i-10 from pin oak to sh 99 -...
TRANSCRIPT
131.99
129.94
130.16
131.04
131.55
132.10
132.03
132.07
132.07
132.16
132.17
132.16
132.11
133.62
133.72
133.85
134.11
133.98
133.91
133.98
133.86
134.0
1
134.20
134.27
134.16
134.0
2
133.84
133.36
131.45
129.85
129.33
129.43
129.58
129.59
134.40
134.40
134.40
134.37
134.20
133.96
134.0
4
134.14
134.0
6
133.88
133.78
133.56
133.37
133.28
133.02
132.52
132.03
131.62
131.38
130.78
131.88
130.51
129.99
131.18
132.69
134.0
3
133.86
134.0
1
133.98
133.95
134.0
3
134.0
3
133.96
134.0
4
133.86
133.60
133.72
133.81
133.92
133.97
134.0
2
134.0
6
133.98
134.0
1
134.0
6
134.10
134.14
134.26
158.0
6
158.0
9
157.74
156.83
155.43
153.62
151.65
149.35
146.66
143.72
140.80
138.31
136.51
135.35
134.70
134.43
134.30
134.31
134.30
134.27
133.91
134.25
134.39
134.39
141.08
140.97
141.03
141.17
141.21
141.36
142.07
143.58
145.97
148.94
151.24
153.31
154.92
156.17
157.13
158.0
2
158.0
3
139.93
139.55
139.77
139.88
139.95
140.18
140.37
140.30
140.47
140.43
140.90
141.06
140.97
141.08
140.98
141.05
141.07
140.87
140.79
140.91
140.94
140.98
140.60
140.95
141.30
141.65
140.54
141.47
140.0
4
141.30
140.19
140.95
140.13
140.60
140.31
140.25
140.21
139.90
139.83
139.73
139.91
139.90
139.93
140.25
MA
TC
H LIN
E S
TA. 1245+00
MA
TC
H LIN
E S
TA. 799+00
MA
TC
H LIN
E S
TA. 884+00
1250+00 1255+00 1260+00 1265+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00
SSTR
SSTR
PYLON
2%
3%
SSTR
SSTR
PYLON
2%
3%
11'11'11'11'11'
LANEAUX
10'
1.21'1.21'
10'11'
LANEAUX
11'11'11'11'13.58'11' 11' 10' 11'11'10'
SSTR
SSTR
SSCB PYLONPYLON
3%
12' 12' 12' 12' 12' 12'12' 12' 12' 12' 12' 12'10'10' 10' 10'
3%2% 2%
1' 1'12' 15'
LANESHARED
SDWLK6:1 4:
1
6:1 4:1
2%
5'12'1'
12'15'
LANESHARED
44'23'
SDWLK
6:14:1
6:14:1
2%
5'1'
STA. 1245+00 - 1251+00
PROPOSED I-10 TYPICAL SECTION
12'
SSCB
2% 2%
10'
PYLON PYLON
10' 11' 11' 11'11' 11' 11' 11'11'11' 11'
STA. 838+00 - 860+00PROPOSED I-10 WIDENING TYPICAL SECTION
SSCB
SSTRSSTR2% 2%
10'
PYLON PYLON
10' 11' 11' 11'11' 11' 11' 11'11'11' 11'11'11' 11' 11' 11'
SSTR
3%
11'
SSTR
3%
FO
RT B
EN
D C
OU
NT
Y LIN
EH
AR
RIS C
OU
NT
Y LIN
E
5.9%SSTR
SSTR
5.9%
10'10' 10'10'
EXISTING GROUND @ CL I-10 ML EXISTING GROUND @ CL I-10 ML
EXISTING GROUND @ CL I-10 ML
PROPOSED PGL @ CL I-10 MLEXISTING GROUND @ CL I-10 ML
PROPOSED EB ENTRANCE RAMP 26 PROPOSED WB EXIT RAMP 25
PROPOSED WB ENTRANCE RAMP 23
SUBJE
CT T
O C
HAN
GE
PRELI
MIN
AR
Y
SUBJE
CT T
O C
HAN
GE
PRELI
MIN
AR
Y
PI STATION = 1254+93.82
DELTA
TANGENT = 200.65
LENGTH = 401.26
RADIUS
PC STATION = 1252+93.17
PT STATION = 1256+94.44
I-10 MAIN LANE CURVE DATA
NO SUPERELEVATION REQUIRED
= 14,100.00
NO SUPERELEVATION REQUIRED
PI STATION = 1263+37.24
DELTA
TANGENT
LENGTH
RADIUS = 14,100.00
