Embed Size (px)
Citation preview
DentonCreek
CARROLLTON CITY LIMIT
ST LOUIS&
SOUTHWESTERN RR
LAKE
CAROLYN
Cottonwood
Bra
nch
NORTH
COPPELL
CIT
YL
IMIT
5.8
Hackberry
Cr
Creek
8.7
Pop 82,169
FO
RK
ELM
5.9
Pop 24,250
0.4
0.4
0.2
2.5
3.6
COPPELL
CITY LIMIT DALLAS
CITY LIMIT
IRVING
CITY LIMIT
DALLAS -
FORT WORTH
REGIONAL
AIRPORT
CITY
LIM
IT
LIM
IT
CITY
Columbian
Club
Lake
ADDISON
CIT
YL
IMIT
Bra
nch
4.6
4.4
Pop 8,783
4.2
DA
LL
AS
CIT
YL
IMIT
CIT
YL
IMIT
FARMERSBRANCH
3.3
4.1
4.3
Cre
ek
SO
UT
HE
RN
PA
CIF
IC
RICHARDSON
GARLAND
0.6
1.0
0.5
0.1
0.5
0.5
Cre
ek
3.1
Pop 180,650
Duck
2.9
4.5
5.2
Pop 74,840
GA
RL
AN
DC
ITY
LIM
IT
Pop 102
7.0
Bra
nch
Jackson
Bra
nch
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
AN
D
ATC
HIS
ON
TO
PEK
A
SA
NT
A F
E
RA
ILW
AY
MIS
SOU
RI-
KA
NSA
S-
TEXAS
RAILROAD
AT &
SF R
Y
M-K-T RR
Pop 5,346
0.9
2.2
2.7
0.8
CIT
Y
LIMIT
2.4
ROWLETT
Pop 23,260
0.9
1.2
LIBERTY
GROVE
GA
RLA
ND
CITY
DALLAS
DA
LL
AS
GA
RL
AN
D
CIT
YCIT
Y
LIMITLIM
IT
WY
LIE
CIT
Y
LIM
IT
WY
LIE
RO
WLETT
CIT
Y
LIM
IT
RO
WL
ET
TC
ITY
LIM
IT
7.5
DALLAS
CIT
Y
LIMIT
GARLAND
CITYLIMIT
3.7
Pop 101,484
3.9
1.4
HUDSON
MUNICIPAL
AIRPORT
UNION
PACIFIC
Pop 2,228
2.6
LA
KE
HU
BB
AR
DS
TE
AM
&E
LE
CT
RIC
SPU
R (P
VT
)
DA
LL
AS
CIT
Y
LIM
IT
L A K E
H U B B A R
R A Y
SO
UT
HE
RN
PA
CIF
IC
5.7
White
UNION
Rock
Parkdale
Storage
Pond
SOUTHERN
PACIFIC
TOPEK
A AN
D
AT
CH
ISO
N
SAN
TA
FE
SPILLWAY
ELEVATION
458.0’
4.1
RAILROAD
PA
CIF
IC
SO
UT
HE
RN
3.3
Rock
Creek
2.2
2.8
2.9
AT &
SF RY
RA
ILR
OA
D
2.8
4.0
0.3
MESQUITE
CIT
Y
LIM
IT
2.3
RAILROAD
PACIFIC
Duck
DA
LLAS
CIT
Y
LIM
IT
4.0
3.3
3.2
PACIFIC
UNION
DA
LLA
S
CIT
Y
LIM
IT
3.66.1
RAILROAD
4.0
3.9
DALLAS
LOVE
FIELD
Bachman
4.4
BACHMAN
LAKE
Bachm
an
Bra
nch
0.4
Pop 22,259
2.0
MIS
SO
URI
KANSAS
TEXAS
5.0
HIGHLAND
PARK
Pop 8,739
M-K
-T
RR
1.5
0.2
Pop 1,006,877
UP
RR
1.2
0.6
0.4
0.7
1.5
1.5
0.9
0.7
AT
& S
F R
Y
M-K-
SP
1.8
UP RR
1.4
Br
LAKE
CAROLYN
3.6
RA
ILRO
AD
NO
RT
HE
RN
0.7
0.3
0.6
0.4
0.3
0.7
0.8
0.4
0.7
0.5
3.2
1.5
2.5
1.9
BU
RL
ING
TO
N
3.4
GR
AN
DP
RA
IRIE
FORK
BearSlough
TRINIT
Y
Cre
ek
PRA
IRIE
CIT
YL
IMIT
DA
LL
AS
CITY
LIM
IT
3.0
Pop 155,037
UNION
1.2
7.1
1.5
3.6
PACIFIC
RR
SF
AT
&
0.6UNION
PACIFIC
DALLAS
NAVAL
AIR STATION
Cotto
nw
ood
Cr
2.5
2.7
GRAND PRAIR
IE
CIT
YC
ITY
CIT
Y
LIMIT
LIMIT
LIMIT
DALLAS
DA
LLAS
CITY
LIMIT
CEDA
R HIL
L
CITY
LIMIT
2.2
GRAND
PRAIRIE
CITY
DALLAS
CITY
RAILROAD
DA
LL
AS
CIT
YL
IMIT
Pop 35,748
4.2
AT
CH
ISO
N
DALLAS CITY LIMIT
TO
PE
KA
2.5
1.2
1.8
1.7
1.7
LIMIT
LIMIT
1.4
COCKRELL
HILLPop 3,746
AT &
SF RR
SAN
TA F
E
RAILW
AY
Fiv
emile
AN
D
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Coombs
Cre
ek
1.6
3.9
RED BIRD
AIRPORT
3.1
Woody
3.3
DALLAS
CITYLIMIT
DE SOTO
CITYLIMIT
3.3
AT & S
F RY
6.2
1.4
1.6
2.1
LANCASTER
DALLAS
CITY
CITY
LIMIT
LIMIT
2.5
CITY LIMIT
2.8
2.4
M-K
-T R
R
S P
4.7
3.1
MIS
SO
UR
I-
KA
NS
AS
-
TE
XA
S-
3.3
0.4
S P
Cre
ek
Rock
5.2
3.6
SO
UT
HE
RN
PA
CIF
IC
3.9
RA
ILR
OA
D
3.1
3.1
DALLAS
CITY L
IMIT
0.6
0.6
0.3
Pop 2,719
S P
DALLAS HUNTING
AND FISHING
CLUB LAKES
LIM
IT
CITY
FIN AND
FEATHER CLUB
LAKE
5.7
SOUTHERN
PACIFIC
Cre
ek
Pra
irie
3.3
DA
LLA
S
CITY
LIMIT
0.6
DA
LL
AS
CIT
YL
IMIT
BALCH
SPRINGS
Pop 17,406
Hic
kory
MESQUITE CITY LIMIT
DALLAS
CIT
Y
LIMIT
7.3
6.3
DALLAS
CITY LIMIT
MESQ
UIT
E
CIT
Y
LIM
IT
North
Mesquite
Creek
RIV
ER
MESQ
UIT
E
CIT
Y
LIM
IT
TRIN
ITY
MESQ
UIT
E
CIT
Y
CIT
Y
SEA
GO
VIL
LE
Pop 8,969
LIMIT
5.0
Creek
RIVER
Cre
ek
Creek
0.2
Parsons
DALLAS CITY
LIM
IT
HUTCHINSCIT
Y
LIMIT
LANCASTER
Pop 22,117
LANCASTER
AIRPORT
LIMIT
Heath
Lake
S P
RR
Pop 2,479
SO
UT
HE
RN
PA
CIF
IC
7.4
WIL
ME
R
CIT
Y
LIM
IT
1.1
1.1
7.1
Spri
ng
Cre
ek
Creek
Pop 4,564
3.5
4.0
RA
ILR
OA
D
TE
XA
S
KA
NS
AS
MIS
SO
UR
I
LIMITCITY
LANCASTER
3.0
LA
NC
AS
TE
R C
ITY
L
IMIT
DE
SO
TO
CIT
YL
IMIT
DESOTO CITY LIMIT
CITY LIMIT
HEIGHTS CITY
LIM
IT
LA
NC
AS
TE
RC
ITY
LIM
IT
CE
DA
R
HIL
L
CITY
LIM
IT
CITY
LIM
IT
6.5
CEDAR HILL
Pop 19,976
