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119602
C E SMITH S 2/3 L3 B1 4.617AC
ANDERSON PATRICIA P
102020 5727
3.360 AC
LABELLE PROPERTIES LTD
119644
4.838 AC
LABELLE PROPERTIES LTD
103533
57.372 AC
LABELLE PARK LP
119643
2.223 AC
SHAHAN ANNE BLEAKLEY
119628
49.819 AC
JEFFERSON COUNTY D D 6
119622
2.9385AC
SHREE GAYATRI INC
32938
2.317 6AC
JAI MAHALAXMI INC
32939
1.2438 AC
WOW FOOD CONCEPTS LLC
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VISHWAS ENTERPRISES LP
32942
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APPLE NINE HOSPITALITY
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1.571 AC
PATEL BHARAT
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2.0623 AC
SPIRIT MASTER FUNDING LLC
22342
13.4295AC
EPT 909 INC
22335
1.000
STARMART NO 2 LTD
119639
2.601 AC
CBOCS TEXAS LP
100740
3.3775 AC
JAYASHA PROPERTIES LP
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7.3879 AC
THE PALACE AT PARK CENTRAL LLC
56752
0.6
841
AC
VRE
BEA
UM
ONT LLC
386698
5.8156 AC
UNITED STATES POSTAL SERV
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UNITED STATES POSTAL SERV
102028
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HEBERT CLYDE D JR ET AL
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102023
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5717
1.925 AC
HEBERT CLYDE D JR ET AL
5727
2.87 AC
CREEL RANDALL A II & DARREN L
102021
15.362 AC
HEBERT CLYDE D JR ET AL
5719
4.378 AC
HEBERT CLYDE D JR ET AL
5724 2.543 AC
CHANCE FAMILY TRUST (1/2)
5726
1.7784 AC
TYTEX PROPERTIES
102032
4.996 AC
5500 IH 10 LTD
5711
10.324 AC
5500 IH 10 LTD
5710
10.324 AC
5500 IH 10 LTD
5710
12.553 AC
HPT PSC PROPERTIES TRUST
120049
2.489 AC
HPT PSC PR
OPERTIES TRUST
120053
3.315 AC
DIVINE BEAUMONT HOSPITALITY LLC
120052
7.170 AC
PHCG INVESTMENTS
5708
1.986
AC
NO
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5740
8.000 AC
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19.526 AC
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SPENCER MARY M ESTATE
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1.442 AC
LAMONICA LTD
240604
15.362 AC
HEBERT CLYDE D JR ET AL
5719
11.102 AC
WILLOW CREEK INDUSTRIAL PARK
261303
20.0 AC
STIVERS PARK LP
102055
135.818 AC
STIVERS PARK LP
102052
135.818 AC
STIVERS PARK LP
102052
0.520 AC
A & MARY J
STEINHAGEN B
56750
0.694 AC
INC
HOSPITALITY
RAS
100738
57265724
2.0534 AC
3795 LLC
BEAUMONT HOTEL
32940
1.9854 AC
PROPERTIES LP
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22337
1.527
INVESTMENT GROUP LLC
R & B PARC LOFTS
32943
0.5284 AC
INC #1220
WAFFLE HOUSE
22343
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239287