PC STATION = 1261+36.59
PT STATION = 1265+37.86
= 200.65
= 401.26
PI STATION = 776+17.55
DELTA
TANGENT
LENGTH
RADIUS
PC STATION = 766+37.52
PT STATION = 784+89.72
= 980.03
NO SUPERELEVATION REQUIRED
PI STATION = 788+36.11
DELTA
TANGENT
LENGTH
RADIUS = 22,918.31
PC STATION = 785+47.34
PT STATION = 791+24.84
= 288.76
= 577.50
NO SUPERELEVATION REQUIRED
PI STATION = 801+79.00
DELTA
TANGENT
LENGTH
RADIUS = 22,918.31
PC STATION = 798+47.00
PT STATION = 805+10.95
= 332.00
= 663.95
NO SUPERELEVATION REQUIRED
PI STATION = 823+67.71
DELTA
TANGENT
LENGTH
RADIUS = 22,918.31
PC STATION = 818+93.90
PT STATION = 828+41.39
= 473.81
= 947.49
NO SUPERELEVATION REQUIRED
PI STATION = 862+34.66
DELTA
TANGENT
LENGTH
RADIUS = 22,918.31
PC STATION = 861+02.64
PT STATION = 863+66.68
= 132.02
= 264.03
NO SUPERELEVATION REQUIRED
PI STATION = 883+70.08
DELTA
TANGENT
LENGTH
RADIUS = 22,918.31
PC STATION = 881+97.56
PT STATION = 885+42.59
= 172.52
= 345.03
PI STATION
= 262.76
= 523.60
= 2,500.00
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 WB RAMP 23 CURVE DATA (CONT.)
PI STATION = 3799+48.95
= 277.95
= 555.56
= 6,480.00
= 3796+71.00
= 3802+26.56
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 WB RAMP 27 CURVE DATA
= 1,852.19
= 2,291.83
PI STATION = 4791+75.82
= 254.82
= 509.20
= 4789+21.00
= 4794+30.20
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 EB RAMP 28 CURVE DATA
MATCH EXISTING CROSS SLOPE
PI STATION = 4814+15.69
= 235.69
= 471.16
= 6,480.00
= 4811+80.00
= 4816+51.16
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 EB RAMP 30 CURVE DATA
NO SUPERELEVATION REQUIRED
PI STATION = 3840+37.00
= 259.00
= 517.73
= 6,480.00
= 3837+78.00
= 3842+95.73
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 WB RAMP 31 CURVE DATA
PI STATION = 4842+63.80
= 186.80
= 373.49
= 6,480.00
= 4840+77.00
= 4844+50.49
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 EB RAMP 32 CURVE DATA
= 5,000.00
NO SUPERELEVATION REQUIRED
PI STATION = 4857+57.57
= 302.57
= 604.30
= 4,680.00
= 4854+55.00
= 4860+59.30
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 EB RAMP 34 CURVE DATA
NO SUPERELEVATION REQUIRED
PI STATION = 3858+58.14
= 391.14
= 780.46
= 4,680.00
= 3854+67.00
= 3862+47.46
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 WB RAMP 33 CURVE DATA
PI STATION = 3809+17.97
= 42.97
= 85.93
= 6,480.00
= 3808+75.00
= 3809+60.93
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 WB RAMP 29 CURVE DATA
NO SUPERELEVATION REQUIRED
MATCH EXISTING CROSS SLOPE
NO SUPERELEVATION REQUIRED
PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
DELTA
PI STATION
= 88.46
= 176.90
= 6,480.00
PI STATION
= 16.16
= 32.31
= 6,480.00
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
