350'
120'12
0'600'
54'
198'
EXIST R.O.W.
EXIST R.O.W.
EXIST R.O.W.
146'
PROP R.O.W.
EXIST R.O.W.
PROP R.O.W.PROP R.O.W.
925'102'
36'
449'
EXIST R.O.W.
FF
F
FFF
F
FL 662.4
3-5'x5'
MB
C
PR
OP
OS
ED
FL 683.3
2-6'x6'
MB
C
PR
OP
OS
ED
(-)0.55% (-)0.75%
(-)0.75%(-)1.28%
(-)1.28% (-)0.35%(-)0.35% (+)0.50% (+)0.50% (-)0.56% (-)0.56%(+)1.
36%(+)1.
36% (+)2.1
4%
(+)2.1
4% (+)1.37%
(+)1.37%
(-)0.84%
(-)0.84%
EL 689.25
VPI STA 15+00.00
EL 684.75
VPI STA 21+00.00
L = 150.00
K = 162
ex = 0.17'
EL 677.09
VPI STA 27+00.00
L = 150.00
K = 176
ex = 0.16'
EL 674.64
VPI STA 34+00.00
L = 200.00
K = 104
ex = 0.48'
EL 672.74
VPI STA 45+00.00
EL 676.14
VPI STA 47+50.00
EL 688.44
VPI STA 54+50.00
L = 175.00
K = 92
ex = -0.41'
EL 695.54
VPI STA 61+25.00
EL 678.05
ST
A 26
+25.00
EL 676.83
ST
A 27
+75.00
EL 676.27
ST
A 37
+25.00
EL 676.22
ST
A 38
+75.00
EL 673.30
ST
A 44
+00.00
EL 674.10
ST
A 46
+00.00
EL 694.80
ST
A 62
+12.50
EL 693.43
ST
A 63
+75.00
(+)0.74%
L = 150.00
K = 95
ex = 0.30'
EL 692.80
VPI STA 64+50.00
EL 694.62
ST
A 60
+37.50
ST
A 9
+98.63
EL 692.01
[
CR 107
ST
A 10
+08.32
EL 691.95
[
CR 60
25HW = 666.83
25HW = 669.40
FL 662.06
3-5'x5'
MB
C
EXI
STI
NG
HW = 689.0625
(+)1.05 %
(+)1.05 %
HW = 668.81100
HW = 671.40100
L = 150.00
K = 194
ex = -0.14'
EL 683.64
VPI STA 51+00.00
EL 684.67
ST
A 51
+75.00
FL 660.5
4-10'x10'
MB
C
EX
TE
ND
EXI
STI
NG
FL 682.96
1-9'x6'
SB
C
EXI
STI
NG
L = 150.00
K = 142
ex = -0.20'
EL 676.64
VPI STA 38+00.00
HW = 690.17100
EL 674.90
ST
A 33
+25.00
EL 675.02
ST
A 34
+75.00
EL 682.03
ST
A 50
+25.00
CULVERT A
CULVERT B
CULVERT C
(-)0.50 % (+)0.46 %
(+)0.46 % (-)0.55 %
EL 693.24
ST
A 7
+75.00
L = 150.00
K = 148
ex = -0.19'
EL 693.65
VPI STA 1000+00.00
EL 693.30
ST
A 999
+25.00
L = 150.00
K = 157
ex = 0.18'
EL 689.50
VPI STA 991+00.00
EL 689.87
ST
A 990
+25.00
EL 689.85
ST
A 991
+75.00
(-)0.50 %
FL 684.15
1-42"
RC
P
EXI
STI
NG
EXISTING ROADWAY TYPICAL SECTION
2.0% 4.0%
3:1 MAX
10:1 USUAL
2.0%4.0%
3:1 MAX6:1
USUAL
12' LANE12' LANE10' SHLDR
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
3:1
USUAL
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
1'
22' 22'
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
STORM DRAIN
VARIES
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
PGL
ASPHALT PAVING
PROPOSED CROSS STREET TYPICAL SECTION
VARIESVARIES
ASPHALT PAVING
PROPOSED CROSS STREET TYPICAL SECTION
EXI
ST
R.