1.067 AC
TRUST
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100739
0.246 AC
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HEBERT CLYDE D
102030
0.2591 AC
LIMITED
LAMONICA
102054
1.465 AC
HARVEY JR
STEINHAGEN E
119601
9.777 AC
TRUST (1/2)
CHANCE FAMILY
5721 0.4
59 AC
PROPERTIES TRUST HPT PSC 1200
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1270+00 1275+00 1280+00 1285+00 1290+00 1295+00 1300+00 1305+00
2270+00 2275+00 2280+00 2285+00 2290+00 2295+00 2300+00 2305+00
PC 100
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PT 101
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105+00
PC 104
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PC 100
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PC 101
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PC 104
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+79.34
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220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00
(EXIST OSB)
C IH10 STA 231+00
(EXIST GM SIGN)
C IH10 STA 239+00
(EXIST GM SIGN)
C IH10 STA 244+00
(PROP SIGN & COSS)
C IH10 STA 259+00
(PROP SIGN & COSS)
C IH10 STA 258+00
(PROP SIGN & COSS)
C IH10 STA 267+00
(PROP SIGN & COSS)
C IH10 STA 284+00
(PROP SIGN & COSS)
C IH10 STA 294+00
(EXIST GM SIGN)
C IH10 STA 278+00
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C IH10 STA 286+00
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C IH10 STA 297+00
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STATE OF TEXAS
FOR:
PRELIMINARY DESIGN SCHEMATIC
0
HORIZ SCALE
200'100' 0 20'10'
VERT SCALE
VICINITY MAP
ENGINEERS SURVEYORS
FIRM REGISTRATION NUMBER - 10283
PRELIMINARY
SUBJECT TO CHANGE DOCUMENT
NOT A BIDDING
PRELIMINARY
BY
DATE
OR PERMITTING
NOT FOR CONSTRUCTION, BIDDING
95
% S
UB
MIT
TA
L
#
LEGEND
Texas Department of Transportation
R
THOMAS C. KUYKENDALL, JR. P.E. #86302
12/4/2017
IH 10
JEFFERSON COUNTY
APPROX LENGTH OF PROJECT= 52,462.08 FT = 9.936 MI
PROJECT LIMITS: FROM FM 365, EAST TO CR 131 (WALDEN RD)
TUCKER FERGUSON, P.E. DISTRICT ENGINEER
CSJ 0739-02-162 (JEFFERSON COUNTY)
IH 10 RURAL FREEWAY PROJECTED (2036 ADT): 68,600
IH 10 URBAN FREEWAY PROJECTED (2036 ADT): 68,600
IH 10 RURAL FREEWAY EXISTING (2016 ADT): 45,000
IH 10 URBAN FREEWAY EXISTING (2016 ADT): 45,000
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#
IH 10 RAMPS = 50 MPH BOYT RD = 50 MPH
IH 10 FRONTAGE ROAD = 45 MPH SMITH RD = 50 MPH
IH 10 MAINLANES = 70 MPH BROOKS RD = 50 MPH
DESIGN SPEED:
MAJOR DR TO END - RURAL FREEWAY
BEGIN TO MAJOR DR - URBAN FREEWAY
FUNCTIONAL CLASSIFICATION:
TIME WARNER SPECTRUM UG LEVEL D
CENTERPOINT GAS LEVEL B
