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5/9/20
16
J:\0
121.0
69.0
01\0
7.0
0
CA
DD\
FM
2493\
CA
DD\0
1-Sche
matic-PE
R
Exhibits\
FM
2493_S
CH
EM
_R
T_0
2.d
gn
3:15:0
2
PM
5/9/20
16
J:\0
121.0
69.0
01\0
7.0
0
CA
DD\
FM
2493\
CA
DD\0
1-Sche
matic-PE
R
Exhibits\
FM
2493_S
CH
EM
_R
T_0
2.d
gn
3:15:0
2
PM
OR PERMIT PURPOSES
CONSTRUCTION, BIDDING,
NOT INTENDED FOR PREPARED UNDER THE SUPERVISION OF
P.E. # DATE
78057
N.T.S.
LOCATION MAP
Texas
Department
of Transportation
DATE:
PRELIMINARY DESIGN SCHEMATIC
SMITH COUNTY & CHEROKEE COUNTY
PROJECT LENGTH: 6.543 MILES
FM 2493
TYLER DISTRICT
DENNIS R. COOLEY, P.E.
TYLER DISTRICT ENGINEER
BULLARD
FLINT
TEASELVILLE
GROVE
WALNUT
VERNON WEBB, P.E.
& DEVELOPMENT
DIRECTOR OF TRANSPORTATION, PLANNING
CSJ: 0191-03-083 & 0191-04-008
(FM346 IN FLINT TO FM 344)
ADT FM 2493
(FM 344 TO US 69 NEAR BULLARD)
ADT FM 2493
2045 = 7,300
2035 = 6,600
2015 = 4,50060 MPH
DESIGN SPEED FUNCTIONAL CLASS
45 MPH
RURAL ARTERIAL
URBAN ARTERIAL
V: 1"= 10'
SCALE: H: 1"=100'
0 400100 200 300
PROPOSED EDGE OF PAVEMENT
LEGEND
PROPOSED TRAFFIC DIRECTION
2045 = 11,800
2035 = 10,400
2015 = 7,000
EXISTING PROPERTY LINE
EXISTING ROW
BEGIN PROJECT
END PROJECT
TO US 69 IN BULLARD
LIMITS: FROM FM 346 IN FLINT
PROPOSED ROADWAY (ALTERNATIVE 3)
PROPOSED ROW
TIE-IN CONSTRUCTION LINE
STATE ROW (PREVIOUS RAILROAD CORRIDOR)
MAY 2016
LYNN A. PIPKIN, P.E.
4.1
4.9
5.1
Corinth
Tarrant
0.3
1.4SC
HO
OL H
OU
SE
346
2137
344
2493
69
2493
69
LIM
ITS
BU
LL
AR
D
CIT
Y
LANE
12'
LANE
12'
16'
2% 2%
78'
TURN LANE
2 WAY LEFT
PR
OP R
OW
LANE
12'
BIKE
5'
LANELANE
12'
LANE
12'
LANE
12'
PROP STM SWR
5' SIDEWALK
PROP STM SWR
5' SIDEWALK
L FM 2493C
2'
10' (MIN)
12' (DES)
10' (MIN)
12' (DES)
SECTION B
NTS5 LANE URBAN SECTION WITH BIKE LANE
PR
OP R
OW 2'
BIKE
5'
LANE
4:1 TYP4:1 TYP
VARIES FROM 118' TO 240'
LANE
12'
16'
2%
TURN LANE
2 WAY LEFT LANE
12'
PR
OP R
OW
6:1 TYP4:1 TYP
L FM 2493C
10'
SHLD LANE
12'
2%
LANE
12'
4:1 TYP
10'
SHLD
PR
OP R
OW
84'
2' 2'
2% 2%
30'
CLEAR ZONE
30'
CLEAR ZONE
SECTION A
NTS5 LANE RURAL SECTION
VARIES FROM 158' TO 270'
6:1 TYP
(-)2.1785 %
STA = 638+50.00
EL = 502.71'
(-)2.1785 %(+)0.2029 %
L = 325.00'
K = 136ex = 0.97'
STA = 644+00.00
EL = 503.83'
(+)0.2029 % (-)1.2029 %
L = 215.00'