RA
ILW
AY
4.0
SA
NT
A F
E
AN
D
DE
SO
TO
CIT
YL
IMIT
DESOTO
CITY LIMIT
GLEN HEIGHTS
CITY LIMIT
DA
LL
ASGR
AN
D P
RA
IRIE
CIT
Y L
IMIT
COPPELL
CITY
LIMIT
CARROLLTON
CIT
Y
LIM
IT
Grapevine
Creek
LAKE
SPILLWAY ELEVATION 510.0’
635
114
Hackberry
SouthFork
114
RIV
ER
COPPELL
CIT
Y
LIM
IT
TR
INIT
Y
CARROLLTON
35E
77
Furneaux
Hutt
on
Bra
nch
Crooks
FARMERS BRANCH
635
Farmers
Branch
35E
77
Rawhide
35E
77 Daniels
Cre
ek
Bra
nch
635
Farmers
Cre
ek
Joes
Cott
onw
ood
Cr
Rock
ADDISON
Creek
289
635
White
Rock
75
Creek
289
Bachm
an
Bra
nch
78
78
GARLAND
78
190
Spring
RICHARDSON
Duck
Creek
BUCKINGHAM
75
635
635
Dix
on
Bra
mch
Long
Branch
SACHSE
Row
lett
Creek
Creek
78
66
Mills
Branch
GA
RL
AN
D
CIT
YL
IMIT
Row
lett
Cre
ek
D
B66
66
D
B66
66
DA
LL
AS
CIT
Y
LIMIT
Cre
ek
Muddy
Long
Branch
Cotto
nw
ood
Creek
SA
CH
SE
CIT
Y
LIM
IT
67
Cre
ek
Duck
Creek
SUNNYDALECITY
LIMIT
North
Mesquite
MESQUITE
Cre
ek
352
635
352
Cre
ek
Long
SUNNYVALE
Creek
Duck
67
Meyers
Creek
DALLASGARLAND
CITY
CITY
LIMIT
LIMIT
352
Cre
ek
78
Ash
WHITE
ROCK
LAKE
Creek
McComas
Cre
ek
William
son
White
M-K
-T
RR
Jack
son
78
78Bra
nch
635
Creek
67
80
Pra
irie
Cre
ek
352
78
635
South
67
80
Mesquite
635
Creek
352
RIVER
Fork
Creek
35E
77
Elm
Creek
289
UNIVERSITY PARK
Cre
ek
75
Turt
le
Turtle
77
Creek
75
345
DALLAS
180
35E
77
67
RIVER
TR
INIT
Y
T
RR
175
352
114
183
114
TR
INIT
YR
IVE
R
35E
77
Joes
35E
77
DALLAS
CITY
LIM
IT
183
FO
RK
Cre
ek
356
Delaw
are
183
CIT
Y L
IMIT
Bear
Creek
IRVING
GRAND PRAIRIE
CITY
CITY
LIMIT
LIMIT
IRVING
Delaware
Creek
RIV
ER
GR
AN
D
Mo
un
tain
WEST
356
EL
M
356
TRINITY
180
Cre
ek
Fish
Mounta
in
Cre
ek
CITY
LIMIT
LIMIT
Artesian
NORMAL POOL ELEVATION 458.0’
Horn
e
Bra
nch
Tenmile
Mauk
Cre
ek
Cre
ek
O’G
uinn
Creek
Mounta
in
180
67
Creek
CIT
Y
CEDAR HILL
DALLAS
180
Creek
Cre
ek
67
Crow
Bra
nch
180
35E
77
67
67
77
35E
Fivemile
Woody
Branch
Ricketts
Bra
nch
Creek
35E
77
Flo
yd
342
Branch
342
TR
INIT
Y
310
New
ton
Cre
ek
175
175
Whit
e
RIV
ER
310
LAKE LEMON
310
Flo
yd
Bra
nch
Bra
nch
Whit
es
Fivem
ile
HUTCHINS
RIVER
DALLAS
Creek
TR
INIT
Y
Pra
irie
Cre
ek
175
175
TRINITY
RIVER
Cre
ek
635 South
635
Hic
kory
Creek
175
Hic
kory
SAND BRANCH
Parsons Slough
Creek
Mesq
uite
Creek
LIM
ITF
OR
K
EA
ST
SEAGOVILLE
TRINITY
Parsons
Slough
Tenmile Creek
Creek
Cottonwood
WILMER
Gra
vel
Cottonwood
TRINITY
J
B45
Tenmile
Tenmile
Bear
Creek
GLENN HEIGHTS
35E
77342
342
Creek
Bear
Creek
Ten
mile
35E
77
67
Ste
war
t
Bra
nch
Bee
67
Red
Oak
Creek
Little
Bra
nch
Tenmile
Creek
348
354
30
30
30
30
12
12
244
12
30
12
30
30
12
12
12
366
30
30
45
30
45
482
12
354348
12
12
12
12
30
348
1382
303
1382
20
1382
303
20
408
408
303
12
12
12
20
12
20
12
45
20
45
12
12
20
20
20
20
20
45
45
45
13821382
1382
1382
C
C
C
C
C
C
C
C
ST L & SW RR
BN
R
R
BU
RL
ING
TO
N
NO
RT
HE
RN
RA
ILR
OA
D
COPPELL
CITY LIMIT
DALLAS
CITY LIMIT
DALLAS
CITY LIMIT
CITY LIMIT
IRVING
CITY LIMIT
FARMERS
BRANCH
DA
LLA
S
CIT
Y
LIMIT
IRVING
CIT
Y
LIM
IT
GA
RLA
ND
CIT
Y
LIM
IT
DALLAS
CIT
YLIM
IT
MISSOURI- TEXAS RAILROAD
1.6
M-K-T RR
VILBIG
LAKE
35E
M-K
-T R
R
DALLAS CIT
Y LIM
IT STRIP
80
2.1
MOUNTAIN
CREEK LAKE
6.3
DUNCANVILLE
DA
LLA
S
CIT
Y
LIM
IT
DALLAS
CIT
Y L
IMIT
DUNCANVILLE CITY LIMIT
2.1
JOE POOL
LAKE
SEA
GO
VIL
LE
CIT
Y
LIM
IT
LIMIT
CITY
DA
LLAS
AD
DIS
ON
CIT
Y L
IMIT
IRVING CITY LIMIT
DALLAS
CITY LIMIT
AD
DIS
ON
CIT
YL
IMIT
DA
LL
AS
CIT
Y
LIMIT
KANSAS-
IRVING
CITY LIMIT
CITY
RIC
HA
RD
SO
N
CIT
Y
BU
CK
ING
HA
M
LIMIT
LIMITLIMIT
553
CARROLLTON
CITY LIMIT
7866
352
45
WIL
MER
CIT
Y
LIMIT
GLENN HEIGHTS
DE
SO
TO
Hackberry
Creek
Gra
pevine
Creek
Den
ton
FL
OW
ER
MO
UN
D
IRVING
CIT
Y
GRA
PEV
INE
CIT
Y
LIM
IT
CIT
Y
LIM
IT
ST L SW RY
CO
PPELL
COPPELL
IRV
ING
CIT
YL
IMIT
1.9
LIM
IT
CIT
Y
LIM
IT
Pop 16,881
COPPELL
Cre
ek
Bear
Cre
ek
Este
lle
Creek
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
IRVING CITY LIMIT
1.3
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
WEST
FOR
