Post on 06-Jul-2018
74'75'
335' EXISTING RIGHT-OF-WAY
EB MAIN LANESWB MAIN LANES
36' 48' 62' 40'
12' 12' 12'12'
SSTR
SSTR
36'
4' 8'
36'
335' EXISTING RIGHT-OF-WAY
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
12' 12' 12'12'
SSTR SSTR
EXIS
TIN
G R
OW
8' 4'
EXIS
TIN
G R
OW
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
335' EXISTING RIGHT-OF-WAY
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
30'
SSCB
12' 12' 12' 12' 12'12'
SHLDR SHLDR SHLDR
12'12'12'12'
SHLDRSSTR SSTR
50' 100'
22'22'
SHLDR SHLDRSHLDR SHLDR
WB MAIN LANES EB MAIN LANES WB MAIN LANES EB MAIN LANES
SHLDR SHLDR SHLDR SHLDR
74'60'
320' EXISTING RIGHT-OF-WAY
EB MAIN LANESWB MAIN LANES
STA. 490+00 TO 510+00
36' 48' 40'
12' 12' 12'12'12'12'
SHLDR SHLDR
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
SSCB
12' 12' 12' 12' 12'12'12'12'12'12'
SHLDR SHLDR SHLDR SHLDR
25'23'38'40'
PROPOSED I-10 TYPICAL SECTION
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
12' 12' 12'12'
SSTRSSCBSSTR
12'4' 8'12' 4'8'
12'12'
SHLDRSHLDR
SHLDR SHLDR SHLDR SHLDR
42'93'
WB MAIN LANES EB MAIN LANESTWO-WAY FRONTAGE ROAD
54'
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
4'4'
TWO-WAY FRONTAGE ROAD
EXISTING TYPICAL SECTION - I 10
12' 12'12' 12' 12' 12' 12'12'12'12'
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
TWO-WAY FRONTAGE ROAD
SSCB
STA. 490+00 TO 510+00
CH
EW R
D
WB MAIN LANES EB MAIN LANES WB MAIN LANES EB MAIN LANES
320' EXISTING RIGHT-OF-WAY
BR
AZ
OS RIV
ER
STA. 415+00 TO 430+00STA. 418+00 TO 421+00
385' EXISTING RIGHT-OF-WAY
36'35' 47'37'
MOUNTAIN LAUREL R
D
MAN
AK R
D
LEZAK RD
BA
RT
LE
TT R
D
30'
4' 8'
832' EXISTING RIGHT-OF-WAY AT MLCAK RD
VARIES VARIES
R
D
MLC
AK
4'8'
12'
12' 4'8' 12'4' 8'12'
TINTERSTA E
10TINTERSTA E
10
TINTERSTAE
10
TINTERSTAE
10
TINTERSTAE
10
TINTERSTAE
10
T
INTERST
AE
10
12' 12'
MA
TC
H LIN
E 2-2
MA
TC
H LIN
E 4-4M
AT
CH LIN
E 3-3
F.M.
1458
F.M.
1458
12'
RAILROAD RAILROAD
RAILROAD
RAILROAD
10'
SSTR
30'
PROPOSED TYPICAL SECTION
CSJ: 0271-03-046STA. 689+88.12END PROJECT
8'8'8'28' BRIDGE
PURPOSES ONLY CONCEPT
PROFILE FOR
PURPOSES ONLY CONCEPT
PROFILE FOR
11' 12' 4'
81'
4'4'
372' EXISTING RIGHT-OF-WAY 372' EXISTING RIGHT-OF-WAY
62' 40' VARIES 34' 62
TWO-WAY FRONTAGE ROAD
10'4' 4'10'
WEIGH STATION
SSCB
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAYEXISTING RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROP. ONE-WAY FRONTAGE ROAD
EXISTING RIGHT-OF-WAY
FRONTAGE ROADPROPOSED WB
FRONTAGE ROADPROPOSED EB
FRONTAGE ROADPROPOSED WB
FRONTAGE ROADPROPOSED EB
LBTURNRIGHT
PROP. RAMP
