beaumont district f exist bridge typical section m gil...
TRANSCRIPT
![Page 1: BEAUMONT DISTRICT F EXIST BRIDGE TYPICAL SECTION M GIL ...ftp.dot.state.tx.us/pub/txdot-info/bmt/notices/... · 11 / 16 / 2016 7: 45: 20 a m c:\ p w _on li n e \ s t a n t ec \ d](https://reader031.vdocument.in/reader031/viewer/2022011902/5f0edbd87e708231d44148e3/html5/thumbnails/1.jpg)
Ditc
h
Rush
Ditc
h Spindletop
Bayou
BU
RLIN
GT
ON
BU
RLIN
GT
ON
Bayou
Din
GA
LLIE
R
CANAL
BA
YO
U
Green
Bayou
Gully
Gully
Lake
BU
RR
ELL
GU
LL
Y
AU
BE
Y
GU
LL
Y
Lovell
CHEEK
Bayou
Din
GALLOW AY
NEW BETHEL
LO
WE
R
NE
CH
ES
VA
LL
EY
CA
NA
L
AU
TH
ORIT
Y
North
ForkTaylor
Bayou
ReservoirTaylor
North
ForkTaylor
Bayou
North
Fork
Taylor
Bayou
PP
Fork
Taylor
Bayou
Mayhaw
Bayou
Taylor
Bayo
u
South
Fork
Club
Country
Bayou Din
1406
Landrum Cem
CLUBB EAST
FANNETT
MANDY
WIG
GIN
S
GREENWAY
RE
DO
AK
WHIT
EO
AK
OAKDALE
POST
OA
K
KO
ELE
MA
Y
GLE
N
OA
KS
GLE
NBROOK
FAIR
WAY
SOUTH L
OW
RA
NC
E
BN S
F
RY
WINNIE
NO
RT
HE
RN
OLD FANNETT
BNS
F
MAGNOLIA
PINE
CYPRESS
OAK
BROADWAY
3R
D
2N
D
SY
MP
HR
ET
TE
BE
RT
RA
ND BR
OU
SS
AR
D
6T
H
7T
H
5T
H
8T
H
9T
H
PEAR ELM
HAMSHIRE
VERBOOM
CA
RT
ER H
ALE
DU
RR
FRANZEN
LEBLANC
ME
NELE
Y
MCBRIDE
FREEMAN
COOK
CAROLYN
CATHERINE
RO
SE
THIB
OD
EA
UGU
LF
WA
Y
MARTI
NGALE
WAY
SAND
PIPER STARLITE
MO
ON
GLO
W
LA
NT
ER
N
CA
ND
ELIT
E
MA
RT
EL
BO
BO
LIN
K
CA
RDIN
AL
EA
LLE
PIGNUT
Mc
DE
RM
AN
D
FRINT
BURRELL
LA
BELLE
GRIF
FIT
H
BLEWELL
LA
BELLE
1ST
2N
D
AVE C
AVE B
AVE A
GARTH
IND
USTRIA
L
CHEMIC
AL
SMITH
BUCCANEER
CAP
TAIN
KID
WA
Y
JEAN LAFITTE
MARTIN LUTHER KING
LANDRY LN
FRANCIS LN
KIDD
BO
YT
WEST CLUBB
CR
AIG
EN
WHEAT LN
RICE LN
BU
RRELL
WIN
GATE
PATTERSON
LET
TIE
BU
RN
S
CUIL
LO
RY
GLENN
DOUCET
BIR
D
WA
YBLUE
WESP
AR
K
Park
County
KID
D
GU
LL
Y
RE
D
PE
VIT
OT
GU
LL
Y
GR
EE
N
PO
ND
GR
OU
ND
GU
LL
Y
BRI
DG
E
GULLY
PIGNUT
VOGELGULLY
Broussard
JE
FF
ER
SO
N
CO
UN
TY
CH
AM
BE
RS
CO
UN
TY
JE
FF
ER
SO
N
CO
UN
TY
CH
AM
BE
RS
CO
UN
TY
Ditc
h
Rush
Ditc
h Spindletop
Bayou
BU
RLIN
GT
ON
BU
RLIN
GT
ON
Bayou
Din
GA
LLIE
R
CANAL
BA
YO
U
Green
Bayou
Gully
Gully
Lake
BU
RR
ELL
GU
LL
Y
AU
BE
Y
GU
LL
Y
Lovell
CHEEK
Bayou
Din
GALLOW AY
NEW BETHEL
LO
WE
R
NE
CH
ES
VA
LL
EY
CA
NA
L
AU
TH
ORIT
Y
North
ForkTaylor
Bayou
ReservoirTaylor
North
ForkTaylor
Bayou
North
Fork
Taylor
Bayou
PP
Fork
Taylor
Bayou
Mayhaw
Bayou
Taylor
Bayo
u
South
Fork
Club
Country
Bayou Din
1406
Landrum Cem
CLUBB EAST
FANNETT
MANDY
WIG
GIN
S
GREENWAY
RE
DO
AK
WHIT
EO
AK
OAKDALE
POST
OA
K
KO
ELE
MA
Y
GLE
N
OA
KS
GLE
NBROOK
FAIR
WAY
SOUTH L
OW
RA
NC
E
BN S
F
RY
WINNIE
NO
RT
HE
RN
OLD FANNETT
BNS
F
MAGNOLIA
PINE
CYPRESS
OAK
BROADWAY
3R
D
2N
D
SY
MP
HR
ET
TE
BE
RT
RA
ND BR
OU
SS
AR
D
6T
H
7T
H
5T
H
8T
H
9T
H
PEAR ELM
HAMSHIRE
VERBOOM
CA
RT
ER H
ALE
DU
RR
FRANZEN
LEBLANC
ME
NELE
Y
MCBRIDE
FREEMAN
COOK
CAROLYN
CATHERINE
RO
SE
THIB
OD
EA
UGU
LF
WA
Y
MARTI
NGALE
WAY
SAND
PIPER STARLITE
MO
ON
GLO
W
LA
NT
ER
N
CA
ND
ELIT
E
MA
RT
EL
BO
BO
LIN
K
CA
RDIN
AL
EA
LLE
PIGNUT
Mc
DE
RM
AN
D
FRINT
BURRELL
LA
BELLE
GRIF
FIT
H
BLEWELL
LA
BELLE
1ST
2N
D
AVE C
AVE B
AVE A
GARTH
IND
USTRIA
L
CHEMIC
AL
SMITH
BUCCANEER
CAP
TAIN
KID
WA
Y
JEAN LAFITTE
MARTIN LUTHER KING
LANDRY LN
FRANCIS LN
KIDD
BO
YT
WEST CLUBB
CR
AIG
EN
WHEAT LN
RICE LN
BU
RRELL
WIN
GATE
PATTERSON
LET
TIE
BU
RN
S
CUIL
LO
RY
GLENN
DOUCET
BIR
D
WA
YBLUE
WESP
AR
K
Park
County
KID
D
GU
LL
Y
RE
D
PE
VIT
OT
GU
LL
Y
GR
EE
N
PO
ND
GR
OU
ND
GU
LL
Y
BRI
DG
E
GULLY
PIGNUT
VOGELGULLY
Broussard
JE
FF
ER
SO
N
CO
UN
TY
CH
AM
BE
RS
CO
UN
TY
JE
FF
ER
SO
N
CO
UN
TY
CH
AM
BE
RS
CO
UN
TY
(512) 416-2055; ALL RIGHTS RESERVED.