O.
W.
R.O.W. VARIES (39'-62')
CR 106
CR 60
CR 107
[
EXIST/PROP
[
EXIST/PROP
EXI
ST
R.
O.
W.
12' LANE
2% MAX
12' LANE
2% MAX
6:1
8'
6:1
8'
3:1 MAX
4:1 USUAL
3:1
MAXUSUAL4:1
PGL RTPGL LT
TRANSITION 2 LANE RURAL TO 4 LANE URBAN
EXISTING ROADWAY TYPICAL SECTION
EXI
ST
R.
O.
W.
(SEE NOTE)
MEDIAN
RAISED
STA 127+90 TO STA 129+00
NOTE: RAISED ASPHALT MEDIAN
SH 289 STA 121+00 TO STA 129+00
PGL
R.O.W. VARIES (175'-205')
40' MEDIAN
47'
11' LANE14' LANE1' OFFSET
47'
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
2% MAX
4 LANE URBAN
EXISTING ROADWAY TYPICAL SECTION
1'
22' 22'
PGL LT
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
5'
11' LANE 14' LANE 1' OFFSET
2% MAX
1'
PGL RT MAX
1.5%
5'
SH 289 STA 129+00
175' R.O.W.
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
1'
22' 22'
3:1
MAX4:1 USUAL
MAX
1.5%
R.O.W. VARIES (134'-238')
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
14' LANE1' OFFSET
EXI
ST
R.
O.
W.
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
1'
3:1
MAX4:1 USUAL
3:1
MAX4:1 USUAL
MAX
1.5%
14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
TRANSITION TO EXISTING SECTION
PROPOSED ROADWAY TYPICAL SECTION
STORM DRAIN
R.O.W. VARIES (116'-165')
2' 2'
EXIST [
EXIST [
VARIES (0'-42')
VARIES (41'-57') VARIES (41'-47')
(18'-40')
MEDIAN VARIES(0'-13')
LANE VARIES
OFFSET
(11'-29')
(11'-12')
LANE VARIES
(11'-12')
LANE VARIES
PGL
(40'-42')
MEDIAN VARIES
49'49'
49' 49'
EXIST [PROP [
VARIES (47'-49')VARIES (47'-49')
PROP [ EXIST [
VARIES (0'-44')
EXIST/PROP [
VARIES (26'-31')
R.O.W. VARIES (176.2'-187')
VARIES (20'-70')
R.
O.
W.
EXI
ST
(0'-2')
VARIES
(37'-49.2')
VARIES
(14'-29')
VARIES
SHLDR
(10'-29')
VARIES
SHLDR *
VARIES (44'-63')
TO STA 121+00 (29')
VARIES FROM STA 113+00 (10') *
42' MEDIAN12' LANE14' LANE1' OFFSET
PR
OP
R.
O.
W.
2% MAX
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
1'
22' 22'
MAX
1.5%
12' LANE 14' LANE 1' OFFSET
2% MAX
1'
MAX
1.5%
49'49'
EXIST [PROP [
VARIES (27'-31')
VARIES (38'-145')
4:14:1
3:1
MA
X
4:1
US
UAL
6' MAX
1.5%
EXI
ST
R.
O.
W.
6:1
WALL
RETAINING
DETAIL A
PGL
PGL
PGL
PGL
(0'-48.4')
VARIES
(6'-10')
VARIES
3:1
MAX4:1 USUAL*
71'
R.O.W. VARIES (133.4'-208')
R.O.W. VARIES (174'-281')
38'
VARIES (33'-51')
15'
24'
LANE
12'
LANE
12'
6' 6'
6' 6'
6' 6'
4'4'
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
* CR 102
[
EXIST
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
22' 22'
3:1
MAX4:
1 USUAL
R.