ENTERGY UG ELECTRIC LEVEL C
CITY OF BEAUMONT WW LEVEL D
ATT UG FIBER LEVEL B
KEYSTONE LEVEL B
KOCH PIPELINE
MOTIVA LEVEL B
HOUSTON PIPELINE LEVEL B
AMACO (BP)
TIME WARNER SPECTRUM OH LEVEL C
CITY OF BEAUMONT WATER LEVEL D
SUNOCO LEVEL B
SUNOCO LEVEL D
DCP MIDSTREAM LEVEL B
ENTERPISE CRUDE LEVEL B
MOBIL CORP LEVEL B
DENBURY GREEN PIPELINE LEVEL D
ATT TELEPHONE LEVEL B
ENTERGY OH ELECTRIC LEVEL C
KINDER MORGAN LEVEL B
FIBERLIGHT LEVEL D
ENTERPRISE PRODUCTS LEVEL B
WILLIAMS PIPELINE LEVEL D
FLOW DIRECTION ARROW
NUMBER OF LANES (EXISTING)
NUMBER OF LANES (PROPOSED)
WETLANDS
FLOODPLAIN
PAVEMENT TO BE REMOVED
PROPOSED DRIVEWAYS
PROPOSED RAMPS
PROPOSED CROSS STREETS
PROPOSED FRONTAGE ROADS
PROPOSED MAINLANES
PROPOSED BRIDGE
PROPOSED RETAINING WALL
EXISTING PROPERTY LINE
CONTROL OF ACCESS
EXISTING ROW
HOUSTON OFFICEVICTORIA OFFICE
PH:361-570-7500 - FX:361-570-7501
VICTORIA, TX 77904
1501 E. MOCKINGBIRD LN., SUITE 406
PH:832-252-8100 - FX:832-252-8103
FULSHEAR, TX 77441
29255 FM 1093, SUITE 7A
IH 10 TRAFFIC VOLUMES
SUBMITTAL DATE: DECEMBER 2017
STATE OF TEXAS
FOR:
PRELIMINARY DESIGN SCHEMATIC
0
HORIZ SCALE
200'100' 0 20'10'
VERT SCALE
VICINITY MAP
ENGINEERS SURVEYORS
FIRM REGISTRATION NUMBER - 10283
PRELIMINARY
SUBJECT TO CHANGE DOCUMENT
NOT A BIDDING
PRELIMINARY
BY
DATE
OR PERMITTING
NOT FOR CONSTRUCTION, BIDDING
#
LEGEND
Texas Department of Transportation
R
THOMAS C. KUYKENDALL, JR. P.E. #86302
12/4/2017
95
% S
UB
MIT
TA
L
IH 10
JEFFERSON COUNTY
APPROX LENGTH OF PROJECT= 52,462.08 FT = 9.936 MI
PROJECT LIMITS: FROM FM 365, EAST TO CR 131 (WALDEN RD)
TUCKER FERGUSON, P.E. DISTRICT ENGINEER
CSJ 0739-02-162 (JEFFERSON COUNTY)
IH 10 RURAL FREEWAY PROJECTED (2036 ADT): 68,600
IH 10 URBAN FREEWAY PROJECTED (2036 ADT): 68,600
IH 10 RURAL FREEWAY EXISTING (2016 ADT): 45,000
IH 10 URBAN FREEWAY EXISTING (2016 ADT): 45,000
BABE
LO
MA
AN
NIE LO
U
10
10
121
SMITH
AM
ELIA
BROOKS
365
364
BE
AU
MO
NT
CIT
Y LIMIT
S
KID
D
GU
LL
Y
BO
YT
PE
VIT
OT
GU
LL
Y
ISLAND
PINE
CemeteryHaven Rest
KID
D
GU
LL
Y
P
P
P
P
P
P
P
Herbert
CHEEK
Landrum Cem
FANNETT
GALLOW AY
PE
VIT
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GU
LL
Y
NEW BETHEL
GULL
Y
PP
Club
Country
Bayou Din
Park
Sprott
Hillebrandt
P
LOVELL LAKE
STA 236+00CSJ 0739-02-162BEGIN PROJECT
STA 735+00CSJ 0739-02-162END PROJECT
PEBBLE BEACH
CAR
MEL
WILLO
WBEN
D
CT
CREEK
WILLOW
BE
ND
WIL
LO
W
AM
ELIA
BROOKS
TILLERY
WALDEN
PAS
AD
EN
A
WALDEN
JENNIFER
TERRY
J. HOOD
LOMBARD
MOCKINGBIRD
SU
MM
ER
SET
ST
AC
EY
MONICA
MO
NIC
A
KEN-
MORE
WASHINGTON
SHADY
WALDEN
BU
RB
AN
K
WASHINGTON
PEVITOT
HUMBLE
CASEY
MA
HA
N
DU
NC
AN
NO
RRIS
SA
ND
LIN
HO
LT
ON
EM
BE
R
WEST
CA
LD
ER
WILLOWBEN
D
BAKER
WIL