K = 153ex = -0.38'
STA = 657+00.00
EL = 488.19'
(-)1.2029 % (-)2.4192 %
L = 185.00'
K = 152ex = -0.28'
STA = 667+00.00
EL = 464.00'
(-)2.4192 % (+)2.384
2 %
L = 655.00'
K = 136
ex = 3.93'
STA = 675+50.00
EL = 484.27'
(+)2.384
2 %(-)0.3000 %
L = 410.00'
K = 153
ex = -1.38'
STA = 693+23.50
EL = 478.95'
(-)0.3000 % (+)0.1774 %
L = 145.00'
K = 304ex = 0.09'
STA = 702+00.00
EL = 480.50'
(+)0.1774 % (+)0.5612 %STA = 710+00.00
EL = 484.99'
(+)0.5612 % (+)0.6869 %
STA = 718+75.00
EL = 491.00'
(+)0.6869 % (-)0.1801 %
L = 180.00'
K = 208ex = -0.20'
STA = 725+00.00
EL = 489.87'
(-)0.1801 % (+)0.7605 %
L = 635.00'
K = 675
ex = 0.75'
STA = 737+00.00
EL = 499.00'
(+)0.7605 % (-)0.4408 %
L = 135.00'
K = 112ex = -0.20'
VPT
627+0
4.0
0
EL.
=
527.6
8'
VP
C
636
+87.5
0
EL.
=
50
6.2
5'
VPT
640
+12.5
0
EL.
=
50
3.0
4'
VP
C
642
+92.5
0
EL.
=
50
3.6
1'
VPT
645+0
7.5
0
EL.
=
50
2.5
4'
VP
C
656
+0
7.5
0
EL.
=
489.3
1'
VPT
657+92.5
0
EL.
=
485.9
5'
VP
C
663+72.5
0
EL.
=
471.9
2'
VPT
670
+27.5
0
EL.
=
471.8
1'
VP
C
673+45.0
0
EL.
=
479.3
8'
VPT
677+55.0
0
EL.
=
483.6
5'
VP
C
692
+51.0
0
EL.
=
479.1
6'
VPT
693+96.0
0
EL.
=
479.0
7'
VP
C
717+85.0
0
EL.
=
490.3
8'
VPT
719
+65.0
0
EL.
=
490.8
4'
VP
C
721+82.5
0
EL.
=
490.4
5'
VPT
728+17.5
0
EL.
=
492.2
9'
VP
C
736
+32.5
0
EL.
=
498.4
9'
VPT
737+67.5
0
EL.
=
498.7
0'
625+00 635+00 645+00 655+00 665+00 675+00 685+00 695+00 705+00 715+00 725+00 735+00
550
540
530
520
510
500
490
480
470
460
450
440
PROP GRADE
PROP GRADE
PROP GRADE
EXIST GRADE
EXIST GRADE
EXIST GRADE
STA 665+793-8'X5' RCB
STA 682+2436" RCP
STA 683+4836" RCP
STA 693+7530" RCP
STA 701+762-6'x6' RCB
712+69STA 2-24" RCP
STA 719+323-24" RCP
STA 730+832-24" RCP
SM ITH CO UN TY
CHERO KEE CO UN TY
346
346
346
2868
2493
2493
344
344
344
756
2493
69
69
69
PO
ND
PO
ND
A B
A B
PROPOSED 3-8'X5' RCB
PROPOSED 36" RCPPROPOSED 36" RCP
PROPOSED 30" RCP
PROPOSED 2-6'X6' RCB
PROPOSED 2-24" RCP
PROPOSED 3-24" RCP
PROPOSED 2-24" RCP
EXIST ROW
EXIST ROW
EXIST ROW
PROP ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PROP ROW
EXIST ROW
PROP ROW
PROP ROW
PROP ROW PROP ROW
PROP ROW
550
540
530
520
510
500
490
480
470
460
450
440529.7
3
526.4
6
523.2
0
521.4
2
518.7
2
516.5
7
514.3
5
511.9
8
510.3
1
50
8.7
7
50
7.0
6
