SCHEMATIC LAYOUT S A N F E L I P E -...
1
74' 75' 335' EXISTING RIGHT-OF-WAY EB MAIN LANES WB MAIN LANES 36' 48' 62' 40' 12' 12' 12' 12' SSTR SSTR 36' 4' 8' 36' 335' EXISTING RIGHT-OF-WAY EXI ST I NG ROW EXI ST I NG ROW EXI ST I NG ROW EXI ST I NG ROW 12' 12' 12' 12' SSTR SSTR EXI ST I NG ROW 8' 4' EXI ST I NG ROW 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 EXI ST I NG ROW EXST I NG ROW 30' SSCB 12' 12' 12' 12' 12' 12' SHLDR SHLDR SHLDR 12' 12' 12' 12' SHLDR SSTR SSTR 50' 100' 22' 22' SHLDR SHLDR SHLDR 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 LANES WB MAIN LANES STA. 490+00 TO 510+00 36' 48' 40' 12' 12' 12' 12' 12' 12' SHLDR SHLDR EXI ST I NG ROW EXI ST I NG ROW SSCB 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' SHLDR SHLDR SHLDR SHLDR 25' 23' 38' 40' PROPOSED I-10 TYPICAL SECTION EXI ST I NG ROW EXI ST NG ROW EXST I NG ROW 12' 12' 12' 12' SSTR SSCB SSTR 12' 4' 8' 12' 4' 8' 12' 12' SHLDR SHLDR SHLDR SHLDR SHLDR SHLDR 42' 93' WB MAIN LANES EB MAIN LANES TWO-WAY FRONTAGE ROAD 54' EXI ST NG ROW EXI ST NG ROW 4' 4' TWO-WAY FRONTAGE ROAD EXISTING TYPICAL SECTION - I 10 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' EXI ST I NG ROW EXI ST I NG ROW EXI ST I NG ROW TWO-WAY FRONTAGE ROAD SSCB STA. 490+00 TO 510+00 CHE W RD WB MAIN LANES EB MAIN LANES WB MAIN LANES EB MAIN LANES 320' EXISTING RIGHT-OF-WAY BRA Z O S RI V E R STA. 415+00 TO 430+00 STA. 418+00 TO 421+00 385' EXISTING RIGHT-OF-WAY 36' 35' 47' 37' M OUN T A I N L AU R EL R D M A NAK RD LEZ AK R D B A RTLET T RD 30' 4' 8' 832' EXISTING RIGHT-OF-WAY AT MLCAK RD VARIES VARIES RD M L CAK 4' 8' 12' 12' 4' 8' 12' 4' 8' 12' T I N T E R S T A E 1 0 T N T E R S T A E 1 0 T I N T E R S T A E 1 0 T I N T E R S T A E 1 0 T I N T E R S T A E 1 0 T I N T E R S T A E 1 0 T I N T E R S T A E 1 0 12' 12' M A T CH L I NE 2 - 2 M A T CH L I NE 4 - 4 M A T CH L I NE 3 - 3 F . M. 1458 F . M. 1458 12' RAILROAD RAILROAD R A I L R O A D R A I L R OA D 10' SSTR 30' PROPOSED TYPICAL SECTION CSJ: 0271-03-046 STA. 689+88.12 END 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-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROP. ONE-WAY FRONTAGE ROAD EXISTING RIGHT-OF-WAY FRONTAGE ROAD PROPOSED WB FRONTAGE ROAD PROPOSED EB FRONTAGE ROAD PROPOSED WB FRONTAGE ROAD PROPOSED EB L B TURN RIGHT PROP. RAMP PROP. ONE-WAY FRONTAGE ROAD FRONTAGE RD. PROP. ONE-WAY U-TURN L B L B FRONTAGE ROAD PROPOSED EB FRONTAGE ROAD PROPOSED WB 2' MOW STRIP FRONTAGE ROAD PROPOSED WB FRONTAGE ROAD PROPOSED EB 2' MOW STRIP PROP. WEIGH STATION MLCAK RD. OVERPASS 59' 12' 12' 4' 8' FRONTAGE ROAD PROPOSED WB 12' 12' 4' 8' FRONTAGE ROAD PROPOSED EB 4' 8' FRONTAGE ROAD PROPOSED EB 28.5' 4' 8' FRONTAGE ROAD PROPOSED WB 28.5' PROP. RAMP REVERSAL 10' 4' 28' 28' 11' 11' 10' B A RTLETT RD CSJ: 0271-04-071 BEGIN PROJECT M A T CH L I NE 3 - 3 PROP. RAMP L B L B L B L B L B LANE EVAC LANE EVAC 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' LANE EVAC 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' Lake Garret RIVER BRAZOS RIVER BRAZOS BAYOU BESSIES BAYOU BESSIES 3538 PROJECT BEGIN SEALY SAN FELIPE 10 90 90 10 36 36 2187 1094 3013 1458 1458 1458 3318 331 949 R A I L R OAD U N I O N P A C I F I C RAILROAD SANTA