PROP. ONE-WAY FRONTAGE ROADFRONTAGE RD.PROP. ONE-WAY
U-TURN
LB
LB
FRONTAGE ROADPROPOSED EB
FRONTAGE ROADPROPOSED WB
2' MOW STRIP
FRONTAGE ROADPROPOSED WB
FRONTAGE ROADPROPOSED EB
2' MOW STRIP
PROP. WEIGH STATION
MLCAK RD. OVERPASS
59'
12' 12' 4'8'
FRONTAGE ROADPROPOSED WB
12' 12'4' 8'
FRONTAGE ROADPROPOSED EB
4' 8'
FRONTAGE ROADPROPOSED EB
28.5'
4'8'
FRONTAGE ROADPROPOSED WB
28.5'
PROP. RAMP REVERSAL
10'4'
28'28'
11' 11' 10'
BARTLETT R
D
CSJ: 0271-04-071BEGIN PROJECT
MA
TC
H LIN
E 3-3PROP. RAMP
LB LB
LB
LB
LB
LANEEVAC
LANEEVAC
U-TURN
WB MAIN LANES EB MAIN LANES
12'
12' 12'
12' 12'12'
12' 12' 12'
12' 12' 12' 12' 12'
12' 12'12'12' 12' 12'
12' 12'
12'12'28' 28'44' 38'
PROP. RAMP REVERSAL
FRONTAGE RD.PROP. ONE-WAY
FRONTAGE RD.PROP. ONE-WAY
EXISTING RIGHT-OF-WAY
PROP. RAMP
FRONTAGE RD.PROP. ONE-WAY
4'4'
28'
11' 12'
LANEEVAC
44'
4'
38'
4'4'
28'
10' 11'10' 10' 10' 10'12' 12'12' 12'11' 10'10' 10' 10' 10' 10' 10'
12'
PROP. RAMP REVERSAL
FRONTAGE RD.PROP. ONE-WAY
FRONTAGE RD.PROP. ONE-WAY
PROP. RAMP
44'
Allig
ator
Hole
Lake
Garret
RIVER
BRAZOS
RIVER
BRAZOS
BAYOU
BESSIES
BAYOU
BESSIES
3538
PROJECT
BEGIN
SEALY
SAN FELIPE
BU
RLIN
GT
ON
NO
RT
HE
RN
BRANTL
Y -
10
90
9010
36
36
2187
1094
3013
1458
1458
1458
3318
331
949
RAILROAD
UNION PACIFIC
RAILROAD
SANTA FE CORP
BURLINGTON NORTHERN
RAILROAD
UNION PACIFIC
1090
CREEK
BROOKSHIRE
CREEK
BOTTOM
BELL
PROJECT
END
BROOKSHIRE
PATTISON
10
90
359
359
362
359
1489
1489
VICINITY MAPN.T.S.
CHEW RD.I-10 OVERPASS
12'
FM 1458I-10 OVERPASS
30'
AT FM 1458 OVERPASSPROPOSED I-10 TYPICAL SECTIONPROPOSED I-10 TYPICAL SECTION EXISTING I-10 TYPICAL SECTION
AT MLCAK RDPROPOSED I-10 TYPICAL SECTION
AT BARTLETT/CHEW RD.PROPOSED I-10 TYPICAL SECTION
STA. 618+00 TO 632+00EXISTING I-10 TYPICAL SECTION
AT STA. 605+00 TO 640+00PROPOSED I-10 TYPICAL SECTION
MLCAK RD. OVERPASS
PR
OJE
CT D
EV
EL
OP
ME
NT
HO
US
TO
N DIS
TRIC
T
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
2
3
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
2
3
PR
OJE
CT D
EV
EL
OP
ME
NT
HO
US
TO
N DIS
TRIC
T
Bartlett Rd
Chew Rd
726EXIT
EXIT ONLY
EIXT 722
90
Koy Rd
EIXT 722
90
Koy Rd
EIXT 723
San Felipe
F.M.
1458
EIXT 723
San Felipe
F.M.
1458
EIXT 723
San Felipe
F.M.
1458
EIXT 724
EIXT 724
EIXT 725
Bartlett Rd
Chew Rd
EIXT 725
Bartlett Rd
Chew Rd
EIXT 725
EIXT 725
EIXT 723
San Felipe
F.M.
1458
MILE1
MILE1/4
MILE1/4
MILE1/2
MILE1/2
MILE1/2
MILE1/2
PROP. RAMP
EIXT 722
90
Koy Rd
MILE1/2
SCHEMATIC LAYOUT
TBPE NO.
NOT A BIDDING DOCUMENT
LEGEND
COLORFILL LEGEND
DESIGN CRITERIA
3002001000
SCALE
MAIN LANES
BRIDGE
RAMPS
FRONTAGE ROAD
,P.E.