C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION,
R
C
VICINITY MAP
FEDERAL AID PROJECT NO.
N.T.S.
0739 02
THIS PRINT IS FURNISHED FOR INFORMATION ONLY.
THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
TEXAS
DESCRIPTION
Texas Department of Transportation
FED. RD.
DIV. NO.STATE
STATE
DISTRICTCOUNTY
CONTROL
NO.
SEC.
NO.
JOB
NO.
HWY
NO.
c:\p
w_online\stantec\d
ms96780\I10-
PH
AS
E2-
RO
LL1.dgn
11/16/2016
7:45:20
AM
c:\p
w_online\stantec\d
ms96780\I10-
PH
AS
E2-
RO
LL1.dgn
11/16/2016
7:45:20
AM
DATE
TEXAS REGISTRATION NUMBER
SCHEMATIC PREPARED BY:
IH 10
PROJECT LENGTH:
PROJECT LIMITS:
R
C
VICINITY MAP
FEDERAL AID PROJECT NO.
N.T.S.
DESCRIPTION
Texas Department of Transportation
FED. RD.
DIV. NO.STATE
STATE
DISTRICTCOUNTY
CONTROL
NO.
SEC.
NO.
JOB
NO.
HWY
NO.
INDEX OF ROLLS:
99788
PERMIT PURPOSES
BIDDING OR
CONSTRUCTION,
NOT INTENDED FOR
(512) 416-2055; ALL RIGHTS RESERVED.
C 2016 BY TEXAS DEPARTMENT OF TRANSPORTATION,
DATE
TEXAS REGISTRATION NUMBER
SCHEMATIC PREPARED BY:
99788
PERMIT PURPOSES
BIDDING OR
CONSTRUCTION,
NOT INTENDED FOR
11/16/2016
DATE DATE
11/16/2016
11/16/2016 11/16/2016
BEAUMONT TEXAS BEAUMONT 0739 02 IH 10
0
HORIZ SCALE IN FEET
0
VERT SCALE IN FEET
2 4 8
100 200 400300
6
500
10
0
HORIZ SCALE IN FEET
0
VERT SCALE IN FEET
2 4 8
100 200 400300
6
500
10
2016 2016
DISTRICT ENGINEER
TUCKER FERGUSON, JR., P.E.
CONSTRUCT 6-LANE DIVIDED HIGHWAY
PRELIMINARY - SUBMITTAL
THIS PRINT IS FURNISHED FOR INFORMATION ONLY.
THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
PRELIMINARY - SUBMITTAL
DESIGN SCHEMATIC
BEAUMONT DISTRICT
DISTRICT ENGINEER
TUCKER FERGUSON, JR., P.E.