K
RIV
ER
TRINITY
Fish
Cre
ek
Kirby
Creek
GRAND PRAIRIE
1.8
2.4
3.1
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Pop 99,616
Hollin
gs
Branch
Baggett
Bra
nch
JOE POOL
GR
AN
D P
RA
IRIE
LIM
ITC
ITY
CE
DA
R H
ILL
CIT
YL
IMIT
GRAND
PRAIR
IE
CIT
Y
LIMIT
CEDAR
HIL
L
CIT
Y
LIMIT
CO
PP
EL
L
180
121
635
114
183
30
303
20
LIM
IT
Bra
nch
Cot
tonw
ood
Creek
LAKE
Pop 155,037
IRVING
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
Pop 155,037
IRVING
AIRPORT
FORT WORTH
IRVINGPop 155,037
161
161
161
161
1.0
5.2
161
161
1.5
CITYLIMIT
Creek
INTERNATIONAL AIRPORT
Hackberry
Creek
Gra
pevine
Creek
Den
ton
FL
OW
ER
MO
UN
D
GRAPEVINE LAKE
1.0
1.4
0.3
1.2
1.4
0.5
0.5
2.3
GRAPEVINE
IRVING
CIT
Y
DALLAS - FORT WORTH
NORMAL POOL ELEVATION 535.0’
GRA
PEV
INE
CIT
Y
LIM
IT
CIT
Y
CITYLIMIT
Cottonw
ood
Bra
nch
LIM
IT
ST L SW RY
0.9
1.4
CO
PPELL
1.9
COPPELL
GR
AP
EV
INE
CIT
YL
IMIT
IRV
ING
CIT
YL
IMIT
GRAPEVINECITY LIMIT
0.8
0.5
0.2
1.9
LIM
IT
CIT
Y
LIM
IT
Pop 29,202
LE
WIS
VIL
LE
Pop 16,881
COPPELL
TRINITY
RIVER
Cre
ek
Bear
Creek
Big
Bear
Cre
ek
Cre
ek
Este
lle
Johnson
Creek
0.4
0.7
1.6
5.5
EULESS
FO
RT
WO
RT
HC
ITY
LIM
IT
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
IRVING CITY LIMIT
LIM
IT
CITY
LIM
IT
GRAND
PR
AIR
IE
CITY
LIM
IT
FO
RT
WO
RT
H
CITY
LIM
IT
LIM
IT
2.3
EU
LE
SS
CIT
Y
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
WEST
FOR
K
RIV
ER
TRINITY
CIT
YL
IMIT
1.2
0.6
AR
LIN
GT
ON
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
LIM
ITC
ITY
1.1
POP 38,149
EU
LE
SS
M-K-T RR
Creek
Fish
Cre
ek
Kirby
LIM
IT
Cottonwood
Creek
ARLINGTON
1.5
GRAND PRAIRIE
1.8
2.4
3.1
2.4
1.6
1.6
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
GRAND
PRAIRIE
MUNICIPAL
AIRPORT
GRAND PRAIRIE
GRAND PRAIRIE
CIT
YL
IMIT
ARLINGTON CITY
2.2
GR
AN
D
CIT
YL
IMIT
0.6
LIM
IT
CIT
YP
RA
IRIE
AR
LIN
GT
ON
GR
AN
D P
RA
IRIE
LIM
IT
LIM
IT
CIT
Y
CIT
Y
Pop 261,721
Pop 99,616
UP RR
Hollin
gs
Branch
Baggett
Bra
nch
JOE POOL
MA
NS
FIE
LD
CITY
LIM
IT
MA
NSFIE
LD
CIT
Y
LIM
IT
LIMIT
GR
AN
D P
RA
IRIE
CIT
Y
LIM
IT
GR
AN
D P
RA
IRIE
LIM
ITC
ITY
CE
DA
R H
ILL
CIT
YL
IMIT
GRAND
PRAIR
IE
CIT
Y
LIMIT
CEDAR
HIL
L
CIT
Y
LIMIT
GR
AN
D P
RA
IRIE
CITY
LIM
IT
AR
LIN
GT
ON
GR
AN
D P
RA
IRIE
CIT
Y
LIM
IT
CIT
Y
LIM
IT
0.6UNION
PACIFIC
DALLAS
NAVAL
AIR STATION
Cotto
nw
ood
Cr
2.5
2.7
GRAND PRAIR
IE
CIT
YC
ITY
CIT
Y
LIMIT
LIMIT
LIMIT
DALLAS
DA
LLAS
CITY
LIMIT
CEDA
R HIL
L
CITY
LIMIT
2.2
GRAND
PRAIRIE
CITY
DALLAS
CITY
RAILROAD
DA
LL
AS
CIT
YL
IMIT
Pop 35,748
4.2
AT
CH
ISO
N
DALLAS CITY LIMIT
TO
PE
KA
2.5
1.2
1.8
1.7
1.7
LIMIT
LIMIT
1.4
COCKRELL
HILL
Pop 3,746
AT &
SF RR
SAN
TA F
E
RAILW
AY
Fiv
emile
AN
D
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Bra
nch
CO
PP
EL
L
Creek
180
180
180
Cre
ek
Fish
Mounta
in
Cre
ek
CITY
LIMIT
LIMIT
Artesian
MOUNTAIN
CREEK LAKE
NORMAL POOL ELEVATION 458.0’
Horn
e
Bra
nch
Tenmile
Mauk
DUNCANVILLE
Cre
ek
Cre
ek
O’G
uinn
Creek
Mounta
in
180
67
Creek
CIT
Y
CEDAR HILL
DALLAS
121
26
26
114
114
121
121
121
635
121
2499
114
2499
2499
183
183
97
360
30
360
360
30
360
360
303
20
303
20
360
360
360
L
B114
L
B114
1382
303
1382
20
1382
303
20
408
408
303
12
12
CIT
Y
LIM
IT
Bra
nch
Cot
tonw
ood
FLOWER MOUND CITY LIMIT
CIT
Y
Cre
ek
ARLINGTON
CIT
YL
IMIT
Creek
LAKE
FLOWER
MOUND
Pop 15,527
Pop 155,037
IRVING
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
Pop 155,037
IRVING
INTERNATIONAL AIRPORT
FORT WORTHDALLAS -
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
DentonCreek
CARROLLTON CITY LIMIT
ST LOUIS&
SOUTHWESTERN RR
LAKE
CAROLYN
Cottonwood
Bra
nch
NORTH
COPPELL
CIT
YL
IMIT
5.8
Hackberry
Cr
Creek
8.7
Pop 82,169
FO
RK
ELM
5.9
Pop 24,250
0.4
0.4
0.2
2.5
3.6
COPPELL
CITY LIMIT DALLAS
CITY LIMIT
IRVING
CITY LIMIT
DALLAS -
FORT WORTH
REGIONAL
AIRPORT
CITY
LIM
IT
LIM
IT
CITY
Columbian
Club
Lake
ADDISON
CIT
YL
IMIT
Bra
nch
4.6
4.4
Pop 8,783
4.2
DA
LL
AS
CIT
YL
IMIT
CIT
YL
IMIT
FARMERSBRANCH
3.3
4.1