LO
W
GLE
N
KA
TY
MOSES
GERALD
JEAN
WINTER
PIERRE
SIMPSON
SIMON
BLO
SS
OM
PARISH
PROCTOR
ANIT
A
CO
RP
OR
AT
E
DIREC-
EXECU-TIVE
TORS
DEL
GO
LIA
D
INTERSTATE
WESTMORELAND
GLENWOOD
EDMONDS
5T
H
6T
H
EUCLID
HARRIOT
POTTS
HEGELE
OLLIE
SARAH
SARAH
BENDER
NELA
NORA
4T
H
S 5T
H
EDMONDS
ELMIRA
FA
TIM
A
PR
EST
ON
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PR
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EUCLID
FAN
NET
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4T
HWA
RR
EN
POSEY
VIRGINIAWORCESTER
BO
OK
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H
IRE
NE
WIN
ST
ON
ME
RC
AN
TIL
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BURGANDY
DAUPHINE
STIV
ERS
FANNET
T
LAFIN
DUKE
REXORA
SH
ELLY
BROOKS
SMIT
H
BO
YT
MARTI
NGALE
WAY
SAND
PIPER STARLITE
MO
ON
GLO
W
LA
NT
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N
CA
ND
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MA
RT
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BO
BO
LIN
K
CA
RDIN
AL
EA
LLE
BIR
D
WA
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MARTIN LUTHER KING
LANDRY LN
FRANCIS LN
CAP
TAIN
KID
WA
Y
JEAN LAFITTE
KIDD
BUCCANEER
SMITH
IND
USTRIA
L
1ST
2N
D
AVE C
AVE B
AVE A
GARTH
DANIEL
DONALD
LA
BELLE
STEINHAGEN
LA BELLE
FRINT
WESP
AR
K
DO
WNS
PHELP
S
SEALE
MEL
SH
A
CH
APEL
FA
NNETT
CH
AN
DLE
R
GREEN
MORE
TY
RR
ELL
PA
RK
BROOKS
LAND
CREST-
PIN
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LA
ND
OAKDALE
FAIR
WAY
SOUTH
GREENWAY
RE
DO
AK
WHIT
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AK
POST
OA
K
GLE
NBROOK
GLE
N
OA
KS
MANDY
KO
ELE
MA
Y
LO
WR
AN
CE
CLUBB EAST
WEST CLUBB
BO
YT
BLEWELL
HUMBLE
HILLE
BRANDT
ACRES
CAP
O
LA
TT
A
LITTLE
ACRES
PARKVIEW
BERARD
LA
VE
RN
A
ROBERTS
#
IH 10 RAMPS = 50 MPH BOYT RD = 50 MPH
IH 10 FRONTAGE ROAD = 45 MPH SMITH RD = 50 MPH
IH 10 MAINLANES = 70 MPH BROOKS RD = 50 MPH
DESIGN SPEED:
MAJOR DR TO END - RURAL FREEWAY
BEGIN TO MAJOR DR - URBAN FREEWAY
FUNCTIONAL CLASSIFICATION:
TIME WARNER SPECTRUM UG LEVEL D
CENTERPOINT GAS LEVEL B
ENTERGY UG ELECTRIC LEVEL C
CITY OF BEAUMONT WW LEVEL D
ATT UG FIBER LEVEL B
KEYSTONE LEVEL B
KOCH PIPELINE
MOTIVA LEVEL B
HOUSTON PIPELINE LEVEL B
AMACO (BP)
TIME WARNER SPECTRUM OH LEVEL C
CITY OF BEAUMONT WATER LEVEL D
SUNOCO LEVEL B
SUNOCO LEVEL D
DCP MIDSTREAM LEVEL B
ENTERPISE CRUDE LEVEL B
MOBIL CORP LEVEL B
DENBURY GREEN PIPELINE LEVEL D
ATT TELEPHONE LEVEL B
ENTERGY OH ELECTRIC LEVEL C
KINDER MORGAN LEVEL B
FIBERLIGHT LEVEL D
ENTERPRISE PRODUCTS LEVEL B
WILLIAMS PIPELINE LEVEL D
FLOW DIRECTION ARROW
NUMBER OF LANES (EXISTING)
NUMBER OF LANES (PROPOSED)
WETLANDS
FLOODPLAIN
PAVEMENT TO BE REMOVED
PROPOSED DRIVEWAYS