O.
W.
EXI
ST
49'
EXIST [
VARIES (0'-44')
PROP [
VARIES (20'-145')
PGL
(20'-121')
VARIES
(15'-71')
VARIES
R.O.W. VARIES (156'-281')
12' LANE14' LANE 1'1' OFFSET
2% MAXMAX
1.5%
6'
MAX
1.5%
6'
1' OFFSET12' LANE 14' LANE
2% MAX
1'
R.
O.
W.
EXI
ST
(15'-51')
VARIES
(2.3'-164')
VARIES
(31.5'-164')
VARIES
3:1
MAX4:1 USUAL*
SEE DETAIL A*
VARIES
6:1 4:14:1 6:
1
54' R.O.W.
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
PR
OP
R.
O.
W.
6:1 4:1
24'
2.00% 2.00%
2.00% 2.00%
2.00% 2.00%
2.00%
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
4 LANE URBAN DIVIDED W/ TURN LANES
PROPOSED ROADWAY TYPICAL SECTION
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
TY II MONO CURB (TYP.)
LANE
12'
LANE
12'
VARIES (20'-60')
(0'-90')
VARIES
(15'-71')
VARIES
VARIES (15'-72')
SHDR
SOFT
2'
SHDR
SOFT
2'
SH
SF
2'
SH
SF
2'
PRESCRIBED R.O.W.
PRESCRIBED R.O.W.
PED RAIL
2.00%
(31'-42')
MEDIAN VARIES
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
SH 289 STA 0+26.90 TO STA 121+00
(0'-11')
VARIES
TURN LANE
VARIES (49'-60')
VARIES (21'-22') VARIES (21'-22')
13'
2.00%2.00%
VARIESVARIES
ASPHALT PAVED
EXISTING CROSS STREET TYPICAL SECTION
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
3:1 MAX6:1
USUAL
3:1 MAX
10:1 USUAL3:
1 USUAL
CR 106
CR 60
CR 107
PGL
VARIES (18'-24')
LANE
(9'-12')
VARIES
LANE
(9'-12')
VARIES
[
EXIST
R.O.W. VARIES (30'-40')
UNPAVED
EXISTING CROSS STREET TYPICAL SECTION
3:1 MAX6:1
USUAL3:1 MAX
6:1 USUAL
CR 102
PGL
VARIESVARIES
LANE
12'
EXI
ST
R.
O.
W.
30' R.O.W.
EXI
ST
R.
O.
W.
[
EXIST
22'
12' LANE 14' LANE 1' OFFSET1'
MAX
1.5%
49'
EXIST [PROP [
PGL
6'
2.00%
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
PR
OP
R.
O.
W.
22'
12' LANE14' LANE 1'1' OFFSET
MAX
1.5%
6'
R.
O.
W.
EXI
ST
2.00%
TY II MONO CURB (TYP.)
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
VARIES (49'-60')
3:1
MAX4:
1 USUAL
(31'-42')
MEDIAN VARIES
VARIES (70'-80')
(37.5'-47.3')
VARIES
22'
EXIST [PROP [
4 LANE URBAN DIVIDED
PROPOSED ROADWAY TYPICAL SECTION
22'
12' LANE14' LANE1' OFFSET 1'
MAX
1.5%PGL
6'
2.00%
12' LANE 14' LANE1' 1' OFFSET
MAX
1.5%
6'
2.00%
TY II MONO CURB (TYP.)
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
31' MEDIAN
60'49'41'
R.
O.
W.
EXI
ST
EXI
ST
R.
O.
W.
EXI
ST
R.
O.
W.
|
PROP
TRANSITION TO 2 LANE RURAL
PROPOSED ROADWAY TYPICAL SECTION
PGL6:1
4:1
PR
OP
R.
O.
W.