I-10 EB RAMP 26 CURVE DATA
NO SUPERELEVATION REQUIRED
PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
DELTA
PI STATION
= 56.55
= 113.10
= 6,480.00
PT STATION
PC STATION
RADIUS
LENGTH
TANGENT
DELTA
PI STATION
= 322.45
= 639.41
= 2,000.00
PI STATION
= 197.98
= 395.84
= 6,480.00
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
MATCH EXISTING CROSS SLOPE
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 320.89
= 633.74
I-10 WB RAMP 25 CURVE DATA
= 1,637.02
NO SUPERELEVATION REQUIRED
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 77.75
= 155.49
= 6,480.00
NO SUPERELEVATION REQUIRED
4.75'
STA. 860+00 - 884+00PROPOSED I-10 WIDENING TYPICAL SECTION WITH AUXILIARY LANE
2.25' 2.25'2.25'2.25' 2.25'2.25'2.25' 2.25'
SH 99US 90 KATY-FORT BEND RD
KAT
Y-F
OR
T B
EN
D R
D
CLBL35.375' 35.375'
BLCLBL35.375' 35.375'
BL65'65' 54'54'
CLBL BL42.25'42.25'
SSTR
SSTR
10'
PYLON
AT STA. 776+00PROPOSED I-10 RESTRIPE TYPICAL SECTION
11'11'11'11'11'10' 11' 11' 11' 11' 11'
5.9%SSTR
SSTR
PYLON5.9%
10'10'1'
11'11'1'
4.75'
STA. 799+00
MATC
H LIN
E
CLBL BL54' 54'35.375' 35.375'
CL
AT STA. 776+00EXISTING I-10 TYPICAL SECTION
89.375'89.375'
12' 12' 12' 12' 12' 12' 15' 12'12'12'12'12'12'15'
23'44'
CLBL BL BLBL45' 117' 54' 54' 117' 45'
PI STATION
= 203.00
= 405.86
= 6,480.00
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 31246+11.61
= 31243+48.85
= 31248+72.44
= 31253+51.73
= 31251+48.73
= 31255+54.59
= 31262+59.57
= 31260+61.58
= 31264+57.43
= 31270+44.33
= 31267+23.44
= 31273+57.18
= 31274+34.93
= 31273+57.18
= 31275+12.68
PI STATION = 3819+63.95
= 132.36
= 264.69
= 6,480.00
= 3818+31.59
= 3820+96.27
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
NO SUPERELEVATION REQUIRED
= 41256+32.16
= 41256+16.00
= 41256+48.31
= 41259+11.23
= 41258+22.78
= 41259+99.68
= 41261+87.60
= 41261+31.05
= 41262+44.15
= 41269+74.16
= 41266+51.70
= 41272+91.11
WIDENING OF MAINLANES
3% CROSS-SLOPE PROVIDED
WIDENING OF MAINLANES
3% CROSS-SLOPE PROVIDED
WIDENING OF MAINLANES
3% CROSS-SLOPE PROVIDED
74EXIT
Katy - Ft Bend
County Rd
EXIT O NLY
2
EXIT 741
W EST
dvlBllsiMytaK
1¼ MILES
90
EXIT 742
Katy - Ft Bend
dRytnuoC
EXIT O NLY
EX TI O NLY
90
EXIT 741
W EST
Katy Milsl
dvlB
EXIT O NLY
EXIT 741
TSEW
Katy M li sl B vl d
90
EXISTING ROW
EXISTING ROW
EXISTING ROW
EXISTING ROW
STA. 1265+53END RECONSTRUCTION
STA. 809+17BEGIN WIDENING
STA. 1265+53BEGIN RESTRIPING
99
EXIT 743B
Grand
1 M
P
HTRON SO UTH
yawkra
ELI
TEXAS
99
TO LL ROAD FREE EXIT
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
99
EXIT 743B
Grand
M
P
HTRON SO UTH
yawkra
ELI
TEXAS
99
TO LL ROAD FREE EXIT
½
99
EXIT 743B
NO RTH SO UTH
yawkraPdnarG
EXIT O NLY
TO L RL OAD FREE EXIT
99TEXAS
EXIT 47 5
¾ MILE
dRnosaM
EXIT O NLY