4.3
Cre
ek
SO
UT
HE
RN
PA
CIF
IC
RICHARDSON
GARLAND
0.6
1.0
0.5
0.1
0.5
0.5
Cre
ek
3.1
Pop 180,650
Duck
2.9
4.5
5.2
Pop 74,840
GA
RL
AN
DC
ITY
LIM
IT
Pop 102
7.0
Bra
nch
Jackson
Bra
nch
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
AN
D
ATC
HIS
ON
TO
PEK
A
SA
NT
A F
E
RA
ILW
AY
MIS
SOU
RI-
KA
NSA
S-
TEXAS
RAILROAD
AT &
SF R
Y
M-K-T RR
Pop 5,346
0.9
2.2
2.7
0.8
CIT
Y
LIMIT
2.4
ROWLETT
Pop 23,260
0.9
1.2
LIBERTY
GROVE
GA
RLA
ND
CITY
DALLAS
DA
LL
AS
GA
RL
AN
D
CIT
YCIT
Y
LIMITLIM
IT
WY
LIE
CIT
Y
LIM
IT
WY
LIE
RO
WLETT
CIT
Y
LIM
IT
RO
WL
ET
TC
ITY
LIM
IT
7.5
DALLAS
CIT
Y
LIMIT
GARLAND
CITYLIMIT
3.7
Pop 101,484
3.9
1.4
HUDSON
MUNICIPAL
AIRPORT
UNION
PACIFIC
Pop 2,228
2.6
LA
KE
HU
BB
AR
DS
TE
AM
&E
LE
CT
RIC
SPU
R (P
VT
)
DA
LL
AS
CIT
Y
LIM
IT
L A K E
H U B B A R
R A Y
SO
UT
HE
RN
PA
CIF
IC
5.7
White
UNION
Rock
Parkdale
Storage
Pond
SOUTHERN
PACIFIC
TOPEK
A AN
D
AT
CH
ISO
N
SAN
TA
FE
SPILLWAY
ELEVATION
458.0’
4.1
RAILROAD
PA
CIF
IC
SO
UT
HE
RN
3.3
Rock
Creek
2.2
2.8
2.9
AT &
SF RY
RA
ILR
OA
D
2.8
4.0
0.3
MESQUITE
CIT
Y
LIM
IT
2.3
RAILROAD
PACIFIC
Duck
DA
LLAS
CIT
Y
LIM
IT
4.0
3.3
3.2
PACIFIC
UNION
DA
LLA
S
CIT
Y
LIM
IT
3.66.1
RAILROAD
4.0
3.9
DALLAS
LOVE
FIELD
Bachman
4.4
BACHMAN
LAKE
Bachm
an
Bra
nch
0.4
Pop 22,259
2.0
MIS
SO
URI
KANSAS
TEXAS
5.0
HIGHLAND
PARK
Pop 8,739
M-K
-T
RR
1.5
0.2
Pop 1,006,877
UP
RR
1.2
0.6
0.4
0.7
1.5
1.5
0.9
0.7
AT
& S
F R
Y
M-K-
SP
1.8
UP RR
1.4
Br
LAKE
CAROLYN
3.6
RA
ILRO
AD
NO
RT
HE
RN
0.7
0.3
0.6
0.4
0.3
0.7
0.8
0.4
0.7
0.5
3.2
1.5
2.5
1.9
BU
RL
ING
TO
N
3.4
GR
AN
DP
RA
IRIE
FORK
BearSlough
TRINIT
Y
Cre
ek
PRA
IRIE
CIT
YL
IMIT
DA
LL
AS
CITY
LIM
IT
3.0
Pop 155,037
UNION
1.2
7.1
1.5
3.6
PACIFIC
RR
SF
AT
&
0.6UNION
PACIFIC
DALLAS
NAVAL
AIR STATION
Cotto
nw
ood
Cr
2.5
2.7
GRAND PRAIR
IE
CIT
YC
ITY
CIT
Y
LIMIT
LIMIT
LIMIT
DALLAS
DA
LLAS
CITY
LIMIT
CEDA
R HIL
L
CITY
LIMIT
2.2
GRAND
PRAIRIE
CITY
DALLAS
CITY
RAILROAD
DA
LL
AS
CIT
YL
IMIT
Pop 35,748
4.2
AT
CH
ISO
N
DALLAS CITY LIMIT
TO
PE
KA
2.5
1.2
1.8
1.7
1.7
LIMIT
LIMIT
1.4
COCKRELL
HILLPop 3,746
AT &
SF RR
SAN
TA F
E
RAILW
AY
Fiv
emile
AN
D
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Coombs
Cre
ek
1.6
3.9
RED BIRD
AIRPORT
3.1
Woody
3.3
DALLAS
CITYLIMIT
DE SOTO
CITYLIMIT
3.3
AT & S
F RY
6.2
1.4
1.6
2.1
LANCASTER
DALLAS
CITY
CITY
LIMIT
LIMIT
2.5
CITY LIMIT
2.8
2.4
M-K
-T R
R
S P
4.7
3.1
MIS
SO
UR
I-
KA
NS
AS
-
TE
XA
S-
3.3
0.4
S P
Cre
ek
Rock
5.2
3.6
SO
UT
HE
RN
PA
CIF
IC
3.9
RA
ILR
OA
D
3.1
3.1
DALLAS
CITY L
IMIT
0.6
0.6
0.3
Pop 2,719
S P
DALLAS HUNTING
AND FISHING
CLUB LAKES
LIM
IT
CITY
FIN AND
FEATHER CLUB
LAKE
5.7
SOUTHERN
PACIFIC
Cre
ek
Pra
irie
3.3
DA
LLA
S
CITY
LIMIT
0.6
DA
LL
AS
CIT
YL
IMIT
BALCH
SPRINGS
Pop 17,406
Hic
kory
MESQUITE CITY LIMIT
DALLAS
CIT
Y
LIMIT
7.3
6.3
DALLAS
CITY LIMIT
MESQ
UIT
E
CIT
Y
LIM
IT
North
Mesquite
Creek
RIV
ER
MESQ
UIT
E
CIT
Y
LIM
IT
TRIN
ITY
MESQ
UIT
E
CIT
Y
CIT
Y
SEA
GO
VIL
LE
Pop 8,969
LIMIT
5.0
Creek
RIVER
Cre
ek
Creek
0.2
Parsons
DALLAS CITY
LIM
IT
HUTCHINSCIT
Y
LIMIT
LANCASTER
Pop 22,117
LANCASTER
AIRPORT
LIMIT
Heath
Lake
S P
RR
Pop 2,479
SO
UT
HE
RN
PA
CIF
IC
7.4
WIL
ME
R
CIT
Y
LIM
IT
1.1
1.1
7.1
Spri
ng
Cre
ek
Creek
Pop 4,564
3.5
4.0
RA
ILR
OA
D
TE
XA
S
KA
NS
AS
MIS
SO
UR
I
LIMITCITY
LANCASTER
3.0
LA
NC
AS
TE
R C
ITY
L
IMIT
DE
SO
TO
CIT
YL
IMIT
DESOTO CITY LIMIT
CITY LIMIT
HEIGHTS CITY
LIM
IT
LA
NC
AS
TE
RC
ITY
LIM
IT
CE
DA
R
HIL
L
CITY
LIM
IT
CITY
LIM
IT
6.5
CEDAR HILL
Pop 19,976
RA
ILW
AY
4.0
SA
NT
A F
E
AN
D
DE
SO
TO
CIT
YL
IMIT
DESOTO
CITY LIMIT
GLEN HEIGHTS
CITY LIMIT
DA
LL
ASGR
AN
D P
RA
IRIE
CIT
Y L
IMIT
COPPELL
CITY
LIMIT
CARROLLTON
CIT
Y
LIM
IT
Grapevine
Creek
LAKE
SPILLWAY ELEVATION 510.0’
635
114
Hackberry
SouthFork
114
RIV
ER
COPPELL
CIT
Y
LIM
IT
TR
INIT
Y
CARROLLTON
35E
77
Furneaux
Hutt
on
Bra
nch
Crooks
FARMERS BRANCH
635
Farmers
Branch
35E
77
Rawhide
35E
77 Daniels
Cre
ek
Bra
nch
635
Farmers
Cre
ek
Joes
Cott
onw
ood
Cr
Rock