CONSTRUCT 6-LANE DIVIDED HIGHWAY
Engineered by Stantec Consulting Services, Inc
Texas Registered Engineering Firm # 6324
Engineered by Stantec Consulting Services, Inc
Texas Registered Engineering Firm # 6324
INTERSTATE HIGHWAY 10
PROPOSED SCHEMATIC LAYOUT
INTERSTATE HIGHWAY 10
PROPOSED SCHEMATIC LAYOUT
DESIGN SCHEMATIC
BEAUMONT DISTRICT
ANUROOPA KANCHERLAANUROOPA KANCHERLA
124
10
365
365
365
1406
1406
1663
1663
124
73
124
124
124
10
10
73
10
124
1663
1663
1406
10
124
73
10
1406
365
365
10
124
73
365
10
124
124
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
VALERO
VALERO
ELLIOT
ELLIOT
KINDER MORGAN
KINDER MORGAN
BUCKEYE
BUCKEYE
COLONIAL
COLONIAL
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
EXPLORER
EXPLORER
CHEVRON
CHEVRON
CENTANA INTRASTATE
CENTANA INTRASTATE
ENTERPRISE
ENTERPRISE
EXXON
EXXON
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
PIPELINE
UCAR
UCAR
WILLIAM MIDSTREAM
WILLIAM MIDSTREAM
WESTERN OIL
WESTERN OIL
SUN OIL CO
SUN OIL CO
WINNIE
WINNIE
UNKNOWN
UNKNOWN
GAS
ELECTRIC
GAS
FIBER OPTIC
OVERHEAD ELECTRIC ONCOR
ELECTRIC
ELECTRIC
TXDOT
TXDOT
TELEPHONE
TELEPHONE
TELEPHONE
TELEPHONE ATT
ATT
OVERHEAD CTV TIME WARNER
CTV
CTV
FIBER OPTIC
FIBER OPTIC
FIBER OPTIC
WATER
WATER
WASTE WATER
WASTE WATER
WASTE WATER
ELECTRIC
FIBER LIGHT
FIBER LIGHT
TIME WARNER
TIME WARNER
CITY OF BEAUMONT
CITY OF BEAUMONT
CITY OF BEAUMONT
CITY OF BEAUMONT
CITY OF BEAUMONT
ENTERGY
ENTERGY
WINDSTREAM
WINDSTREAM
WINDSTREAM
WINDSTREAM
CENTERPOINT
CENTERPOINT
UTILITY LEGEND
WASTE WATER MANHOLE
CLEAN OUT
HYDRANT
POWER POLE
TELEPHONE MANHOLE
TELEPHONE VAULT
WATER VALVE
WATER METER
TELEPHONE PEDESTAL
LIGHT POLE
FIBER OPTIC VAULT
FIBER OPTIC MANHOLE
GAS METER
WATER MANHOLE
WATER VAULT
TELEPHONE HAND HOLE
T
GV GAS VENT
TRAFFIC SIGNAL POWER BOX
T
OUT OF SCOPE
END OF LINE
E
TRANSMISSION TOWERTT
FIBER OPTIC HANDHOLE
GAS TRANSFORMER
WASTE WATER VAULTV
WV
HH
GM
CO
F
E
WM
WW
FH
QUALITY LEVEL LEGEND
TYPICAL FOR ALL UTILITIES
QUALITY LEVEL "B"
OVERHEAD CTV/TELE
OVERHEAD ELEC/CTV
ELEC TRANSFORMER BOX
ELEC POWER BOX
ELEC MANHOLE
WINDSTREAM
TIME WARNER/
TIME WARNER
ONCOR/
STA 735+00.00
CSJ 0739-02-161
BEGIN PROJECT
STA 735+00.00
CSJ 0739-02-161
BEGIN PROJECT
STA 1092+00.00
CSJ 0739-02-161
END PROJECT
161 161
6.75 MILES
DESCRIPTIONROLL
FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS:
PROP TYPICAL SECTION
[ IH 10
GROUND
EXIST
[ IH 10
2'
SHLDRLANELANELANESHLDR
LANES
WESTBOUND
10'12'10'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
LANES
EASTBOUND
GROUND
EXIST
13" CRCPSTABILIZED BASE
6" CEMENT
(EXIST MATERIAL)
8" LIME TREATED
2.5% 2.0% 2.5%2.0%
EXI
ST
RO
W
150' USUAL
300' ROW
LANE
1'
2.0%2.0%
10'
LANE SHLD
1'10'
SHLD
VARIES
150' USUAL
LANE
10'
LANE
10'
2.0% 2.0%
1'
SHLD
VARIES
SHLD
1'
EXI
ST
RO
W
[ FRONTAGE ROAD
EXISTING
[ FRONTAGE ROAD
EXISTING
IH 10: STA 1095+00 TO STA 1174+30
IH 10: STA 925+00 TO STA 1095+00
IH 10: STA 735+00 TO STA 925+00
3
2
1
PROJECT LENGTH:
PROJECT LIMITS:
INDEX OF ROLLS:
6.75 MILES
DESCRIPTIONROLL
FUNCTIONAL CLASSIFICATION & DESIGN SPEEDS:
IH 10: STA 1095+00 TO STA 1174+30
IH 10: STA 925+00 TO STA 1095+00
IH 10: STA 735+00 TO STA 925+00
3
2
1
FRONTAGE ROADS
BRUSH ISLAND ROAD
FM 365
HAMSHIRE ROAD
IH10 RAMPS
IH10
ROADWAY
COLLECTOR
LOCAL
COLLECTOR
LOCAL
RAMP
FREEWAY
FUNCTIONAL CLASSIFICATION
50 MPH
50 MPH
60 MPH
50 MPH
55 MPH
75 MPH
DESIGN SPEED
FRONTAGE ROADS
BRUSH ISLAND ROAD
FM 365
HAMSHIRE ROAD
IH10 RAMPS
IH10
ROADWAY
COLLECTOR
LOCAL
COLLECTOR
LOCAL
RAMP
FREEWAY
FUNCTIONAL CLASSIFICATION
50 MPH
50 MPH
60 MPH
50 MPH
55 MPH
75 MPH
DESIGN SPEED
[ IH 10
10'
LANELANESHLD SHLDLANELANE SHLDSHLD
10'
LANE LANE SHLDSHLD
EXI
ST
RO
W
EXI
ST
RO
W
6'6'2'2' 12'12'12'12'10'10'
EXIST TYPICAL SECTION
VARIES ROW
VARIES VARIES
42'-118'
LANE LANESHLD SHLD
2' 2'10' 10'
43'-120'[ WB MAINLANES
EXISTING
[ EB MAINLANES
EXISTING[ FRONTAGE ROAD
EXISTING*
[ FRONTAGE ROAD
EXISTING*
•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1' ‚":1'
EXIST 6.50" HMA
EXIST 8" CONCRETE
EXIST 8.50" HMA
EXIST FLEX BASE
EXIST 6" CEM. STAB. BASE
EXIST 6.50" HMA
EXIST 8" CONCRETE
EXIST 8.50" HMA
EXIST FLEX BASE
EXIST 6" CEM. STAB. BASE
EXIST FLEX BASE
EXIST 1.00" SMA
EXIST 8.50" HMA
EXIST 1" SMA
EXIST 2" SMA
EXIST 1" SMA
EXIST 2" SMA
EXIST 1.54" SEAL COAT
EXIST C14 HMA
ETC
JEFF,
ETC
JEFF,
QUALITY LEVEL "C"
QUALITY LEVEL "D"
records and/or oral recollections.