XE IT 745
Mason Rd
EXIT 745
Mason Rd
EXIT O NLY
W estgreen B vdl
647TXE I
M1½ ILES
EXISTING ROW
EXISTING ROW
EXISTING ROW
90
99TEXAS
EXIT 740A
1 MILE
1463MF
Pin Oak Rd
EX TI O N YL
EXIT 740B
Pin Oak Rd
EX TI O N YL
EXIT 740B
99SAEXT
dRegatnorF
EXIT 743A
ELIM¼
Frontage Rd
99SAXET
EXIT 743A
N
N
160
150
140
130
120
110
END RECONSTRUCTION STA. 1265+53.00
PROPOSED PGL @ CL I-10 ML
PROPOSED PGL @ EB I-10 ML
PROPOSED PGL @ WB I-10 ML
EXISTING GROUND @ WB I-10 ML
EXISTING GROUND @ EB I-10 ML
NO SUPERELEVATION REQUIRED
(WIDENING OF FRONTAGE ROAD -
LOW SPEED CRITERIA)
RAMP 25EXISTING WB EXIT RAMP 33
EXISTING WB EXIT
RAMP 27EXISTING WB EXIT
RAMP 29EXISTING WB ENTRANCE
RAMP 31EXISTING WB ENTRANCE
RAMP 34EXISTING EB ENTRANCE
RAMP 28EXISTING EB ENTRANCE
RAMP 26EXISTING EB ENTRANCE
RAMP 30EXISTING EB EXIT
RAMP 32EXISTING EB EXIT
MATCH EXISTING CROSS SLOPE
MATCH EXISTING CROSS SLOPE
FOR RAMP AREA
2% CROSS-SLOPE PROVIDED
2% CROSS-SLOPE PROVIDED
FOR RAMP AREA
STA. 766+37.52 AHSTA. 1266+42.93 BK =EQUATION:
SUPERELEVATION = 5.4%
2'8'8'
SSCB
SSTRSSTR2% 2%
10'
PYLON PYLON
10' 11' 11' 11'11' 11' 11' 11'11'11' 11'11'11' 11' 11'10'10'
2.25' 2.25'2.25'
CLBL35.375' 35.375'
BL65'65'
LANEAUX
LANEAUX
0' - 40' 0' - 30'
PR
OP
OS
ED RIG
HT-O
F-W
AY (
RO
W)
PR
OP
OS
ED RIG
HT-O
F-W
AY (
RO
W)
STA. 809+00 - 838+00WITH AUXILIARY LANE
PROPOSED I-10 WIDENING TYPICAL SECTION
65' 65'350' EXISTING RIGHT-OF-WAY (ROW)
STA. 779+00 - 809+00WITH AUXILIARY LANE
PROPOSED I-10 RESTRIPE TYPICAL SECTION
LANEAUX
LANEAUX
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
SCHEMATIC LAYOUT
,P.E.
TBPE NO.
NOT A BIDDING DOCUMENT
LEGEND
1
1
1
2
1
1
2
5
1
1
2
5
2
6
2
2
2
5
2
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
PURPLE -13
BLACK -0
DESCRIPTION SYMBOLOGY WEIGHT COLOR CODE
000000
COLORFILL LEGENDMAIN LANES
DESIGN CRITERIA
4003002001000
SCALE
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
PR
OJE
CT D
EV
EL
OP
ME
NT
HO
US
TO
N DIS
TRIC
T
4
7
4
7
I-10
I-10 K
AT
Y F
RE
EW
AY
I-10 K
AT
Y F
RE
EW
AY
FRONTAGE ROADS
RAMPS
BRIDGES
RAMP DESIGN SPEED: 45 MPH
FRONTAGE ROAD DESIGN SPEED: 45 MPH
FRONTAGE ROAD DESIGN CRITERIA: LOW SPEED URBAN STREETS
MAIN LANE DESIGN SPEED: 70 MPH
MAIN LANE DESIGN CRITERIA: FREEWAY
FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL INTERSTATE
LIMITS TO: SH 6
LIMITS FROM: FM 359
HARRIS
TRAFFIC COUNT YEAR 2040 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 MANAGED LANES
PROPOSED MAIN LANES
MANAGED LANES
CSJ: 0271-04-070
0271-05-025
APPROVED: __/__/____
DATE: 03/31/2017
0271-06-117
COUNTY: WALLER
FORT BEND
LIM
ITS T
O: S
H 6
LIM
ITS F
RO
M: F
M 3
59
CO
UN
TY:
WA
LLE
R, E
TC.
RO
AD
WA
Y: I-1
0
LIM
ITS T
O: S
H 6
LIM
ITS F
RO
M: F
M 3
59
CO
UN
TY:
WA
LLE
R, E
TC.