(4'-10')
SHLDR VARIES
(0'-11')
VARIES
TURN LANE
(0'-11')
VARIES
TURN LANE
[
EXIST
VARIES VARIES (104.7'-121') VARIES
VARIES
VARIES
SHLDR
10'
LANE
12'
LANE
14'
VARIES
VARIES
(11.7'-22')
(12.3'-35.8')
VARIES
FLUSH MEDIAN
6:14:1
EXI
ST
R.
O.
W.
PR
OP
R.
O.
W.
TRANSITION TO 2 LANE RURAL
PROPOSED ROADWAY TYPICAL SECTION
PGL
2.0% 2.0%
& EXIST [
PROP |
6:14:1
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
10'
SHLDR
12'
LANE
LANE VARIES 10
SHLDR
(0'-12.3')
VARIES
MEDIAN
FLUSH
VARIES
(0'-11.7')
VARIES
(0'-0.5')
VARIES (22'-33.7') VARIES (22'-36.5')
VARIES (44'-70.2')
EXI
ST
R.
O.
W.
VARIESVARIES
(0'-2')
VARIES
R.O.W. VARIES (135'-137')
27'
R.O.W. VARIES (157'-167')
R.O.W. VARIES (157'-167')
SH 289 STA 986+89.60 TO STA 992+89.57
SH 289 STA 992+89.57 TO STA 1000+00
SH 289 STA 1000+00 TO STA 9+14.91
SH 289 STA 128+00 TO STA 129+00
SH 289 STA 110+00 TO STA 121+34
SH 289 STA 83+55 TO STA 94+97
SH 289 STA 46+20 TO STA 57+80
SH 289 STA 121+34 TO STA 128+00
SH 289 STA 94+97 TO STA 110+00
SH 289 STA 77+00 TO STA 83+55
SH 289 STA 33+75 TO STA 46+20
SH 289 STA 57+80 TO STA 77+00
SH 289 STA 16+11.78 TO STA 33+75
SH 289 STA 9+14.91 TO STA 16+11.76
STA 123+42.14 TO STA 125+49.30
4:16:1
4:16:1
VARIES (36'-41')
R.O.W. VARIES (174'-177')
10:1 USUAL4:14:1
EXI
ST
R.
O.
W.
38'
4:1
3:1 MAX
6:1 USUAL
3:1 MAX
6:1 USUAL4:
1
LANE
12'
(0'-14')
(40'-46') (31'-45')
(0'-14')
LANE VARIES
LANE
12'
VARIES (22'-36')
(0'-34')(2'-42')
2.0% TO 1% 2.0% TO (-1%)
(0.5'-22')
(24'-31')
42'
2.0% TO 1% 2.0% TO (-1%)
2.0% TO (-1%)2.0% TO 1.0%
20'
(0'-20')
VARIES(20'-26')
693.7
693.4
692.9
692.5
691.8
691.4
691.1
690.5
689.9
689.2
688.2
687.2
685.9
684.6
683.4
682.2
681.0
679.9
678.7
677.4
676.2
674.9
674.0
673.2
672.7
672.4
672.2
671.8
671.6
671.3
670.6
669.6
670.3
670.2
669.9
669.6
669.3
669.7
670.4
671.9
674.1
676.0
678.3
680.5
682.4
684.5
685.2
686.5
687.0
687.6
688.1
690.0
689.4
688.6
689.4
689.1
688.8
690.8
692.3
689.25
688.50
687.75
687.00
686.25
685.50
684.75
683.47
682.20
680.92
679.64
678.37
677.26
676.74
676.39
676.04
675.69
675.34
674.99
674.80
675.14
675.64
676.14
676.08
675.53
674.97
674.41
673.85
673.30
673.22
674.10
675.46
677.21
679.35
681.50
685.01
686.38
687.75
688.97
690.02
691.07
692.12
693.17
694.23
695.07
694.90
694.06
693.25
693.21
683.50
676.44
691.49
690.99
690.49
690.00
689.68
689.96
690.42
690.88
691.34
691.81
692.27
692.73
693.19
693.46
693.10
692.55
692.00
691.45
690.90
690.35
689.80
691.9
691.5
691.0
690.6
690.1
689.5
690.2
690.8
691.4
691.9
692.8
693.0
693.4
693.7
HORIZONTAL
SCALE IN FEETROLL of 2
TRANSPORTATIONTEXAS DEPARTMENT OF
DATE APPROVED
C
SH 289
all rights reserved
2017 by Texas Department of Transportation;
ROADWAY SECTION DESIGN SPEED
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIALDESIGN SCHEMATIC
JAMES K. SELMAN, P.E. DISTRICT ENGINEER
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA289
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
3537
380
2478
75
5
2170
2551
3286
1378
982
982
33
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544 G
B78
D
B289
PROSPER
C
B289
3356
ALTOGA
D
B78
E
B78
F
B78
CROSSING
LOWRY
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
FAIRVIEW
DALLAS CO. ROCKWALL CO.