Quality Level "D": Information derived from existing
quality level D information.
professional judgment in correlating this information to
plotting visible above-ground utility features and by using
Quality Level "C": Information obtained by surveying and
subsurface utilities (aka Designating).
determine the existence and approximate horizontal position of
application of appropriate surface geophysical methods to
Quality Level "B": Information obtained through the
APPROXIMATE LENGTH: 6.75 MILES
TO: FM 365
FROM: HAMSHIRE ROAD
PROJECT LIMITS
APPROXIMATE LENGTH: 6.75 MILES
TO: FM 365
FROM: HAMSHIRE ROAD
PROJECT LIMITS
BONDBREAKER, AE-P
TO: EAST OF FM 365
FROM: HAMSHIRE ROAD
TO: EAST OF FM 365
FROM: HAMSHIRE ROAD
PLAN LEGEND
RETAINING WALL
CULVERT
REMOVAL CONCRETE
PROPOSED OVERLAY
PROPOSED FUTURE ROAD
PROPOSED LOCAL ROAD
PROPOSED BRIDGE
PROPOSED CROSS STREET
PROPOSED FRONTAGE ROAD
PROPOSED RAMP
PROPOSED IH10
PROPOSED OUTSIDE SHOULDER
PROPOSED INSIDE SHOULDER
CENTERLINE
C.O.A.
EXIST R.O.W. FEMA ZONE A
STA 1092+00.00
CSJ 0739-02-161
END PROJECT
20-124-0739-02-024 (EB)
EXISTING NBI:20-124-0739-02-023 (WB)
PROPOSED BRIDGE
[ FM 365PROP IH10 PGL
EXIST GROUND
[ DITCH 505
VE
RTI
CA
L
CL
EA
RA
NC
E
16'-6"
MI
N.
[ NORTH FORK TAYLOR BAYOU
4' X 3' CONC BOX CULVERT
2 - 7' X 3' CONC BOX CULVERTS
2 - 7' X 3' CONC BOX CULVERTS
WSE100 = XX.XX
WSE25 = XX.XX
WSE25 = XX.XX
WSE100 = XX.XX
PROPOSED BRIDGE
ST
A 742
+88
BE
GI
N
BRI
DG
E
ST
A 743
+68
EN
D
BRI
DG
E
ST
A 883
+30
EN
D
BRI
DG
E
ST
A 877
+70
BE
GI
N
BRI
DG
E
CONC BOX CULVERT
5' X 3'
PROPOSED BRIDGE
20.31
STA = 762+70.54
EL = 20.05'
(+)0.0500 %
(+)2.8000
%
L = 580.00'
K = 211
ex = 1.99'
STA = 775+09.16
EL = 54.73'
(+)2.8000
%
(-)2.8000
%
L = 1,760.00'
K = 314
ex = -12.32'
STA = 788+02.21
EL = 18.52'
(-)2.8000
%
(-)0.0619 %
L = 570.00'
K = 208
ex = 1.95'
STA = 807+00.00
EL = 17.35'
(-)0.0619 % (+)0.1169 %
STA = 819+40.00
EL = 18.80'
(+)0.1169 % (-)0.0500 %
STA = 831+80.00
EL = 18.18'
(-)0.0500 % (+)0.0494 %
STA = 858+50.00
EL = 19.50'
(+)0.0494 %
STA = 900+00.00
EL = 21.48'
(-)0.0123 %
STA = 918+00.00
EL = 21.26'
(-)0.0123 % (+)0.0037 %
VP
C 759
+80.54
EL.
= 19.90 '
VP
T 765
+60.54
EL.
= 28.17 '
VP
C 766
+29.16
EL.
= 30.09 '
VP
T 783
+89.16
EL.
= 30.09 '
VP
C 785
+17.21
EL.
= 26.50 '
VP
T 790
+87.21
EL.
= 18.35 '
ST
A 773
+17.16
BE
GI
N
BRI
DG
E
ST
A 777
+01.16
EN
D
BRI
DG
E
[ FM 365
VE
RTI
CA
L
CL
EA
RA
NC
E
16'-6"
MI
N.
(-)0.0500 %
STA = 863+50.00
EL = 19.25'
STA = 867+66.05
EL = 19.87'
(+)0.1500 %
(+)2.5800
%
L = 510.00'
K = 210
ex = 1.55'
STA = 880+50.00
EL = 53.00'
(+)2.5800
%
(-)2.5800
%
L = 1,610.00'
K = 312
ex = -10.38'
STA = 892+26.68
EL = 22.64'
(-)2.5800
%
(-)0.1500 %
L = 510.00'
K = 210
ex = 1.55'
VP
C 865
+11.05
EL.
= 19.49 '
VP
T 870
+21.05
EL.
= 26.45 '
VP
C 872
+45.00
EL.
= 32.23 '
VP
T 888
+55.00
EL.
= 32.23 '
VP
C 889
+71.68
EL.
= 29.22 '
VP
T 894
+81.68
EL.