RO
AD
WA
Y: I-1
0
PR
EP
AR
ED B
Y:
KC
FIL
E L
OC
ATIO
N: 027104070_IH
10\P
ublic M
eeting S
che
matic\P
M_Print_
001.D
GN
PR
EP
AR
ED B
Y:
KC
FIL
E L
OC
ATIO
N: 027104070_IH
10\P
ublic M
eeting S
che
matic\P
M_Print_
001.D
GN
1245+00
1250+00
PT 1250
+47.53
PC 1252
+93.17
1255+00
PT 1256
+94.44
1260+00
PC 1261
+36.59
1265+00
PT 1265
+37.86
EQ
UA
TI
ON:
Sta 1266
+42.93
BK
=
Sta 766
+37.52
AH
PC 766
+37.52
770+00
775+00
780+00
785+00
PT 784+89.72
PC 785+47.34
790+00
PT 791+24.84
795+00
PC 798+47.00
PC 3796+71.00
4790+00
PC 4789+21.00
PT 4794+30.20
3250+00
3255+00
3260+00
3265+00
3270+00
3275+00
3280+00
3285+00
3290+00
3295+00
31245+00
PT 31247
+37.96
PT 31248
+12.73
PT 31259
+36.00
31260+00
PC 31260
+97.72
PT 31264
+98.67
31265+00
PC 31267
+22.95
31270+00
31275+00
PT 31275
+12.18
PR
C 31273
+56.69
PT 41256
+47.00
PC 41258
+53.79
41260+00
PT 41260
+13.25
PC 41261
+31.05
PT 41262
+44.15
41265+00
PC 41266
+51.70
41270+00
PT 41272
+91.10
2245+00
2250+00
2255+00
2260+00
2265+00
PC2265
+92.35
2270+00
2275+00
2280+00
2285+00
2290+00
2295+00
800+00
805+00
PT 805
+10.95
810+00
815+00
PC 818
+93.90
820+00
825+00
PT 828
+41.39
830+00835+00
840+00845+00
850+00855+00
860+00
PC 861
+02.64
PT 863
+66.68
865+00
870+00
875+00
880+00
PC 881
+97.56
3800+00
3810+00
3815+00
3820+00
PT 3802
+26.56
PC 3808
+75.00
PT 3809
+60.93
PC 3818
+31.59
PT 3820
+96.27
3840+00
PT 3842
+95.73
PC 3837
+78.00
4815+00
PC 4811
+80.00
PT 4816
+51.16
PC 4840
+77.00
PT 4844
+50.49
3300+00
3305+00
3310+00
3315+00
3320+00
3325+00
3330+00
3335+00
3340+00
3345+00
3350+00
3355+00
3360+00
3365+00
3370+00
3375+00
3380+00
PC 3880
+94.00
PC 4883
+00.00
3860+00
PC 3856
+02.00
PT 3860
+80.58
PT 4859
+63.71
PC 4855
+64.00
2300+00
2305+00
2310+00
2315+00
2320+00
2325+00
2330+00
2335+00
2340+00
2345+00
2350+00
2355+00
2360+00
2365+00
2370+00
2375+002380+00
+0.35% -0.35%
-0.35% +0.35%
142.94
K = 300
ex = -0.18'
K = 300
ex = 0.18'
EL = 141.65'
EL = 139.37'
L = 210.00'
L = 210.00'
STA. = 1246+00.00
EL. = 141.28'
VPT
= 1247+
05.0
0
STA. = 1252+52.00
VPC = 125
0+95.0
0
EL. = 139.92'
EL. = 139.92'
VPT
= 1253+
05.0
0
+0.58%+2.50
%
+0.35% -0.35%
+2.50%
+0.35% -0.35%-2.50%
-2.50%-0.35%
-0.35% +0.35% -0.35% +0.35% -0.35% +0.35%
-0.35%+2.50
%
+0.35% -0.35% +0.35% -0.35% +0.35% -0.35%
+2.50% -2.50%
+0.35% -0.35%
-2.50%+0.35%
K = 247
K = 221
K = 569 K = 298 K = 570
K = 197K = 220
K = 248
K = 539
K = 541K = 540
K = 542 K = 541 K = 543
K = 541
-0.17% +0.15%-0.28%
STA. = 31262+00.00
EL = 134.89'
+0.29%
STA. = 41259+00.00
EL = 136.05'
1064510145
10980
10020
7645
1570
8005
1780
2015
8005
1780
1780
7645
1570
2030
96751570
10980
1780
960
1780
1570
970
835
815
9830
1570
1780
1780
1570
1530
1530
8615
8300
1780
8615
1570
1395
1335
1780
9950
9695
1570
960
8735