400
I-10
APPROVED: / /
DATE: 09/16/2016
0271-04-071
0271-03-046
0271-03-060
0271-03-061
0271-02-055CSJ:
RAMP DESIGN SPEED: 50 MPH
FRONTAGE ROAD DESIGN SPEED: 50 MPH
FRONTAGE ROAD DESIGN CRITERIA: RURAL COLLECTOR
70 MPH (WALLER)
MAIN LANE DESIGN SPEED: 75 MPH (AUSTIN)
MAIN LANE DESIGN CRITERIA: FREEWAY
FUNCTIONAL CLASSIFICATION: RURAL FREEWAY
S A N F E L I P E
C O U N T R YB R A Z O S
MLCAK RD.EXISTING TYPICAL SECTION
60'
SSTR
30'
61'61'48' 48'
61'61' 48' 48'
36' 65'65'36'
61' 61' 36' 36'
48' 48' LB61' 61'
LB 61'61' 48' 48'
MIcak Rd
MIcak Rd
MIcak RD
MIcak Rd
P R O P O S E D I-10 P U B L I C
H E A R I N G E X H I B I T
P R O P O S E D I-10 P U B L I C
H E A R I N G E X H I B I T
225/260/345
DHV in 2015/2020/2040
MLCAK RD
AT
I-10 105/120/160
120/140/185
115/130/180
120/140/180
205/235/320
200/230/310
130/150/200
70/80/110
85/100/130
235/270/365
275/310/425
130/150/200
15/20/25
130/150/200
220/260/340
250/290/385
90/105/140
40/45/60
120/140/185
290/335/440
105/120/165
3500/4210/7270
3790/4550/7710
MLC
AK
RD
I-10
DHV in 2015/2020/2040
CHEW RD
AT
I-10
265/310/415
240/280/370
120/140/185
120/140/185
95/110/145
130/150/200
90/105/140
95/110/150
235/270/360
200/230/310
135/155/210
65/75/100
315/365/490
300/345/460
105/120/160
50/60/80
145/165/220
95/110/145
50/60/80
120/140/190
190/220/290
3620/4360/7450
3790/4550/7710
CH
EW
RD
I-10
I-10
360/420/560170/195/260
130/150/200
135/155/210
120/140/185
130/150/200
130/150/200380/440/585
415/485/640
185/210/280
115/135/180
170/200/260
145/165/225
3700/7200/7930
3360/6730/7370
DHV in 2015/2020/2040
I-10
AT
FM 1458
265/310/410
265/305/410
130/150/200
135/160/210
95/110/150
130/150/200
395/455/610
FM 14
58
315/365/485
315/360/480
M.K.&T. R.R.
LIM
ITS T
O: F
M 3
59
LIM
ITS F
RO
M: F
M 3
538
CO
UN
TY: A
US
TIN / W
ALLE
R
RO
AD
WA
Y: I-1
0
FM 359LIMITS TO:
FM 3538LIMITS FROM:
AUSTIN / WALLER COUNTY:
LIM
ITS T
O: F
M 3
59
LIM
ITS F
RO
M: F
M 3
538
CO
UN
TY: A
US
TIN / W
ALLE
R
RO
AD
WA
Y: I-1
0
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\P
ublic
HearingE
XHIBIT
Sheet1,2
Austin
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\P
ublic
HearingE
XHIBIT
Sheet1,2
Austin
DESCRIPTION SYMBOLOGY WEIGHT
000000
COLOR CODE
1
1
1
6
1
1
2
5
1
1
2
5
2
6
2
2
2
5
2
TRAFFIC COUNT YEAR (2045) DHV
EXISTING LANE INDICATOR
EXISTING ROADWAY TO BE REMOVED
SOUND WALL
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
BLACK -0
BLACK -0
BLACK -0
TURQUOISE -81
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
SHEET 2
689+0
0
685+0
0
395+00
400+00
405+00
410+00 PT 410
+59.94
415+00
420+00
425+00
PC 425
+27.43
430+00
PT 432
+95.38
435+00
PC 438
+88.41
440+00
445+00
PT 446
+56.35
450+00
455+00
460+00
465+00
470+00
PC 474
+94.26
475+00
480+00
485+00
PT 486
+37.59
490+00
495+00
500+00
505+00
510+00
515+00
520+00
525+00
PC 525
+78.97
530+00
535+00
PT 537
+36.97
540+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+0
0
PT 673
+29.05
675+0
0
680+0
0
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
400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 340+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00
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
40
50
30
20
10
40
50
30
20
10
40
50
30
20
10
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
FM 1458
395+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00
0 0 0 0