HU
NT
CO.
DE
NT
ON C
O.
GRAYSON CO.
FANNIN CO.
CO.COLLIN
END CSJ: 0091-03-022
END PROJECT
SH 289 STA 129+00.00
FUNCTIONAL CLASS
CR 102
CR 106
CR 107
CR 60
SH 289
0 400200 600100
*
30 MPH
30 MPH
30 MPH
45 MPH
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
LOCAL (UNPAVED)
LOCAL (PAVED)
LOCAL (PAVED)
LOCAL (PAVED)
URBAN PRINCIPAL ARTERIAL
N.T.S.
PROJECT LENGTH: 2.559 MILES (13,510.40 FT)TO: N CR 60/CR 107 (GRAYSON C/L)
FROM: N BUS 289C, NORTH OF CELINA
CSJ : 0091-03-022
BEGIN CSJ: 0091-03-022
BEGIN PROJECT
SH 289 STA 986+89.60
SEPTEMBER 2017HORIZONTAL
SCALE IN FEETROLL of 2
TRANSPORTATIONTEXAS DEPARTMENT OF
DATE APPROVED
C
SH 289
all rights reserved
2017 by Texas Department of Transportation;
ROADWAY SECTION DESIGN SPEED
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
FIRM REGISTRATION NUMBER 230
PREPARED BY TEAGUE NALL AND PERKINS, INC.
URBAN PRINCIPAL ARTERIALDESIGN SCHEMATIC
JAMES K. SELMAN, P.E. DISTRICT ENGINEER
MARILEE
CELINA
RHEA
MILLS
WESTON ANNA
DESERT
BLUE
RIDGE
PIKE
FARMERSVILLE
NEVADA
LAVON
WYLIEMURPHY
PLANO
PRINCETON
VERONA
VALDASTA
MC KINNEY
CULLEOKA
SEDALIA289
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
3537
380
2478
75
5
2170
2551
3286
1378
982
982
33
289
1193
2786
289
2514
1378 2514
20554478
2755
3412
380
54778
1778547
6
1777
66
1138
6
1138
2862
LAKE LAVON
3364
544 G
B78
D
B289
PROSPER
C
B289
3356
ALTOGA
D
B78
E
B78
F
B78
CROSSING
LOWRY
WESTMINSTER
ALLEN
FRISCO
NEW HOPE
JOSEPHINECOPEVILLE
PARKER
LUCAS
MELISSA
2551
FAIRVIEW
DALLAS CO. ROCKWALL CO.
HU
NT
CO.
DE
NT
ON C
O.
GRAYSON CO.
FANNIN CO.
CO.COLLIN
END CSJ: 0091-03-022
END PROJECT
SH 289 STA 129+00.00
FUNCTIONAL CLASS
CR 102
CR 106
CR 107
CR 60
SH 289
0 400200 600100
*
30 MPH
30 MPH
30 MPH
45 MPH
* SIDESTREET GEOMETRY TO MATCH EXISTING CONDITIONS
LOCAL (UNPAVED)
LOCAL (PAVED)
LOCAL (PAVED)
LOCAL (PAVED)
URBAN PRINCIPAL ARTERIAL
N.T.S.