FE CORP BURLINGTON NORTHERN RAILROAD UNION PACIFIC 10 90 CREEK BROOKSHIRE CREEK BOTTOM BELL PROJECT END BROOKSHIRE PATTISON 10 90 359 359 362 359 1489 1489 VICINITY MAP N.T.S. CHEW RD. I-10 OVERPASS 12' FM 1458 I-10 OVERPASS 30' AT FM 1458 OVERPASS PROPOSED I-10 TYPICAL SECTION PROPOSED I-10 TYPICAL SECTION EXISTING I-10 TYPICAL SECTION AT MLCAK RD PROPOSED I-10 TYPICAL SECTION AT BARTLETT/CHEW RD. PROPOSED I-10 TYPICAL SECTION STA. 618+00 TO 632+00 EXISTING I-10 TYPICAL SECTION AT STA. 605+00 TO 640+00 PROPOSED I-10 TYPICAL SECTION MLCAK RD. OVERPASS P RO J ECT DEVEL O P M ENT HOUS T ON DI S T RI CT S UBJ ECT T O CHANG E P REL I M I NARY 2 3 S UBJ ECT T O CHANG E P REL I M I NARY 2 3 P RO J ECT DEVEL O P M ENT HOUS T ON DI S T RI CT Bartlett Rd Chew Rd 726 EXIT 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 MILE 1 MILE 1/4 MILE 1/4 MILE 1/2 MILE 1/2 MILE 1/2 MILE 1/2 PROP. RAMP EIXT 722 90 Koy Rd MILE 1/2 SCHEMATIC LAYOUT TBPE NO. NOT A BIDDING DOCUMENT LEGEND COLORFILL LEGEND DESIGN CRITERIA 300 200 100 0 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 0271-02-055 CSJ: 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 Y B 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' L B 61' 61' L B 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 2 90 / 3 35 / 4 40 105/120/165 3500/4210/7270 3790/4550/7710 ML CAK 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 3 1 5 / 36 5 / 49 0 300/345/460 105/120/160 50/60/80 145/165/220 95/110/145 50/60/80 120/140/190 190/220/290 3620/4360/7450 3790/4550/7710 CHEW RD I-10 I-10 360/420/560 170/195/260 130/150/200 135/155/210 120/140/185 130/150/200 130/150/200 380/440/585 415/485/640 185/210/280 115/135/180 170/200/260 145/165/225 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 . L I MI T S T O: F M 359 L I MI T S F ROM: F M 3538 COUNT Y: AUST I N / W ALLER ROADW AY: I- 10 FM 359 LIMITS TO: FM 3538 LIMITS FROM: AUSTIN / WALLER COUNTY: L I MI T S T O: F M 359 L I MI T S F ROM: F M 3538 COUNT Y: AUST I N / W ALLER ROADW AY: I- 10 PREPARED BY{ YOUR NAME HERE} FLE LOCATONH500000000_H10M3538t oFM359\ PubMee ng\ PubHea ngEXHShee t 1, 2Aus PREPARED BY{ YOUR NAME HERE} FLE LOCATONH500000000_H10- FM3538t oFM359\ PubMee ng\ PubHea ngEXHShee t 1, 2Aus 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 6 8 9 + 00 68 5 + 0 0 3 9 5 + 00 4 0 0 + 00 4 05 + 00 4 1 0 + 0 0 PT 410+59.94 41 5 + 0 0 42 0 + 0 0 4 25 + 0 0 PC 425+27.43 4 30 + 0 0 PT 432+95.38 435 + 00 PC 438+88.41 44 0 + 00 4 4 5 + 0 0 PT 446+56.35 4 5 0 + 0 0 4 5 5 + 0 0 4 6 0 + 0 0 46 5 + 0 0 470 + 0 0 PC 474+94.26 47 5 + 00 480+00 4 85 + 00 PT 486+37.59 49 0 + 00 4 9 5 + 00 50 0 + 00 50 5 + 0 0 51 0 + 0 0 5 1 5 + 0 0 52 0 + 0 0 525 + 0 0 PC 525+78.97 5 3 0 + 00 5 3 5 + 00 PT 537+36.97 54 0 + 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 6 6 0 + 00 665 + 0 0 6 70 + 0 0 PT 673+29.05 6 7 5 + 00 6 80 + 0 0 POT 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 0 0 0 400+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
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Transcript of SCHEMATIC LAYOUT S A N F E L I P E -...
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
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