50
5.2
1
50
4.3
2
50
3.3
8
50
2.4
5
50
1.8
3
50
2.4
5
50
3.6
6
50
4.2
5
50
3.9
0
50
2.4
2
50
0.5
0
498.6
5
497.4
0
495.1
0
493.7
3
491.9
8
491.2
8
491.4
4
492.1
3
490.2
4
488.3
3
486.3
0
483.3
9
481.0
6
478.1
5
474.3
7
471.8
4
468.3
0
466.6
6
462.6
3
467.7
1
468.7
3
468.6
8
471.7
1
473.7
0
475.9
3
478.6
2
479.7
1
481.9
9
483.2
0
483.4
1
482.8
5
481.4
8
480.3
2
478.7
7
476.3
0
476.2
3
479.0
2
478.6
2
478.8
3
478.8
1
479.5
7
480.2
6
480.1
5
479.3
4
477.4
2
477.0
8
477.8
8
479.0
6
479.3
5
479.4
5
478.9
7
477.5
0
475.6
8
474.5
7
472.9
4
475.8
6
476.9
8
478.7
5
480.6
6
482.1
5
483.6
9
485.5
2
485.4
6
486.6
6
484.7
2
484.4
7
483.9
7
483.7
5
484.0
3
484.4
3
484.6
1
486.4
6
484.7
6
484.8
2
485.4
3
487.6
5
489.2
9
490.8
5
491.2
7
491.8
0
491.9
1
491.0
9
491.1
6
491.5
3
492.6
5
494.2
5
495.3
5
496.6
6
498.0
0
498.0
6
496.6
4
495.9
1
529.5
9
527.7
7
525.5
9
523.4
1
521.2
3
519.0
5
516.8
7
514.7
0
512.5
2
510.3
4
50
8.1
6
50
5.9
9
50
4.2
7
50
3.2
8
50
3.0
2
50
3.2
2
50
3.4
2
50
3.6
3
50
3.4
5
50
2.6
3
50
1.4
2
50
0.2
2
499.0
2
497.8
2
496.6
1
495.4
1
494.2
1
493.0
0
491.8
0
490.6
0
489.4
0
487.9
1
485.7
7
483.3
5
480.9
3
478.5
2
476.1
0
473.6
8
471.2
9
469.4
3
468.3
2
467.9
3
468.2
8
469.3
6
471.1
8
473.5
4
475.9
2
478.3
1
480.5
9
482.2
9
483.3
3
483.7
2
483.5
2
483.2
2
482.9
2
482.6
2
482.3
2
482.0
2
481.7
2
481.4
2
481.1
2
480.8
2
480.5
2
480.2
2
479.9
2
479.6
2
479.3
2
479.0
6
479.0
8
479.2
6
479.4
4
479.6
1
479.7
9
479.9
7
480.1
5
480.3
2
480.5
0
481.0
6
481.6
2
482.1
8
482.7
4
483.3
1
483.8
7
484.4
3
484.9
9
485.6
8
486.3
6
487.0
5
487.7
4
488.4
2
489.1
1
489.8
0
490.4
8
490.8
5
490.7
7
490.5
9
490.4
2
490.3
4
490.4
0
490.6
2
490.9
9
491.5
0
492.1
6
492.9
2
493.6
8
494.4
4
495.2
0
495.9
6
496.7
2
497.4
8
498.2
4
498.8
0
498.5
6
MA
TC
HLIN
E
ST
A 625+0
0
MA
TC
HLIN
E
ST
A 739
+0
0
MA
TC
HLIN
E
ST
A
625+0
0
MA
TC
HLIN
E
ST
A
739
+0
0
PR
OP
ELE
V
EX
ST
ELE
V
625+00630+00
635+00640+00
645+00
650+00
655+00
660+00
665+00
670+00
675+00
680+00
685+00
690+00
695+00
700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00
CR 150
CR 177
CR 152 W
CR 152
W
TH
AM
ES
DR
BROOK HILL SCHOOL
BROOK HILL SCHOOL
SALES & SERVICE EQUIPMENT EAST TEXAS
CHURCH
BAPTIST
SOUTHERN
BULLARD
FM 2493
FM 2493
FM 2493
FM 2493