ADDISON
Creek
289
635
White
Rock
75
Creek
289
Bachm
an
Bra
nch
78
78
GARLAND
78
190
Spring
RICHARDSON
Duck
Creek
BUCKINGHAM
75
635
635
Dix
on
Bra
mch
Long
Branch
SACHSE
Row
lett
Creek
Creek
78
66
Mills
Branch
GA
RL
AN
D
CIT
YL
IMIT
Row
lett
Cre
ek
D
B66
66
D
B66
66
DA
LL
AS
CIT
Y
LIMIT
Cre
ek
Muddy
Long
Branch
Cotto
nw
ood
Creek
SA
CH
SE
CIT
Y
LIM
IT
67
Cre
ek
Duck
Creek
SUNNYDALECITY
LIMIT
North
Mesquite
MESQUITE
Cre
ek
352
635
352
Cre
ek
Long
SUNNYVALE
Creek
Duck
67
Meyers
Creek
DALLASGARLAND
CITY
CITY
LIMIT
LIMIT
352
Cre
ek
78
Ash
WHITE
ROCK
LAKE
Creek
McComas
Cre
ek
William
son
White
M-K
-T
RR
Jack
son
78
78Bra
nch
635
Creek
67
80
Pra
irie
Cre
ek
352
78
635
South
67
80
Mesquite
635
Creek
352
RIVER
Fork
Creek
35E
77
Elm
Creek
289
UNIVERSITY PARK
Cre
ek
75
Turt
le
Turtle
77
Creek
75
345
DALLAS
180
35E
77
67
RIVER
TR
INIT
Y
T
RR
175
352
114
183
114
TR
INIT
YR
IVE
R
35E
77
Joes
35E
77
DALLAS
CITY
LIM
IT
183
FO
RK
Cre
ek
356
Delaw
are
183
CIT
Y L
IMIT
Bear
Creek
IRVING
GRAND PRAIRIE
CITY
CITY
LIMIT
LIMIT
IRVING
Delaware
Creek
RIV
ER
GR
AN
D
Mo
un
tain
WEST
356
EL
M
356
TRINITY
180
Cre
ek
Fish
Mounta
in
Cre
ek
CITY
LIMIT
LIMIT
Artesian
NORMAL POOL ELEVATION 458.0’
Horn
e
Bra
nch
Tenmile
Mauk
Cre
ek
Cre
ek
O’G
uinn
Creek
Mounta
in
180
67
Creek
CIT
Y
CEDAR HILL
DALLAS
180
Creek
Cre
ek
67
Crow
Bra
nch
180
35E
77
67
67
77
35E
Fivemile
Woody
Branch
Ricketts
Bra
nch
Creek
35E
77
Flo
yd
342
Branch
342
TR
INIT
Y
310
New
ton
Cre
ek
175
175
Whit
e
RIV
ER
310
LAKE LEMON
310
Flo
yd
Bra
nch
Bra
nch
Whit
es
Fivem
ile
HUTCHINS
RIVER
DALLAS
Creek
TR
INIT
Y
Pra
irie
Cre
ek
175
175
TRINITY
RIVER
Cre
ek
635 South
635
Hic
kory
Creek
175
Hic
kory
SAND BRANCH
Parsons Slough
Creek
Mesq
uite
Creek
LIM
ITF
OR
K
EA
ST
SEAGOVILLE
TRINITY
Parsons
Slough
Tenmile Creek
Creek
Cottonwood
WILMER
Gra
vel
Cottonwood
TRINITY
J
B45
Tenmile
Tenmile
Bear
Creek
GLENN HEIGHTS
35E
77342
342
Creek
Bear
Creek
Ten
mile
35E
77
67
Ste
war
t
Bra
nch
Bee
67
Red
Oak
Creek
Little
Bra
nch
Tenmile
Creek
348
354
30
30
30
30
12
12
244
12
30
12
30
30
12
12
12
366
30
30
45
30
45
482
12
354348
12
12
12
12
30
348
1382
303
1382
20
1382
303
20
408
408
303
12
12
12
20
12
20
12
45
20
45
12
12
20
20
20
20
20
45
45
45
13821382
1382
1382
C
C
C
C
C
C
C
C
ST L & SW RR
BN
R
R
BU
RL
ING
TO
N
NO
RT
HE
RN
RA
ILR
OA
D
COPPELL
CITY LIMIT
DALLAS
CITY LIMIT
DALLAS
CITY LIMIT
CITY LIMIT
IRVING
CITY LIMIT
FARMERS
BRANCH
DA
LLA
S
CIT
Y
LIMIT
IRVING
CIT
Y
LIM
IT
GA
RLA
ND
CIT
Y
LIM
IT
DALLAS
CIT
YLIM
IT
MISSOURI- TEXAS RAILROAD
1.6
M-K-T RR
VILBIG
LAKE
35E
M-K
-T R
R
DALLAS CIT
Y LIM
IT STRIP
80
2.1
MOUNTAIN
CREEK LAKE
6.3
DUNCANVILLE
DA
LLA
S
CIT
Y
LIM
IT
DALLAS
CIT
Y L
IMIT
DUNCANVILLE CITY LIMIT
2.1
JOE POOL
LAKE
SEA
GO
VIL
LE
CIT
Y
LIM
IT
LIMIT
CITY
DA
LLAS
AD
DIS
ON
CIT
Y L
IMIT
IRVING CITY LIMIT
DALLAS
CITY LIMIT
AD
DIS
ON
CIT
YL
IMIT
DA
LL
AS
CIT
Y
LIMIT
KANSAS-
IRVING
CITY LIMIT
CITY
RIC
HA
RD
SO
N
CIT
Y
BU
CK
ING
HA
M
LIMIT
LIMITLIMIT
553
CARROLLTON
CITY LIMIT
7866
352
45
WIL
MER
CIT
Y
LIMIT
GLENN HEIGHTS
DE
SO
TO
Hackberry
Creek
Gra
pevine
Creek
Den
ton
FL
OW
ER
MO
UN
D
IRVING
CIT
Y
GRA
PEV
INE
CIT
Y
LIM
IT
CIT
Y
LIM
IT
ST L SW RY
CO
PPELL
COPPELL
IRV
ING
CIT
YL
IMIT
1.9
LIM
IT
CIT
Y
LIM
IT
Pop 16,881
COPPELL
Cre
ek
Bear
Cre
ek
Este
lle
Creek
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
IRVING CITY LIMIT
1.3
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
WEST
FOR
K
RIV
ER
TRINITY
Fish
Cre
ek
Kirby
Creek
GRAND PRAIRIE
1.8
2.4
3.1
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Pop 99,616
Hollin
gs
Branch
Baggett
Bra
nch
JOE POOL
GR
AN
D P
RA
IRIE
LIM
ITC
ITY
CE
DA
R H
ILL
CIT
YL
IMIT
GRAND
PRAIR
IE
CIT
Y
LIMIT
CEDAR
HIL
L
CIT
Y
LIMIT
CO
PP
EL
L
180
121
635
114
183
30
303
20
LIM
IT
Bra
nch
Cot
tonw
ood
Creek
LAKE
Pop 155,037
IRVING
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
Pop 155,037
IRVING
AIRPORT
FORT WORTH