PROPOSED RAMPS
PROPOSED CROSS STREETS
PROPOSED FRONTAGE ROADS
PROPOSED MAINLANES
PROPOSED BRIDGE
PROPOSED RETAINING WALL
EXISTING PROPERTY LINE
CONTROL OF ACCESS
EXISTING ROW
HOUSTON OFFICEVICTORIA OFFICE
PH:361-570-7500 - FX:361-570-7501
VICTORIA, TX 77904
1501 E. MOCKINGBIRD LN., SUITE 406
PH:832-252-8100 - FX:832-252-8103
FULSHEAR, TX 77441
29255 FM 1093, SUITE 7A
IH 10 TRAFFIC VOLUMES
SUBMITTAL DATE: DECEMBER 2017
EXI
ST
RO
W
EXI
ST
RO
W
150' USUAL
300' ROW
EXI
ST
RO
W
EXI
ST
RO
W
150' USUAL
SHLD SHLD
300' ROW
LANELANE
2.0%2.0%2.0%
150' USUAL
SHLD LANE
2.0%
[ EB MAINLANES
EXISTING
[ WB MAINLANES
EXISTING
| WBFR
EXISTING
| EBFR
EXISTING
8' 12' 12'
LANE SHLD
4'
SHLD LANE
12'10'
LANE SHLD
12' 6'
LANESHLD
6' 12'
SHLDLANE
12' 10' 4' 12'12' 8'
STAB BASE
EXIST 14" CEMENT
EXIST 8" CONC PVMT
STAB BASE
EXIST 6" CEMENT
EXIST 2" ACP
EXIST 10" CONC PVMT
STAB BASE
EXIST 6" CEMENT
1" ACP UNDERLAY
EXIST PRIME AND
STAB BASE
EXIST 14" CEMENT
EXIST 8" CONC PVMTEXIST 2" ACP
STAB BASE
EXIST 14" CEMENT
STAB BASE
EXIST 6" CEMENT
1" ACP UNDERLAY
EXIST PRIME AND
STAB BASE
EXIST 6" CEMENT
STAB SUBGRADE
EXIST 6" LIME
EXIST 10" CONC PVMT
STAB SUBGRADE
EXIST 6" LIMEIH10 EXIST TYPICAL SECTION
[ IH10
EXI
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EXI
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150' USUAL
300' ROW
EXI
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W
EXI
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RO
W
150' USUAL
300' ROW
2.0%
150' USUAL
2.0%
| WBFR
EXISTING
| EBFR
EXISTING
LANES
WESTBOUND
LANES
EASTBOUND
2.5%2.0%2.0%2.5%
SHLD
10'12'12'12'10'
SHLD SHLDLANE LANELANE
10'12'12'12'10'
2'
LANELANELANE SHLDRLANELANE
SHLD LANE
8' 12' 12'
SHLD
4'
LANE SHLDLANE
12'12' 8'
SHLD LANE
4'
1" ACP UNDERLAY
EXIST PRIME AND
STAB BASE
EXIST 6" CEMENT
STAB SUBGRADE
EXIST 6" LIME
EXIST 10" CONC PVMT
EXIST 10" CONC PVMT
STAB BASE
EXIST 6" CEMENT
1" ACP UNDERLAY
EXIST PRIME AND
STAB SUBGRADE
EXIST 6" LIME
PROP 13" CRCP
PROP 1" ACP
PROP 6" CTB
PROP 8" LTS
PROP SSCB
IH10 PROP TYPICAL SECTION A-A
[_IH10
STA = 301+00.00
EL = 19.39'
(-)0.10%
STA = 240+57.00
EL = 17.76'
(+)0.10% (+)2.6
4%
L = 480.00'
K = 189
ex = 1.52'
STA = 249+75.00
EL = 42.00'
(+)2.6
4% (-)2.64%
L = 1,350.00'
K = 256
ex = -8.91'
VP
C 238
+17.00'
EL
= 17.52
VP
T 242
+97.00'
EL
= 24.10
VP
C 243
+00.00'
EL
= 24.17
STA = 259+86.00
EL = 15.31'
(-)2.64% (+)0.31%
L = 600.00'
K = 203
ex = 2.21'
STA = 272+05.00
EL = 19.09'
(+)0.31% (-)0.03%
STA = 291+90.00
EL = 18.48'
(-)0.03% (+)0.10%
VP
T 256
+50.00'
EL
= 24.18
VP
C 256
+86.00'
EL
= 23.23
VP
T 262
+86.00'
EL
= 16.24
220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00
27.38