PROJECT LENGTH: 2.559 MILES (13,510.40 FT)TO: N CR 60/CR 107 (GRAYSON C/L)
FROM: N BUS 289C, NORTH OF CELINA
CSJ : 0091-03-022
BEGIN CSJ: 0091-03-022
BEGIN PROJECT
SH 289 STA 986+89.60
SEPTEMBER 2017
EL 693.08
ST
A 12
+08.42
EL 691.95
ST
A 12
+96.00
EL 692.50
VPI STA 12+35.25
(-)2.48 %
(-)1.90 %
(-)0.90 %
]
= 688.96
24"
RC
P
[
SH 289
EL 692.77
12+21.00
VPI STA
692.6
692.37
693.3
EL 692.01
[
SH 289
(-)0.87 %
(+)0.10 %
(+)2.9
5 %
(+)0.68 %EL 691.48
ST
A 0
+65.00
EL 693.31
ST
A 1
+85.00
EL 693.75
ST
A 2
+00.00
EL 694.66
ST
A 2
+50.00
ST
A 0
+00.00
L = 50.00
K = 22
ex = -0.14'
EL 694.49
VPI STA 2+25.00
L = 120.00
K = 42
ex = 0.43'
EL 691.54
VPI STA 1+25.00
EL 691.48
VPI STA 0+61.26
694.3
692.5
692.9
693.4
693.9
692.01
691.57
691.66
692.42
693.75
694.7
692.66
694.7
694.7
985+00 990+00 995+001000+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00
60+00
65+00
10
+00
0+00
640
650
660
670
680
690
700
710
10+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00
74+98.55=P.T. Station
53+05.67 =P.C. Station
10,000.0000 =Radius
2,192.8792 =Length
1,100.8545 =Tangent
0° 34' 22.65"=Degree
12° 33' 51.38" (LT) =Delta
64+06.53 =P.I. Station
SH 289 - CURVE 3
60+00 65+00
CLARK'S BRANCH
1 TYPICAL SECTIONS
SH 289
1
PARCEL # OWNER'S NAME
MA
TC
HLI
NE
ST
A. 65
+00
CSJ: 0091-03-022
MA
TC
HLI
NE
ST
A. 65
+00
CSJ: 0091-03-022
15+00
SH 289
1
SH 289
12,700
11,400
7,700
TRAFFIC DATA
ADT YR 2051
ADT YR 2041
ADT YR 2021
630
640
650
660
670
680
690
700
710
630
PRESTON ROAD '50 LTD PRESTON ROAD '40 LTD
2 3
WESTGATE 115 INVESTOR
4
5
6
9
7
CLARK HAROLD R
CLARK HAROLD R CLARK HAROLD R
CLARK HAROLD R
8
CLARK'S BRANCH
650
660
670
680
690
700
CR 107 CR 60
650
660
670
680
690
700
0+00 1+00 2+00
S 12°23'27.67" W
4,485.6
12,200
10,900
7,300
13,000
11,600
7,800
CO
LLIN
CO
UN
TY
LIN
E
CR
60
CR 10
7
GR
AY
SO
N
CO
UN
TY
LIN
E
CR
10
6
CR
10
2
BU
S
289
150
100
50
150
100
50
500
400
200
500
400
200
150
100
50
10,400
9,300
6,300
300
200
100
860
740
520
60
40
20
360
240
120
1,000
900
600
(B
Y
OT
HE
RS)
FU
TU
RE
ST
AL
LC
UP
BL
VD
EXI
ST
PR
OP
EXI
ST
PR
OP
EXI
ST
PR
OP
PR
OP
EXI
ST
OCTOBER 21, 2016
PROGRAMMING AND PLANNING DIVISION MEMORANDUM
TEXAS DEPARTMENT OF TRANSPORTATION,
SOURCE OF DATA:
SCALE IN FEET
HORIZ: 1"=200'
VERT: 1"=20'
05
50 0 100 200 300
302010
SCALE IN FEET
HORIZ: 1"=200'
50 0 100 200 300
35
34
RASOR FAMILY RANCH LP
RASOR FAMILY RANCH LP
PARTNERSHIP LTD
MCCUTCHIN RONALD FAMILY
PARCEL # OWNER'S NAME
60
40
20
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