IRVINGPop 155,037
161
161
161
161
1.0
5.2
161
161
1.5
CITYLIMIT
Creek
INTERNATIONAL AIRPORT
Hackberry
Creek
Gra
pevine
Creek
Den
ton
FL
OW
ER
MO
UN
D
GRAPEVINE LAKE
1.0
1.4
0.3
1.2
1.4
0.5
0.5
2.3
GRAPEVINE
IRVING
CIT
Y
DALLAS - FORT WORTH
NORMAL POOL ELEVATION 535.0’
GRA
PEV
INE
CIT
Y
LIM
IT
CIT
Y
CITYLIMIT
Cottonw
ood
Bra
nch
LIM
IT
ST L SW RY
0.9
1.4
CO
PPELL
1.9
COPPELL
GR
AP
EV
INE
CIT
YL
IMIT
IRV
ING
CIT
YL
IMIT
GRAPEVINECITY LIMIT
0.8
0.5
0.2
1.9
LIM
IT
CIT
Y
LIM
IT
Pop 29,202
LE
WIS
VIL
LE
Pop 16,881
COPPELL
TRINITY
RIVER
Cre
ek
Bear
Creek
Big
Bear
Cre
ek
Cre
ek
Este
lle
Johnson
Creek
0.4
0.7
1.6
5.5
EULESS
FO
RT
WO
RT
HC
ITY
LIM
IT
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
IRVING CITY LIMIT
LIM
IT
CITY
LIM
IT
GRAND
PR
AIR
IE
CITY
LIM
IT
FO
RT
WO
RT
H
CITY
LIM
IT
LIM
IT
2.3
EU
LE
SS
CIT
Y
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
WEST
FOR
K
RIV
ER
TRINITY
CIT
YL
IMIT
1.2
0.6
AR
LIN
GT
ON
GR
AN
DP
RA
IRIE
CIT
YL
IMIT
LIM
ITC
ITY
1.1
POP 38,149
EU
LE
SS
M-K-T RR
Creek
Fish
Cre
ek
Kirby
LIM
IT
Cottonwood
Creek
ARLINGTON
1.5
GRAND PRAIRIE
1.8
2.4
3.1
2.4
1.6
1.6
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
GRAND
PRAIRIE
MUNICIPAL
AIRPORT
GRAND PRAIRIE
GRAND PRAIRIE
CIT
YL
IMIT
ARLINGTON CITY
2.2
GR
AN
D
CIT
YL
IMIT
0.6
LIM
IT
CIT
YP
RA
IRIE
AR
LIN
GT
ON
GR
AN
D P
RA
IRIE
LIM
IT
LIM
IT
CIT
Y
CIT
Y
Pop 261,721
Pop 99,616
UP RR
Hollin
gs
Branch
Baggett
Bra
nch
JOE POOL
MA
NS
FIE
LD
CITY
LIM
IT
MA
NSFIE
LD
CIT
Y
LIM
IT
LIMIT
GR
AN
D P
RA
IRIE
CIT
Y
LIM
IT
GR
AN
D P
RA
IRIE
LIM
ITC
ITY
CE
DA
R H
ILL
CIT
YL
IMIT
GRAND
PRAIR
IE
CIT
Y
LIMIT
CEDAR
HIL
L
CIT
Y
LIMIT
GR
AN
D P
RA
IRIE
CITY
LIM
IT
AR
LIN
GT
ON
GR
AN
D P
RA
IRIE
CIT
Y
LIM
IT
CIT
Y
LIM
IT
0.6UNION
PACIFIC
DALLAS
NAVAL
AIR STATION
Cotto
nw
ood
Cr
2.5
2.7
GRAND PRAIR
IE
CIT
YC
ITY
CIT
Y
LIMIT
LIMIT
LIMIT
DALLAS
DA
LLAS
CITY
LIMIT
CEDA
R HIL
L
CITY
LIMIT
2.2
GRAND
PRAIRIE
CITY
DALLAS
CITY
RAILROAD
DA
LL
AS
CIT
YL
IMIT
Pop 35,748
4.2
AT
CH
ISO
N
DALLAS CITY LIMIT
TO
PE
KA
2.5
1.2
1.8
1.7
1.7
LIMIT
LIMIT
1.4
COCKRELL
HILL
Pop 3,746
AT &
SF RR
SAN
TA F
E
RAILW
AY
Fiv
emile
AN
D
JOE POOL
LAKE
NORMAL POOL ELEVATION 522.0’
Bra
nch
CO
PP
EL
L
Creek
180
180
180
Cre
ek
Fish
Mounta
in
Cre
ek
CITY
LIMIT
LIMIT
Artesian
MOUNTAIN
CREEK LAKE
NORMAL POOL ELEVATION 458.0’
Horn
e
Bra
nch
Tenmile
Mauk
DUNCANVILLE
Cre
ek
Cre
ek
O’G
uinn
Creek
Mounta
in
180
67
Creek
CIT
Y
CEDAR HILL
DALLAS
121
26
26
114
114
121
121
121
635
121
2499
114
2499
2499
183
183
97
360
30
360
360
30
360
360
303
20
303
20
360
360
360
L
B114
L
B114
1382
303
1382
20
1382
303
20
408
408
303
12
12
CIT
Y
LIM
IT
Bra
nch
Cot
tonw
ood
FLOWER MOUND CITY LIMIT
CIT
Y
Cre
ek
ARLINGTON
CIT
YL
IMIT
Creek
LAKE
FLOWER
MOUND
Pop 15,527
Pop 155,037
IRVING
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
Pop 155,037
IRVING
INTERNATIONAL AIRPORT
FORT WORTHDALLAS -
GRAND PRAIRIE
Pop 99,616
GRAND PRAIRIE
Pop 99,616
05
050 100 200 300
HORIZONTAL
VERTICAL
SCALE IN FEET
10 20 3005
050 100 200 300
HORIZONTAL
VERTICAL
SCALE IN FEET
10 20 30
TEXAS DEPARTMENT OF TRANSPORTATION
COLLIN CO.DENTON CO.
ELLIS CO.
TA
RR
AN
T C
O.
RO
CK
WA
LL
CO
.K
AU
FM
AN
CO
.
L
END PROJECT
SH 183 C STA. 443+33
CSJ NO. 0094-03-065L
END PROJECT
CSJ NO. 0094-07-015
AND BEGIN PROJECT
CSJ NO. 0094-07-020
SH183 C STA. 549+50L
END PROJECT
SH 183 C STA. 607+03
CSJ NO. 0094-07-020L
BEGIN PROJECT
SH 183 C STA. 531+25
CSJ NO. 0094-07-015L
AVERAGE DAILY TRAFFIC 2000 (2029)
IH 35E TO LOOP 12 174,100 (278,600)
LOOP 12 TO SH 360 216,900 (347,300)
DESIGN SPEED
CSJ: 0094-07-020 FROM WEST END OF ELM FORK TRINITY BRIDGE TO IH 35E,PROJECT LENGTH 1.1 MILES
CSJ: 0094-07-015 FROM 1.0 MILES EAST OF LOOP 12 TO WEST ENDOF ELM FORK TRINITY BRIDGE, PROJECT LENGTH 0.3 MILE
ROADWAY: URBAN FREEWAY
TEXAS DEPARTMENT OF TRANSPORTATION
COLLIN CO.DENTON CO.
ELLIS CO.
TA
RR
AN
T C
O.
RO
CK
WA
LL
CO
.K
AU
FM
AN
CO
.