= 22.26 '
4:1
95'
PROPOSED BRIDGE
745+00 750+00 755+00 760+00 765+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+00 900+00 905+00 910+00 915+00 920+00
20.31
20.25
20.19
20.13
20.07
20.01
19.95
19.89
19.83
19.77
19.71
19.65
19.59
19.53
19.47
19.41
19.46
19.51
19.56
19.61
19.66
19.71
19.76
19.81
19.86
19.92
20.30
21.15
22.48
24.28
26.56
29.27
31.99
34.41
36.51
38.28
39.75
40.89
41.71
42.22
42.41
42.28
41.83
41.06
39.98
38.58
36.86
34.82
32.46
29.79
26.99
24.35
22.19
20.51
19.31
18.58
18.34
18.28
18.22
18.15
18.09
18.03
17.97
17.91
17.84
17.78
17.72
17.66
17.60
17.54
17.47
17.41
17.35
17.47
17.58
17.70
17.82
17.93
18.05
18.17
18.29
18.40
18.52
18.64
18.75
18.77
18.72
18.67
18.62
18.57
18.52
18.47
18.42
18.37
18.32
18.27
18.22
18.19
18.24
18.29
18.34
18.39
18.44
18.49
18.54
18.59
18.63
18.68
18.73
18.78
18.83
18.88
18.93
18.98
19.03
19.08
19.13
19.18
19.23
19.28
19.33
19.38
19.43
19.48
21.47
21.46
21.44
21.43
21.42
21.41
21.40
21.38
21.37
21.36
21.35
21.33
21.32
21.31
21.30
21.28
21.27
21.26
21.26
21.27
21.27
21.28
21.28
21.28
21.29
19.48
19.43
19.38
19.32
19.27
19.32
19.47
19.81
20.63
21.91
23.68
25.92
28.49
31.07
33.60
35.84
37.77
39.37
40.65
41.61
42.25
42.58
42.58
42.25
41.61
40.65
39.37
37.77
35.85
33.60
31.07
28.51
26.30
24.57
23.32
22.54
22.23
22.08
21.93
21.78
21.63
21.48
16.66
16.65
16.70
16.62
16.51
16.36
16.15
15.76
12.19
15.83
16.22
16.36
16.43
16.32
16.25
16.25
16.01
15.88
15.73
15.65
15.63
15.62
15.61
15.38
15.06
16.76
13.96
15.39
15.55
15.46
15.26
15.20
15.16
15.15
15.24
15.27
15.18
15.24
15.30
15.33
16.51
14.98
15.07
15.07
15.06
14.92
14.83
14.91
14.90
14.91
15.04
15.01
15.15
15.55
15.57
15.63
15.70
15.73
15.75
15.80
15.82
15.44
15.17
14.97
15.05
14.99
14.70
14.43
14.22
14.27
13.60
13.52
13.52
13.46
13.85
14.06
14.45
14.74
14.80
14.82
14.80
14.91
14.95
14.84
14.87
15.05
15.03
14.99
15.36
15.06
12.88
13.69
14.16
14.63
15.00
14.79
14.36
14.66
14.92
14.96
14.89
14.90
15.12
15.58
15.83
15.59
15.91
16.06
16.23
16.18
16.24
16.51
16.41
16.51
16.69
16.67
16.89
16.88
17.02
17.17
16.99
17.25
17.35
17.03
16.71
16.76
16.99
16.98
17.00
16.59
16.51
16.76
16.49
17.70
16.71
17.61
18.86
20.10
22.57
25.36
27.60
29.62
31.87
33.49
19.57
5.13
4.00
15.37
33.91
32.00
30.62
28.33
25.73
23.05
20.97
19.33
18.21
17.78
16.07
17.41
17.73
17.64
18.30
18.56
18.56
18.79
16.18
18.70
18.29
18.31
18.48
18.60
18.59
18.67
18.58
18.73
18.78
18.81
18.86
18.82
18.90
17.50
18.58
17.81
17.91
18.47
18.65
18.63
18.67
18.55
18.57
740+00730+00
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED VEG
ETATIO
N
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
UREDOB
SCUR
ED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
OBSC
URED
10 10
10 10
1010 10
10 10
10
10
10
10
10
10
10
10
10
10
1010
10
10 1
0
10
10
10
10
1010
10
1010 10
10
10
10
10
101010
10101010
1010 10
10 10 10 10 10 10 10 10
10
1010
10
10
10
10
10
10
10
10
10
10
10
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
2020
20
20
20
20
20
20
20
20
20
20 2020 20 20 20 20 20
20
20 20 2020 20 20 20
2020
2020
20 2020
2020 20 20 20 20 20 20
202020202020202020202020
20
2020
202020
20202020
20202020
20
202020
2020
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
2020
20
20
20
20
2020
20
20
20 20
20
20 20
20
2020
20
20 2020
20
20
20
2020
20
2020
2020
20202020 20
20
20
2020
20
30
30
30
30
30
30
30
30
3030
30
30
30
30
3030
30
3030
30
30
30
30
30
30
30
FM 365
FH
T
WW
WM
WM
WM
WM
WM
T
FH
TT
T
FH
T
T
T
T
FH
TFH
T
FHT
PO
T 735
+00.00
735+00 740+00 745+00 750+00 755+00 760+00 765+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+00 900+00 905+00 910+00 915+00 920+00 925+00
PC 10
+00.00
10+00
PT 13
+76.72
15+0020+00
PT 22
+86.01
25+00
PO
T 28
+83.97 P
C 10
+00.00
10+00
PT 13
+13.18
15+0020+00
PC 23
+33.64
25+00
PT 25
+43.35
PO
T 10
+00.00
10+00 15+00 20+00
PC 21
+43.16
25+00
PT 27
+14.68
PC 28
+17.10
30+00
PT 32
+58.73
PC 10
+00.00
10+00
PT 13
+80.72
15+00
PC 17
+06.39
20+00
PT 20
+87.12
25+00 30+00
PO
T 33
+22.53
PC 115+84.65
PT 118+65.11
POT 10
0+00.
00
100+00 PC
101+3
8.29
105+00
PT 107+02.71
110+00
115+00
120+00
125+00
POT 125+99.95
PC 17
+98.49
PO
T 773
+98.68
780+00775+00 785+00 790+00
PI 791
+70.50
PI 793
+99.68
APPROX. EXIST. R.O.W.