COLLERAIN ALICE C
SANGANI PROPERTIES LTD
CLARK HAROLD R
OLD CELINA LTD
CADG CELINA 156 LLC
A P SOMMERHALDER LLC
PRESTON 51 CR 102 LP
O'DELL RANDY KEITH ETAL
S F COLLIN COUNTY LLC
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
CLARK HAROLD R
RASOR JOHN T & KATHERINE L - LE
WESTGATE 115 INVESTOR
PRESTON ROAD '40 LTD
PRESTON ROAD '50 LTD
RASOR FAMILY RANCH LP
MCCUTCHIN RONALD FAMILY PARTNERSHIP LTD
WINCHESTER DOROTHY M
GOETTSCHE TERI TRUST
28 & 12 FARM ON PRESTON ROAD LTD
VAN FAMILY TRUST
SHMAISANI ISSAM AL
HALLFORD RAY A
CFG REALTY LLC
KING SUSIE CANNADAY
TA PROPERTIES II LTD
RUTLEDGE ROGER H
MICHAEL FAMILY TRUST
MICHAEL FAMILY TRUST
KING SUSIE CANNADAY
TANG MINH & MARIE
EJAZ INVESTMENT GROUP INC
LEFT
STA SLOPE
(+)2.0%
(+)1.0%
(+)1.0%
(+)2.0%
SUPERELEVATION TABLE
999+20.00
STA SLOPE
(-)2.0%
(+)1.0%
(+)1.0%
(-)2.0%
999+20.00
RIGHT
9+20.00
10+85.00
13+85.00
9+20.00
10+85.00
13+85.00
996+07.21=P.T. Station
992+08.59 =P.C. Station
7,870.0000 =Radius
398.6151 =Length
199.3502 =Tangent
0° 43' 40.90"=Degree
2° 54' 01.30" (LT) =Delta
994+07.94 =P.I. Station
SH 289 - CURVE 1
1000+00.00=P.T. Station
996+07.21 =P.C. Station
7,870.0000 =Radius
392.7906 =Length
196.4361=Tangent
0° 43' 40.90"=Degree
2° 51' 34.65" (RT) =Delta
998+03.65 =P.I. Station
SH 289 - CURVE 2
1000+00995+00900+00985+00
LEGEND
PC STA 53+05.47
1
2
3
28'
28'
EXISTING 4-96" CMP EXISTING 96" CMP
18"
STONE RIPRAP
18"
STONE RIPRAP
18"
STONE RIPRAP
EXISTING RR BRIDGE
PC STA 992+08.59
PRC STA 996+07.21
PT STA 1000+00.00
S
ETAT
S
FO
AXET
IN
SS
OR
P
E
F
ENI LANOG
ER
E
114172
LIC SEDEN
JUSTIN K. BAKER
9/21/2017
S
ETAT
S
FO
AXET
IN
SS
OR
P
E
F
ENI LANOG
ER
E
114172
LIC SEDEN
JUSTIN K. BAKER
9/21/2017
600' TAPER
750' LANE DROP DROP INLET
DROP INLET
INLETDROP
42'
28'
98'
28'
105'
38'
41'
60'
425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
BEGIN MBGF (SGT)
STA 36+50.00
END MBGF (DAT)
STA 36+00.00
BEGIN MBGF (SGT)
STA 39+50.00
END MBGF (DAT)
STA 40+00.00
F.G. = 676.31
STA 37+33.55
BEGIN BRIDGE CLASS CULVERT
CULVERT A
F.G. = 676.51
STA 37+92.09
END BRIDGE CLASS CULVERT
CULVERT A
109'
41'
PROP [ SH 289
99'
42'98'
REALIGNED CREEK REALIGNED CREEK
REALIGNED CREEK
STA 12+08.42
STA 2+46.07
[ CR 107 STA 0+00.00
[ SH 289 STA 9+98.63=
30'
425' DECELERATION (100' TAPER)100' STORAGE
EASEMENT
EXISTING DRAINAGE
21'
50'
28'
20'
38'
31'
50'
31'
28'
109'
41'
425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
425' DECELERATION (100' TAPER)
100' STORAGE