24.36
21.30
18.94
16.91
16.23
15.80
16.13
16.58
16.42
16.38
16.88
16.54
16.38
16.37
16.42
16.39
16.33
16.11
15.59
16.04
17.34
19.27
22.16
24.31
26.31
28.06
29.66
31.18
20.44
11.95
31.49
30.09
29.24
27.80
25.64
23.54
20.87
18.31
16.77
15.85
15.55
14.98
15.01
14.79
14.37
14.97
15.10
15.83
15.87
15.69
16.08
16.33
16.17
15.68
15.80
15.62
15.38
15.38
15.58
15.41
15.13
15.31
15.14
15.12
16.51
14.96
15.08
15.08
15.01
15.35
15.56
15.69
15.76
15.83
15.73
15.91
15.96
16.25
16.10
16.16
16.16
16.14
16.07
16.05
15.59
19.29
19.19
19.09
18.99
255+00255+00
17.30
17.40
17.50
17.78
18.59
19.92
21.78
24.17
26.62
28.67
30.34
31.61
32.49
32.98
33.08
32.78
32.10
31.02
29.56
27.70
25.45
22.86
20.54
18.71
17.36
16.51
16.16
16.28
16.59
16.90
17.21
17.52
17.83
18.14
18.45
18.76
19.07
19.06
19.03
19.00
18.97
18.94
18.91
18.88
18.85
18.81
18.78
18.75
18.72
18.69
18.66
18.63
18.60
18.57
18.54
18.51
18.49
18.59
18.69
18.79
18.89
18.99
19.09
19.19
19.29
19.39
NOM
1'
SHLDR
9'
TYPE SSTR
PGL
[ GIRDER
TX 34 GIRDER (TYP)
TYPE SSTR
[ GIRDER
56' 56'
55' ROADWAY 55' ROADWAY
LANE
12'
LANE
12'
SHLDR
10'
SSCB
2'
SHLDR
10'
LANE
12'
LANE
12'
SHLDR
9'
NOM
1'
LANE
12'
LANE
12'
PROP TYPICAL SECTION
2.00%2.00%
([_IH10 STA 248+88.00 TO STA 250+63.00)
IH10 @ WALDEN ROAD
[_IH10
8" MIN
33' BRIDGE WIDENING
114' OVERALL
(S
EE
SH
T 2
OF 6)
MA
TC
HLI
NE
ST
A 305
+00
SH
EET 1 O
F 6
SH
EET 1 O
F 6
IH 10 IH 10IH 10
WA
LD
EN
RO
AD
2
2
2
2
1
1
2
23
1
1
1
1
2
2
2
2
2
2
2
2
2 2
2
1
2
2
2
1
1
1
2
21
3
3
3
3
3
3
3
3
2
2
2
2
2
2
-30
-20
-10
0
10
20
30
40
50
-30
-20
-10
0
10
20
30
40
50
60
70
80
90
60
70
80
90
L L LL
L
L
L
L
LBEGIN PAVEMENT CONSTRUCTION
C_IH10 STA 236+00
CSJ: 0739-02-162
BEGIN PROJECT
BEGIN PAVEMENT CONSTRUCTION
[_IH10 STA 236+00
CSJ: 0739-02-162
BEGIN PROJECT
L
LSTA 2265+05.13
B_WBFR-1
BEGIN IH10 WBFR
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW EXIST ROW
EXIST ROW
1
1
L
L
A
A
L
L
L
L
LEXIST ROW
2
2
3
3
L
L
[ WALDEN ROAD
3200
2800
2025
2000
2750
3150
300
400
450
1925
2650
3050
5100
7100
8050
650
900
1000 1350
1200
850
6900
6050
4350
8900
7850
5625
5100
7100
8050
750
1050
1150
750
1050
1200
950
800
575
2500
2200
1600
9400
8250
5950
9400
8300
5950LEGEND
1000 - 2018 ADT
1000 - 2038 ADT
1000 - 2048 ADT
MA
TC
HLI
NE (
D)
CR 131 (WALDEN ROAD)
CR 131 (WALDEN ROAD)
ESAL CUTLINE
IH 10IH 10
250
200
150
2025
2800
3200
3150
2750
2000
225
300
350
2150
2950
3350
3350
2950
2150
21400
29850
33850
36900
32500
23300
10050
8900
6375
7450
10350
11750
9750
13600
15450
15450
13600
9750
21400
29850
33850
36900
32500
23300
10400
14500
16450
16450
14500
10400
HIL
LEBRA
NDT
BA
YO
U
70'
WID
E
DRAIN
AG
E EASE
MENT (D
RAIN
AG
E
DIS
TRIC
T 6)
DIS
TRIC
T
NO.
