-
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
4
4
PR
EP
AR
ED B
Y: {Y
OU
R N
AM
E H
ER
E}
FIL
E L
OC
ATIO
N:
H:\500000000_IH
10-F
M3538 to F
M359\P
ublic
Meeting\E
xhibit
Austin
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
4
4
PR
EP
AR
ED B
Y: {Y
OU
R N
AM
E H
ER
E}
FIL
E L
OC
ATIO
N:
H:\500000000_IH
10-F
M3538 to F
M359\P
ublic
Meeting\E
xhibit
Austin
SCHEMATIC LAYOUT
IH 10
TBPE NO.
NOT A BIDDING DOCUMENT
LEGENDDESCRIPTION SYMBOLOGY WEIGHT
000000
COLORFILL LEGEND
DESIGN CRITERIA
3002001000
SCALE
IH 1
0P
ROJE
CT D
EV
EL
OP
ME
NT
HO
US
TO
N DIS
TRIC
T
IH 1
0P
ROJE
CT D
EV
EL
OP
ME
NT
HO
US
TO
N DIS
TRIC
T
MAIN LANES
BRIDGE
RAMPS
FRONTAGE ROAD
TRAFFIC COUNT YEAR ( ) DHV
EXISTING LANE INDICATOR
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY
EXISTING RIGHT-OF-WAY
PLANIMETRIC
CONTROL OF ACCESS
PROPOSED RIGHT-OF-WAY
PROPOSED LANE INDICATOR
PROPOSED STRIPING
PROPOSED SIDEWALKS
PROPOSED NOISE WALL
PROPOSED BRIDGE BENTS
PROPOSED RETAINING WALL
PROPOSED EMBANKMENT
PROPOSED DIRECT CONNECTOR
PROPOSED RAMPS
PROPOSED FRONTAGE ROADS
PROPOSED MAIN LANES
LC74'75'
335' EXISTING RIGHT-OF-WAY
EB MAIN LANESWB MAIN LANES
36' 48' 62' 40'
2'12' 12' 12'12'
SSTR
SSTR
12'
36'
4' 8'
36'
335' EXISTING RIGHT-OF-WAY
BARTLETT / CHEW RD OVERPASSPROPOSED TYPICAL SECTION - I 10EXISTING TYPICAL SECTION - I 10
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
LC
12' 12' 12'12'
SSTR SSTR
EXIS
TIN
G R
OW
3%
2%
12'8'
36' FRTG ROAD
4'
EXIS
TIN
G R
OW
3%
12' 12' 12' 12'12' 12' 12'12'
12'12' 12'12'12'12'12'
38'
TWO-WAY FRONTAGE ROAD
10'4' 4'10'
TWO-WAY FRONTAGE ROAD
AT STA. 618+00 TO 632+00
335' EXISTING RIGHT-OF-WAY
PROPOSED TYPICAL SECTION - I 10
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
30'
AT STA. 618+00 TO 632+00
3%2%
SSCB
12' 12' 12' 12' 12'12'
SHLDR SHLDR SHLDR
2%
12'12'
3%
12'12'
SHLDRSSTR
SSTR
50' 100'
22'22' 122' MAINLANES 48' FRTG ROAD
130' MAINLANES
SHLDR SHLDRSHLDR SHLDR122' MAIN LANES
WB MAIN LANES EB MAIN LANESWB MAIN LANES EB MAIN LANES
SHLDR SHLDR SHLDR SHLDR
,P.E.