APPROX. EXIST. R.O.W.
APPROX. EXIST. R.O.W.
APPROX. EXIST. R.O.W.
APPR
OX.
EXIS
T. R.O.W.
APPR
OX.
EXIS
T.
R.O.W.
APPROX. EXIST. R.O.W.
APPROX. EXIST. R.O.W.
[ IH 10
EXI
ST
RO
W
EXI
ST
RO
W
150' USUAL 150' USUAL
300' ROW
GROUND
EXIST
STA 735+00 TO 760+00
LANES
WESTBOUND
LANES
EASTBOUND
2'
LANELANELANESHLDR
12'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
2.0% 2.0%
0'-14'8'-10'
RAMP
8'-10'
SHLDR
0'-14'
RAMP
2.5%
GROUND
EXIST
2.5%
13" CRCP
10'
LANELANESHLD SHLD
10'
LANE LANE SHLDSHLD
EXI
ST
RO
W
EXI
ST
RO
W
6'6' 12'12'12'12'
[ WB MAINLANES
EXISTING
[ EB MAINLANES
EXISTING
•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'
EXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE STA 735+00 TO 760+00
EXIST 7.00" HMA
EXIST 1.50" SMA GRADE BREAK GRADE BREAK
PROP TYPICAL SECTION AEXIST TYPICAL SECTION A
300' ROW
150' 150'
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE
EXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
[ IH 10
BOND BREAKER, AE-P
STABILIZED BASE
6" CEMENT
(EXIST MATERIAL)
8" LIME TREATED
SSTR
2'
LANELANELANESHLDR
12'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
2.0% 2.0%
SHLDR
10' 10'
LANES
EASTBOUND
LANES
WESTBOUND
[ IH 10
@ I-10 DITCH 505
PROP BRIDGE TYPICAL SECTION
[ IH 10
1'
RAIL
LANE LANE SHLDSHLD
1'
RAIL
2.0%
6' 10'12'12'
LANE SHLD
6'10' 12' 12'
1'
RAIL
LANESHLD
1'
RAIL2.0%
32'
@ I-10 DITCH 505
EXIST BRIDGE TYPICAL SECTION
[ FM 365
EXISTING
1'
RAIL
2.0%2.0%
LANE
12'
SHLD
3'
SHLD
3'
LANE
12'
1'
RAIL
TYPICAL SECTION
GROUND
EXIST
GROUND
EXIST
2.0%
EXI
ST
RO
W
2.0%
EXI
ST
RO
W
ROW VARIES
[ FM 365
PROPOSED
LANE
12'
LANE
12'
LANE
12'
LANE
12'
SHLD
10'
SHLD
10'
3:1
MAX
USUAL
6:1
USUAL6:1
4'
ME
D
10" CRCP
BOND BREAKER, AE-P
6" CEM. STAB. BASE
(EXIST MATERIAL)8" LIME TREATED SUBGRADE
USUAL6:1
3:1 MAX
EXISTING AND PROPOSED FM 365 INSIDE INTERSECTION
TYPICAL SECTION
LANE
2.0%
EXI
ST
RO
W
LANE
2.0%
EXI
ST
RO
W
ROW VARIES
2" ACP OVERLAY
10" COMPACTED FLEX BASE
10" SELECT MATERIAL
12' 12'
[ HAMSHIRE RD
PROPOSED
SHDR
0'-12'
LANESHDR
0'-12' 4'
ME
D
FM 365 OUTSIDE INTERSECTION
PROPOSED
LANE
0'-12' 0'-12'
TYPICAL SECTION
FM 365
EXISTING
2'
LANELANELANESHLDR
12'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
2.0% 2.0%
SHLDR
10' 10'
LANES
EASTBOUND
LANES
WESTBOUND
[ IH 10
@ I-10 NORTH FORK TAYLOR BAYOU
PROP BRIDGE TYPICAL SECTION
[ IH 10
1'
RAIL
LANE LANE SHLDSHLD
1'
RAIL
2.0%
6' 10'12'12'
LANE SHLD
6'10' 12' 12'
1'
RAIL
LANESHLD
1'
RAIL2.0%
32'
@ I-10 NORTH FORK TAYLOR BAYOU
EXIST BRIDGE TYPICAL SECTION
[ IH 10
EXI
ST
RO
W
EXI
ST
RO
W
150' USUAL 150' USUAL
300' ROW
LANE LANESHLD SHLD
1' 1'10'10'
2.0%2.0%
[ FR
2'
LANELANELANESHLDR
LANES
WESTBOUND
12'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
LANES
EASTBOUND
0'-14'8'-10'
RAMP
8'-10'
SHLDR
0'-14'
RAMP
STA 794+00 TO 882+00
2.5% 2.0% 2.0% 2.5%
GROUND
EXIST
13" CRCP
10'
LANELANESHLD SHLDLANELANE SHLDSHLD
10'
LANE LANE SHLDSHLD
EXI
ST
RO
W
EXI
ST
RO
W
6'6'2'2' 12'12'12'12'10'10'
42'-118'[ WB MAINLANES
EXISTING
[ EB MAINLANES
EXISTING[ FRONTAGE ROAD
EXISTING*
•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1'
STA 794+00 TO 882+00
EXIST 1.50" SMA
EXIST 7.00" HMA
GRADE BREAK GRADE BREAK
EXIST 2" SEAL COAT
EXIST HMA
PROP TYPICAL SECTION BEXIST TYPICAL SECTION B
300' ROW
150' 150'
GROUND
PROPEXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE
EXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
[ IH 10
BOND BREAKER, AE-P
STABILIZED BASE
6" CEMENT
(EXIST MATERIAL)
8" LIME TREATED
SSTR
[ IH 10
EXI
ST
RO
W
EXI
ST
RO
W
LANE LANE
1'10'10'
150' USUAL 150' USUAL
300' ROW
GROUND
EXIST
[ FR[ FR
STA 882+00 TO 895+00
[ IH 10
2'
SHLDRLANELANELANESHLDR
LANES
WESTBOUND
10'12'10'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