L
END PROJECT
SH 183 C STA. 443+33
CSJ NO. 0094-03-065L
END PROJECT
CSJ NO. 0094-07-015
AND BEGIN PROJECT
CSJ NO. 0094-07-020
SH183 C STA. 549+50L
END PROJECT
SH 183 C STA. 607+03
CSJ NO. 0094-07-020L
BEGIN PROJECT
SH 183 C STA. 531+25
CSJ NO. 0094-07-015L
AVERAGE DAILY TRAFFIC 2000 (2029)
IH 35E TO LOOP 12 174,100 (278,600)
LOOP 12 TO SH 360 216,900 (347,300)
DESIGN SPEED
CSJ: 0094-07-020 FROM WEST END OF ELM FORK TRINITY BRIDGE TO IH 35E,PROJECT LENGTH 1.1 MILES
CSJ: 0094-07-015 FROM 1.0 MILES EAST OF LOOP 12 TO WEST ENDOF ELM FORK TRINITY BRIDGE, PROJECT LENGTH 0.3 MILE
ROADWAY: URBAN FREEWAY
ROLL 1A OF 5 ROLL 1A OF 5
CSJ: 0094-03-065 FROM 1.2 MILES EAST OF SH 360 TO 0.66 MILE WESTOF LOOP 12, PROJECT LENGTH 6.69 MILES
CSJ: 0094-03-065 FROM 1.2 MILES EAST OF SH 360 TO 0.66 MILE WESTOF LOOP 12, PROJECT LENGTH 6.69 MILES
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES.
DATE APPROVED
DATE SUBMITTED
DATE REVISED
NOT INTENDED FOR
CONSTRUCTION, BIDDING,
OR PERMIT PURPOSES.
DATE APPROVED
DATE SUBMITTED
DATE REVISED
DRAFT SUBMITTAL DRAFT SUBMITTAL
SH 183 REEVALUATION DESIGN SCHEMATIC SH 183 REEVALUATION DESIGN SCHEMATIC
SH 183 FROM WEST OF SH 161 TO IH 35EDALLAS COUNTY
SH 183 FROM WEST OF SH 161 TO IH 35EDALLAS COUNTY
FREEWAY = 70 mph
RAMPS = 50 mph
RAMP ERW168 = 40 MPH
DIRECT CONNECTORS = 50 mph
SH 161 DIRECT CONNECTORS (DCW139, DCW146, DCE149, DCE177, DCN733) = 35 MPH
FRONTAGE ROADS = 40 mph
CROSS STREETS = 40 mph
MANAGED LANES - HOV = 70 mph
FREEWAY = 70 mph
RAMPS = 50 mph
RAMP ERW168 = 40 MPH
DIRECT CONNECTORS = 50 mph
SH 161 DIRECT CONNECTORS (DCW139, DCW146, DCE149, DCE177, DCN733) = 35 MPH
FRONTAGE ROADS = 40 mph
CROSS STREETS = 40 mph
MANAGED LANES - HOV = 70 mph
MAY 31, 2006 MAY 31, 2006
BEGIN PROJECT
SH 183 C STA. 91+00
CSJ NO. 0094-03-065
BEGIN PROJECT
SH 183 C STA. 91+00
CSJ NO. 0094-03-065
RO
LL
1A
OF
5 S
TA
. 91+
00 T
O S
TA
. 133+
00
RO
LL
1A
OF
5 S
TA
. 91+
00 T
O S
TA
. 133+
00
MARCH 13, 2012MARCH 13, 2012
c 2012 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED.
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
69910Matthew G. Craig
TBPE FIRM #F-312
03-13-12
These documents are not intended for Construction, Bidding, or
Permit Purposes. They were prepared by, or under the supervision of:
c 2012 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED.
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
69910Matthew G. Craig
TBPE FIRM #F-312
03-13-12
These documents are not intended for Construction, Bidding, or
Permit Purposes. They were prepared by, or under the supervision of:
74W
490
500
510
520
530
540
550
480
EXISTING
SH161 PGL
520.2
518.8
517.4
51
6.1
514.7
513.3
511.8
51
0.1
508.4
506.5
560
PGL HRE122
ST
A.
18
4+
37
.26
EN
D B
HR
E122
PG
L =
504.5
0L
VPI STA. 182+10.00
ELEVATION 509.09
-6.00%
-2.02%
400’ V.C.
K = 101
VP
C (
18
0+
10
) 5
21
.09
VP
T (
184+
10)
505.0
4
551.6
9
545.6
9
53
9.6
9
533.6
9
527.6
9
521.6
9
516.0
9
51
1.4
9
507.8
7
505.2
5
LT. SHOULDER LINE (PGL HRE122)
RT. SHOULDER LINE
115+00 120+00 125+00 130+00
483.9
482.9
482.0
481.4
481.2
482.8
482.8
482.7
48
2.6
481.4
480.6
479.4
479.2
479.2
479.1
479.2
48
0.0
480.8
481.5
481.8
450
460
470
480
490
500
510
520
530
540
(+16.0) -4.6%
(+28.0) -2.0% (+40.0) -2.0%
LT. SHOULDER LINE (PGL HVW-W)
RT. SHOULDER LINE
HV
E-W
ST
A. 118+
00.0
0
PROPOSED COUNTY
LINE ROAD OVERPASS
HVE-W STA. 123+22.66
CNTYLN STA. 1711+38.72
VE
RT
. C
LE
AR
.
16
’6" (
MIN
.)
RAMP HRE123
STA. 122+33.90
STA. 122+33.86=
RAMP HRE122
STA. 122+26.25
STA. 122+31.11=
509.3
7
506.3
7
503.3
7
500.3
7
497.3
7
494.3
7
49
1.3
7
BEGIN CONSTRUCTION
CSJ: 0094-03-065
HVE-W STA 114+67.08
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
EMX STA 1540+64.74
EX
IST
ING
PR
OP
OS
ED (+67.0) -4.6%
SH183 MANAGED/HOV LANES (HVE-W)
PRO. EB MANAGED/HOV LANES-EMPX (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
PRO. 4’ X 3’ MBC
FL=473.39
PRO. 3-10’ X 4’ MBC
FL = 473.54
VPI STA. 123+75.00
ELEVATION 480.12
-3.00%+0.50%
700’ V.C.
K = 200
VP
I S
TA
. 130+
00.0
0
EL
EV
AT
ION
483.2
5
+0.50% -0.50%
250’ V.C.
K = 250
VP
C (
120+
25) 490.6
2
VP
T (
12
7+
25
) 4
81
.87
VP
C (
12
8+
75
)
48
2.6
2
VP
T (
13
1+
25
) 4
82
.62
VP
C (
133+
00)
481.7
5
488.5
2
486.1
4
484.2
7
482.8
9
482.0
2
481.6
4
48
1.7
7
482.2
5
482.7
4
482.9
4
482.7
4
482.2
5
48
1.7
5
332.92’ OVERALL
(WITHIN THIS PROJECT)SH183 WB FRONTAGE ROAD (FRW1-W)
50
9.0
507.4
50
6.0
504.5
50
1.7
50
0.8
50
3.0
491.5
490.6
490.2
489.8
489.7
490.7
491.4
490.9
491.5
492.0
CO
UN
TY
LIN
E R
OA
D
CN
TY
LN
ST
A.
17
07
+0
5.0
0
VPI STA. 127+70.00
ELEVATION 488.70
-3.75%+0.52%
300’ V.C.
K = 70
VP
C (
126+
20) 494.3
2
VP
T (
129+
20) 489.4
7
508.5
4
49
1.7
8
489.8
8
489.4
0
489.8
9
490.4
0
490.9
2
49
1.4
3
2.0% TYPICALRT. GUTTER2.0% TYPICAL
LT. GUTTER (PGL FRW1-W)
SH183 WB
FRONTAGE ROAD
PGL FRW1-W
EXISTING
GROUND
PR
OP
OS
ED
EX
IST
ING
BEGIN CONSTRUCTION
CSJ: 0094-03-065
FRW1-W STA 117+74.67
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
WF650X STA 6544+13.92
PRO. WB FRONTAGE RD-WF650PX (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
PGL FRW1-W
PRO. 4’ X 3’ MBC
FL = 473.66
PRO. 3-10’ X 4’ MBC
FL = 481.15
495.0
7
VP
I S
TA
. 1
21
+5
5.0
0
EL
EV
AT
ION
501.8
8
-1.50% +0.54%
140’ V.C.