COLOR CODE
400
CH
EW R
D
BR
AZ
OS RIV
ER
1
1
1
2
1
1
2
5
1
1
2
5
2
6
2
2
2
5
2
BLACK -0
BLACK -0
BLACK -0
GREEN -2
BLACK -0
GREEN -2
RED -3
BLACK -0
BLACK -0
ORANGE -6
MAGENTA -200
MAGENTA -37
RED -3
RED -3
RED -3
ORANGE -6
BLUE -1
BLUE -1
BLACK -0
LEZAK RD
BA
RT
LE
TT R
D
30'
12'4' 8'12'
36' FRTG ROAD
832' EXISTING RIGHT-OF-WAY AT MICAK RD
VARIES VARIES
R
D
MIC
AK
12' 4'8' 12' 12'
48' FRTG ROAD
2% 2%
2%2%
Chew Rd
½ MILE
1/4 MILE
Chew Rd
Chew Rd
PROP. BRIDGE
1/4 MILE
Bartlett Rd
Micak Rd
Bartlett Rd
Micak Rd
TINTERSTA E
10TINTERSTA E
10
T
INTERST
AE
10
ST
A. 5
40+00.0
0
12'12'
2% 2%
RAILROAD RAILROAD
10'
2%2%
12'
SSTR SSTR
12'12'
60' BRIDGE WIDTH
44'
PROPOSED TYPICAL SECTION
CSJ: 0271-03-046STA. 689+88.12END PROJECT
8'8'8'28' BRIDGE
PURPOSES ONLY CONCEPT
PROFILE FOR
APPROVED: / /
DATE: 02/08/2016
CSJ: 0271-03-046
LIMITS TO: BRAZOS RIVER
LIMITS FROM: FM 3538
COUNTY: AUSTIN
LIM
ITS T
O:
BR
AZ
OS RIV
ER
LIM
ITS F
RO
M: F
M 3
538
CO
UN
TY: A
US
TIN
RO
AD
WA
Y: I
H 1
0
LIM
ITS T
O:
BR
AZ
OS RIV
ER
LIM
ITS F
RO
M: F
M 3
538
CO
UN
TY: A
US
TIN
RO
AD
WA
Y: I
H 1
0
CSJ: 0271-04-071 PROJECT
10'4' 4'10'
Allig
ator
Hole
Lake
Garret
RIVER
BRAZOS
RIVER
BRAZOS
BAYOU
BESSIES
BAYOU
BESSIES
3538
PROJECT
BEGIN
PROJECT
END
MAX. 6%
WEIGH STATION
SSCB
VICINITY MAPN.T.S.
1094
RAILROAD
UNION PACIFIC
2187
1090
10
90
SEALY
10
3013
36
1458
1458
90
RAILROAD
UNION PACIFIC
1458
3318
SAN FELIPE
33136
BU
RLIN
GT
ON
NO
RT
HE
RN
BRAN
TLY -
949
RAILROAD
SANTA FE CORP
BURLINGTON NORTHERN
EXISTING RIGHT-OF-WAYEXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
2%
MAX. 6%
AT MICAK RD.EXISTING TYPICAL SECTION
PROP. BRIDGE
PROP. RAMP
PROP. ONE-WAY FRONTAGE ROAD
PROP. ONE-WAY FRONTAGE ROAD
PROP. ONE-WAY FRONTAGE ROAD
FRONTAGE RD.PROP. ONE-WAY
OVERPASSPROP. CHEW RD./BARTLETT RD.
U-TURN
LC
LC
2'
FRONTAGE ROADPROPOSED EB
FRONTAGE ROADPROPOSED WB
2' MOW STRIP
FRONTAGE ROADPROPOSED WB FRONTAGE ROAD
PROPOSED EB
2' MOW STRIP
PROP. WEIGH STATION
AT MICAK RD UNDERPASSPROPOSED TYPICAL SECTION - I 10
MICAK RD. OVERPASS
RAMP DESIGN SPEED: 50 MPH
FRONTAGE ROAD DESIGN SPEED: 50 MPH
FRONTAGE ROAD DESIGN CRITERIA: RURAL COLLECTOR
MAIN LANE DESIGN SPEED: 75 MPH
MAIN LANE DESIGN CRITERIA: FREEWAY
FUNCTIONAL CLASSIFICATION: RURAL FREEWAY
12'12'4' 8'
48' FRTG ROAD
FRONTAGE ROADPROPOSED EB
12'
2%
28.5'
12' 12' 4'8'
48' FRTG ROAD
FRONTAGE ROADPROPOSED WB
12'
2%
28.5'
½ ELIM
Bartlett Rd
Micak Rd
O NLYTIXE
F.M.
1458
EXIT 723
Chew Rd.
Bartlett Rd.
12' 10'4' 12'
28'28'
10' 12'11' 10'
EVAC LANESHLDR /
44'
540+00
PC 540
+24.13
545+00
550+00
PT 551
+76.04
555+00 560+00 565+00
PC 565
+01.26
570+00
PT 572
+69.20
575+00
580+00
585+00
PC 588
+93.76
590+00
595+00
PT 596
+61.71
600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00
PC 654
+77.39
655+00
660+00
665+00
670+
00
PT 673
+29.05
675+
00
680+
00
PO
T 680
+23.67
689+
00
685+
00
540+00
PC 540
+24.13
545+00
550+00
PT 551
+76.04
555+00 560+00 565+00
PC 565
+01.26
570+00
PT 572
+69.20
575+00
580+00
585+00
PC 588
+93.76
590+00
595+00
PT 596
+61.71
600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00
PC 654
+77.39
655+00
660+00
665+00
670+
00
PT 673
+29.05
675+
00
680+
00
PO
T 680
+23.67
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
40
50
30
20
10
0
CHEW
MLCAK
540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00
0 0 0 0 0 0 0 0 0 0 0
600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00 655+00 660+00 665+00 670+00 675+00 680+00 685+00 690+00
0 0 0 0 0
40
50
30
20
10
000