6
V.2406 P.526
DRAIN
AGE
EASEM
ENT
DRAIN
AGE
LA
KE
WA
Y
DRIV
E
49.819 AC
JEFFERSON COUNTY D D 6
119622
HIL
LEB
RA
ND
T
BA
YO
U
TRIB
UT
AR
Y
OF
HIL
LEBR
AN
DT
BA
YO
U
TRIB
UT
AR
Y
OF
LTO REMAINEXIST 2-9'X7' MBC
3
FROM FM 365 TO CR 131 (WALDEN ROAD).
MOVEMENTS AT SPECIFIED POINTS ALONG IH 10
DAILY TRAFFIC VOLUMES AND TURNING
2018, 2038 AND 2048 ANTICIPATED AVERAGE
B_EBFR-1 B_EBFR-1
B_WBFR-1
B_WBFR-1
C_IH10 C_IH10C_IH10C_IH10
B_RP-5 STA 100+00.00
BEGIN EB ENT RAMP 5
B_RP-4 STA 100+00.00
BEGIN WB ENT RAMP 4
B_RP-2 STA 100+00.00
BEGIN EB EXIT RAMP 2
B_RP-2 STA 110+79.34
END EB EXIT RAMP 2
B_RP-4 STA 110+51.89
END WB ENT RAMP 4
B_RP-4
B_RP-2
B_RP-5
TO REMAINEXIST 2-48" RCP
@ [_IH10
EXIST GROUND
PGL @ [_IH10PGL @ [_IH10
@ [_IH10
EXIST GROUND
@ [_IH10
EXIST GROUND
B_EBFR-1 STA 1265+12.06
BEGIN IH10 EBFR
(60'
RIG
HT-
OF-
WA
Y)
RE
XO
RA
DRIV
E
(60'
RIG
HT-
OF-
WA
Y)
HO
LID
AY
SQ
UA
RE
Los
Ang
eles
Aven
ue
40'
Roa
d
Dedication (u
ndev
elop
ed)
(60'
RIG
HT-
OF-
WA
Y)
CLE
AR
WA
TE
R
CO
UR
T
40'
Road
Dedicatio
n (u
ndeveloped)
Tille
ry Road
40'
Roa
d
Dedication (u
ndev
elop
ed)
Tille
ry Road
40'
Road
Dedicatio
n (u
ndeveloped)
PASA
DEN
A
AVEN
UE
40'
Roa
d
Dedication (u
ndev
elop
ed)
PASA
DEN
A
AVEN
UE
(und
evelop
ed)
40'
Roa
d
Dedication
TO REMAIN
EXIST 2-48" RCP
TO REMAINEXIST DMS
C_IH10 STA 248+88.00BEGIN PROP BRIDGE WIDENING
C_IH10 STA 250+63.00END PROP BRIDGE WIDENING
[_IH10 STA 248+88.00
BEGIN PROP BRIDGE WIDENING[_IH10 STA 250+63.00
END PROP BRIDGE WIDENING
TO REMAIN
EXIST 2-9'x7' MBC
MI
N
CL
EA
RA
NC
E
15'-7"