LANES
EASTBOUND
GROUND
EXIST13" CRCP
2.5% 2.0% 2.5%2.0%
10'
LANELANESHLD SHLDLANELANE SHLDSHLD
10'
LANE LANE SHLDSHLD
EXI
ST
RO
W
EXI
ST
RO
W
6'6'2'2' 12'12'12'12'10'10'
42'-118'
LANE LANESHLD SHLD
2' 2'10' 10'
43'-120'[ WB MAINLANES
EXISTING
[ EB MAINLANES
EXISTING[ FRONTAGE ROAD
EXISTING
[ FRONTAGE ROAD
EXISTING
•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'‚":1' ‚":1'
EXIST 6.50" HMA
EXIST 8" CONCRETE
EXIST 8.50" HMA
EXIST FLEX BASE
EXIST 6" CEM. STAB. BASE
EXIST 6.50" HMA
EXIST 8" CONCRETE
EXIST 8.50" HMA
EXIST FLEX BASE
EXIST 6" CEM. STAB. BASESTA 882+00 TO 895+00
EXIST FLEX BASE
EXIST 1.00" SMA
EXIST 8.50" HMA
EXIST 1" SMA
EXIST 2" SMA
EXIST 1" SMA
EXIST 2" SMA
GRADE BREAK GRADE BREAK
EXIST 1.54" SEAL COAT
EXIST C14 HMA
PROP TYPICAL SECTION E
EXIST TYPICAL SECTION E
300' ROW
150' 150'
[ IH 10
BOND BREAKER, AE-P
STABILIZED BASE
6" CEMENT
(EXIST MATERIAL)
8" LIME TREATED
SSTR
EXIST 1.54" SEAL COAT
EXIST C14 HMA
‚":1'
EXIST C14 HMA
EXIST 1.54" SEAL COAT
SHLD
2'
SHLD
2'
LANELANE SHLDSHLD
2'2' 10'10'
‚":1'
EXIST 1.54" SEAL COAT
EXIST C14 HMA
EXIST GROUND
[ IH 10
PROP FM 365 PGL
ELEV 16.38
STA 122+20.00
END FM 365 PROFILE
STA = 104+80.00
EL = 16.36'
(+)0.2777
% (-)1.0030 %
L = 200.00'
K = 156
ex = -0.32'
STA = 107+80.00
EL = 13.35'
(+)0.5
093 %
L = 380.00'
K = 251
ex = 0.72'
STA = 113+00.00
EL = 16.00'
(+)0.5
093 %
(-)0.5000 %
L = 270.00'
K = 268
ex = -0.34'
STA = 117+00.00
EL = 14.00'
(-)0.5000 % (+)0.9
256
%
L = 260.00'
K = 182
ex = 0.46'
STA = 120+80.00
EL = 17.52'
(-)0.8093 %
L = 270.00'
K = 156
ex = -0.59'
EL.
= 15.31 '
VP
C 111
+65.00
EL.
= 15.36 '
VP
T 105
+80.00
EL.
= 15.33 '
VP
T 114
+35.00
EL.
= 16.08 '
VP
C 103
+80.00
EL.
= 15.26 '
VP
C 105
+90.00
EL.
= 14.32 '
VP
T 109
+70.00
EL.
= 14.65 '
VP
C 115
+70.00
EL.
= 15.20 '
VP
T 118
+30.00
EL.
= 16.27 '
VP
C 119
+45.00
EL.
= 16.42 '
VP
T 122
+15.00
ELEV 16.00
STA 103+50.00
BEGIN FM 365 PROFILE
15.89
15.85
16.66
18.61
21.53
25.20
28.69
31.58
33.53
34.98
12.82
15.59
11.18
35.11
33.73
31.90
28.91
25.37
21.81
18.94
16.80
15.76
15.88
100+00 105+00 110+00 115+00 120+00
16.05
16.24
16.17
15.91
15.87
16.13
15.96
15.16
14.39
14.03
14.06
14.47
14.98
15.47
15.66
15.48
15.00
14.52
14.46
14.95
15.85
16.68
16.93
16.54
16.13
15.96
15.16
14.39
14.03
14.06
14.47
14.98
15.47
15.66
15.48
15.00
14.52
14.46
14.95
15.85
16.68
16.93
16.54
10'
LANELANESHLD SHLD
10'
LANE LANE SHLDSHLD
EXI
ST
RO
W
EXI
ST
RO
W
6'6' 12'12'12'12'
[ WB MAINLANES
EXISTING
[ EB MAINLANES
EXISTING
•":1'‚":1'†":1' •":1'‚":1'†":1' †":1'‚":1'•":1'
EXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE
EXIST 7.00" HMA
EXIST 1.50" SMA
300' ROW
150' 150'
EXIST 1.25" SMA
EXIST 6.25" HMA
EXIST 8" CONCRETE
EXIST 1.75" SMA
EXIST 7" HMA
EXIST CEM. STAB. BASE
[ IH 10
2'
LANELANELANESHLDR
12'
SHLDRLANELANELANESHLDR
12' 12' 10' 10' 12' 12' 12'
2.0% 2.0%
SHLDR
10' 10'
LANES
EASTBOUND
LANES
WESTBOUND
[ IH 10
@ I-10 FM 365
PROP BRIDGE TYPICAL SECTION
@ I-10 FM 365
EXIST TYPICAL SECTION
15.72
15.42
14.91
14.50
14.53
14.73
15.03
15.53
16.03
16.48
16.11
15.02
775+00 780+00 785+00 790+00 795+00
15.19
14.20
13.77
14.30
15.02
15.74
16.17
16.00
36.10
12.73
13.64
15.94
15.80
16.10
16.17
15.96
15.71
15.69
15.06
14.60
14.55
14.63
14.93
15.01
14.88
14.69
14.54
14.57
14.41
14.15
13.86
STA = 782+93.05
EL = 15.46'
(-)0.2819 %
(-)0.5149 %
STA = 785+08.53
EL = 14.35'
L = 150.00'
K = 210
ex = 0.13'
STA = 787+64.26
EL = 14.85'
(+)0.1979 %
(+)0.5
000 %
STA = 791+45.12
EL = 16.76'
L = 150.00'
K = 92
ex = -0.31'
STA = 793+39.54
EL = 14.55'
(-)1.1355 %
(-)0.2401 %
14.41
15.21
STA = 775+77.87
EL = 13.42'
(-)1.0000 %(+)0.7
214
%
L = 166.00'
K = 96
ex = 0.36'
STA = 779+82.39
EL = 16.33'
L = 150.00'
K = 149
ex = -0.19'
EL.