(TYP)
R=50'
[ CR 60 STA 12+96.00
[ SH 289 STA 10+08.32=
(TYP)
R=50'
EXISTING GROUNDEXISTING GROUND
EXISTING GROUND
SH 289 PROFILE
SH 289 PROFILE
STA 45+48.36
PROP (3)-5'X5' BC
CULVERT B
STA 64+14.83
PROP (2)-6'X6' BC
CULVERT C
B.N.S.F. RAILROAD
SH 289
B.N.S.F. RAILROAD
MATCH EXISTING PAVEMENT
STA 986+89.60
CSJ: 0091-03-022
BEGIN RECONSTRUCTION
BEGIN PROJECT
MATCH EXISTING PAVEMENT
EL 691.54
STA 986+89.60
CSJ: 0091-03-022
BEGIN PROJECT
SETP-FW-45
INSTALL
STA 991+27.08
EXISTING 42" CULVERT
27'
167'
177'
145'
S 12°26'00.32" W
12+00 13+00
BEGIN CURB AND GUTTER (BOTH SIDES)
STA 1000+00.00 BK = STA 7+00.00 AH
STATION EQUATION
CULVERT
PROP CROSSING
90'
60'
COMMERCIAL, FARM, RANCH & RESIDENTIAL.
DRIVEWAYS SHALL BE DESIGNED PER ROADWAY DESIGN MANUAL, APPENDIX C, SECTION 3. DRIVEWAY TYPES INCLUDED:9.
DISTRICT DECEMBER 2016
ALL PARCEL INFORMATION UPDATED FROM COLLIN COUNTY APPRAISAL DISTRICT AND GRAYSON COUNTY APPRAISAL8.
PS&E PHASE OF THE PROJECT.
CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED DURING THE7.
EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED THERE IS A SAFETY ISSUE.6.
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM RECORD DOCUMENTS & FIELD SURVEY AND5.
DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB (UNLESS NOTED OTHERWISE).4.
SUPERELEVATION AXIS IS ABOUT PGL.3.
AND DRIVEWAYS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL GOVERNMENTS.
MEDIAN OPENINGS ARE DETERMINED IN COORDINATION WITH LOCAL GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS2.
EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED ON AERIAL SURVEYS AND RECORD PLANS.1.
NOTES:
70'
80'
90'
90'
90'
70'
1145 STRIPED REVERSE CURVE
TRANSITION EDGE LINE FROM 22' RT TO 58' RT
PROPOSED RETAINING WALLS
PROPOSED CULVERTS
EXISTING RAILROAD
PROPOSED DRIVEWAYS
PROPOSED CROSS STREET
PROPOSED ROADWAY
PROPOSED DITCH
EXISTING DRAINAGE FLOW DIRECTION
ACCORDANCE WITH TxDOT ACCESS CONTROL MANUAL)
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY IN
EXISTING DRAINAGE EASEMENT
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
STORM DRAIN
TELEPHONE
GAS
FIBER OPTIC
WATER
SANITARY SEWER
ELECTRIC
UTILITY DISCLAIMER:T6
TELE
E1INFORMATION.
FOR THE ACCURACY OR COMPLETENESS OF THE UTILITY
CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY
EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF
VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL
THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM
UTILITY LEGEND