= 15.79 '
VP
C 779
+07.39
EL.
= 16.12 '
VP
T 780
+57.39
EL.
= 14.25 '
VP
C 774
+94.87
EL.
= 14.01 '
VP
T 776
+60.87
EL.
= 14.73 '
VP
C 784
+33.53
EL.
= 14.50 '
VP
T 785
+83.53
EL.
= 16.38 '
VP
C 790
+70.12
EL.
= 15.91 '
VP
T 792
+20.1250
40
30
20
10
0
CSJ:
0739-0
2-161
MA
TC
HLIN
E
ST
A
925+0
0
50
40
30
20
10
0
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW EXIST ROW
CSJ:
0739-0
2-161
MA
TC
HLIN
E
ST
A 925+0
0
BOX CULVERT
2-7'X3' CONCBOX CULVERT
5'X3' CONC
BOX CULVERT
2-7'X3' CONC
CH
URC
H R
D
GILBERT R
D
OP
AL ST
DO
GW
OO
D
DR
PALER
MO L
N
NORT
H F
OR
K T
AYL
OR B
AY
OU
BILL
GA
UL
DI
NG R
D
[ FM 365
EXI
ST
PR
OP
PR
OP
EXI
ST
36'
36'
10'
36'
10'
36'
10'
36'
10'
36'
10'
36'
10'
36'
10'
10'
[ IH10
PROP IH10 PGL
FM 365
FM 365
EXIST R
OW
EXIST R
OW
EXIST R
OW
EXIST R
OW
EXIST ROW
EXIST ROW
B
B
A
A
STA 735+00.00
CSJ 0739-02-161
BEGIN PROJECT
| EBER-365
| WBXR-365
| FRTG1
| EBXR-365
| WBER-365
12'
12'
10'
10'
10'
10'
10'
10'
BOX CULVERT
4'X3' CONC
R=5270'
R=5270'R=6820'
THE U.S.WATER OF
THE U.S.WATER OF THE U.S.
WATER OFWETLANDS
R=5270'
R=6820'
R=5270'
R=7870'
EXIST FRONTAGE ROAD
BOX CULVERT
4'X3'X32'
CURVE FM365-1
CURVE FM365-2
PI STATION = 104+21.39
DELTA
TANGENT = 283.10
LENGTH = 564.42
RADIUS = 2,910.00
PC STATION = 101+38.29
PT STATION = 107+02.71
PI STATION = 117+24.91
DELTA
TANGENT = 140.26
LENGTH = 280.46
RADIUS = 5,729.57
PC STATION = 115+84.65
PT STATION = 118+65.11
ELEV 20.31
STA 745+00.00
CSJ 0739-02-161
BEGIN PROJECT
CURVE FM365-1 CURVE FM365-2
EXIST GROUND
STA 742+88BEGIN BRIDGE
STA 743+68END BRIDGE
STA 877+70BEGIN BRIDGE
STA 883+30END BRIDGE
PROPOSED CONDITIONS
NORTH FORK TAYLOR BAYOU
1000 - 2036 AVERAGE DAILY TRAFFIC
1000 - 2026 AVERAGE DAILY TRAFFIC
1000 - 2016 AVERAGE DAILY TRAFFIC
1100
1250
1450
22800
27100
31400
30800
26600
22400
1800
2150
2500
1225
1450
1700
425
500
600
1175
1400
1600
525
650
725
750
900
1025
950
1150
1300
1275
1500
1775
200
250
300
1150
1400
1600
30800
26600
22400
22800
27100
31400
650
750
875
650
750
875
1700
2000
2350
275
300
350
400
450
500
950
800
700
1550
1850
2125
200
250
300
325
400
450
LEGEND
1000 - 2036 AVERAGE DAILY TRAFFIC
1000 - 2026 AVERAGE DAILY TRAFFIC
1000 - 2016 AVERAGE DAILY TRAFFIC
200
250
300
23250
27600
31975
32100
27750
23350
200
250
300
100
125
150
200
250
300100
125
150
32100
27750
23350
23250
27600
31975
100
125
150
LEGEND
300
250
200
150
125
100
650
750
875
275
300
350
PROPOSED CONDITIONS
FM 365
10
20
30 30
20
10
STA 103+50CONSTRUCTIONBEGIN FM 365
STA 122+20CONSTRUCTIONEND FM 365
E
E
STA 773+17.16BEGIN BRIDGE
STA 777+01.16END BRIDGE
R=5270'
20
10
FM 365 PROFILE FRTG1 PROFILE
740+00735+00
TA
YL
OR B
AY
OU
NORT
H F
OR
K
PROP RET WL
PROP RET WL
PROP RET WL
PROP RET WLSTA 779+43.16BEGIN C.O.A.
STA 791+93.05END C.O.A.
I-10
I-10