K = 69
VP
I S
TA
. 122+
89.9
5
EL
EV
AT
ION
502.6
0
+0.54% -1.19%
100’ V.C.
K = 58
VP
I S
TA
. 1
24
+5
0.0
0
EL
EV
AT
ION
50
0.7
0
-1.19%-3.75%
200’ V.C.
K = 78
VP
C (
12
0+
85
) 5
02
.93
VP
T (
122+
25) 5
02.2
5V
PC
(1
22
+4
0) 5
02
.33
VP
T (
12
3+
40
) 5
02
.01
VP
C (
12
3+
50
) 5
01
.89
VP
T (
125+
50) 4
96.9
5
507.2
0
505.7
0
504.2
0
502.7
2
502.1
6
502.3
4
50
1.1
3
49
8.6
6
CO
UN
TY
LIN
E R
OA
D
483.3
482.4
481.8
480.7
47
9.6
480.7
480.6
47
6.7
474.9
474.7
480.9
492.0
478.3
47
6.4
477.2
478.3
477.2
477.4
477.8
478.2
477.5
476.6
CN
TY
LN
ST
A.
17
13
+5
5.0
0
SH183 EB
FRONTAGE ROAD
PGL FRE-W
EXISTING GROUND
SH183 EB FRONTAGE ROAD (FRE-W)
2.0% TYPICAL LT. GUTTER 2.0% TYPICAL
RT. GUTTER (PGL FRE-W)
BEGIN CONSTRUCTION
CSJ: 0094-03-065
FRE-W STA 112+44.33
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
EF514 STA 537+74.60
PR
OP
OS
ED
EX
IST
ING
PRO. EB FRONTAGE RD-EF514P (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
48
2.2
1
VP
I S
TA
. 1
12
+7
5.0
0
EL
EV
AT
ION
482.4
1
-1.17%-0.80%
50’ V.C.
K = 135
VPI STA. 116+80.00
ELEVATION 479.17
-0.80%+4.95%
370’ V.C.
K = 64
VP
I S
TA
. 1
21
+0
0.0
0
EL
EV
AT
ION
49
9.9
5
+4.95%
+2.00%
130’ V.C.
K = 44
VP
I S
TA
. 1
23
+0
0.0
0
EL
EV
AT
ION
50
3.9
5
+2.00% -2.00%
180’ V.C.
K = 45
VP
I S
TA
. 1
24
+6
0.0
0
EL
EV
AT
ION
500.7
5
-5.00%
140’ V.C.
K = 47
VP
I S
TA
. 1
29
+6
0.0
0
EL
EV
AT
ION
475.7
5
-5.00%
+1.80%
440’ V.C.
K = 65
VP
I S
TA
. 1
32
+5
0.0
0
EL
EV
AT
ION
48
0.9
7
+1.80%
140’ V.C.
K = 47
VP
C (
112+
50)
482.7
0
VP
T (
11
3+
00
) 4
82
.21
VP
C (
11
4+
95
) 4
80
.65
VP
T (
11
8+
65
) 4
88
.32
VP
C (
120+
35) 496.7
3
VP
T (
121+
65)
501.2
5
VP
C (
12
2+
10
) 5
02
.15
VP
T (
125+
30) 497.2
5 VP
C (
127+
40) 486.7
5
VP
T (
131+
80)
479.7
1
VP
C (
131+
80)
479.7
1
VP
T (
13
3+
20
) 4
80
.15
48
2.2
1
481.4
1
48
0.6
1
48
0.6
6
482.2
7
485.4
3
490.0
5
495.0
0
499.4
7
50
1.9
5
503.0
5
50
1.9
4
498.6
5
493.7
5
488.7
5
484.0
3
480.7
3
478.9
7
478.7
6
480.0
3
480.3
4
PGL FRE-W
PRO. 3 - 10’ X 4’ MBC
FL = 473.32
VP
CC
(123+
90)
502.1
5
499.4
494.4
49
0.1
485.9
488.2
488.8
489.4
488.9
491.5
493.2
497.8
491.3
494.2
491.2
489.2
489.1
489.7
493.3
497.7
530
550
560
570
580
590
600
EXISTING SH161
MAIN LANES
FUTURE SH161
CONNECTOR ’G’
610
530
550
560
570
580
590
600
610
540
52
8.6
527.2
525.9
524.5
522.9
521.5
620 620
PGL HRE122
VPI STA. 163+00.00
ELEVATION 623.70
+4.55% -6.00%
1,000’ V.C.
K = 95
VP
C (
158+
00) 600.9
5
VP
T (
168+
00) 593.7
0
569.1
0
573.6
5
578.2
0
582.7
5
587.3
0
59
1.8
5
596.4
0
600.9
5
604.9
7
607.9
4
609.8
5
61
0.7
1
61
0.5
1
60
9.2
6
60
6.9
5
603.5
9
599.1
7
593.7
0
587.7
0
58
1.7
0
575.7
0
569.7
0
563.7
0
557.6
9
551.6
9
540 (+13.0) 5.2% (+09.0) 5.2%
(+63.0) 2.0% (+65.0) 2.0%
(+48.0) 5.8% (+21.0) 5.8%
(+03.0) 2.0% (+75.0) 2.0%
(+63.0) 5.9% (+14.0) 5.9%
(+93.0) -2.0%
RT. SHOULDER LINE
LT. SHOULDER LINE (PGL HRE122)
VE
RT
. C
LE
AR
.
16
’6" (
MIN
.)
PROPOSED SH 183
WB HOV LANES (HVW-W)
EXISTING SH161
CONNECTOR ’E’
VE
RT
. C
LE
AR
.
16
’6" M
IN.
484.8
480.6
480.5
480.2
480.5
48
0.0
478.2
47
7.6
478.0
478.2
479.8
477.5
478.2
479.1
480.4
482.4
487.4
492.7
498.4
503.4
50
7.1
511.9
513.2
513.4
512.8
512.7
508.5
499.4
490
500
510
520
530
540
550
470
480
PROPOSED
CEMETARY
ACCESS DRIVE
PROPOSED VALLEY
VIEW LANE VVIEWX
EXISTING GROUND
VE
RT
. C
LE
AR
.
VE
RT
. C
LE
AR
.
VE
RT
. C
LE
AR
.
EB HOV SH 161 RAMP CONNECTOR (HRE122)
PGL HRE122
ST
A.
12
2+
26
.25
LB
EG
IN
B H
RE
12
2
PG
L =
48
4.4
7
16
’6"
(MIN
.)
16
’6"
(MIN
.)
16
’6"
(MIN
.)
500.8
5
505.4
0
509.9
5
51
4.5
0
51
9.0
5
523.6
0
52
8.1
5
532.7
0
537.2
5
54
1.8
0
546.3
5
550.9
0
555.4
5
560.0
0
564.5
5
(+67.0) -2.0%RT. SHOULDER LINE
LT. SHOULDER LINE (PGL HRE122)
PROPOSED SH183
HOV LANES HVE-W
VE
RT
. C
LE
AR
.
16
’6" (
MIN
.)
VP
I S
TA
. 1
23
+5
0.0
0
EL
EV
AT
ION
48
1.9
7
-2.02%-0.52%
150’ V.C.
K = 100
VP
I S
TA
. 1
31
+0
0.0
0
EL
EV
AT
ION
478.1
0
-0.52%+4.55%
600’ V.C.
K = 118
VP
C (
12
2+
75
) 4
83
.49
VP
T (
12
4+
25
) 4
81
.58
VP
C (
128+
00) 4
79.6
5
VP
T (
134+
00)
491.7
5
48
3.0
1
48
1.7
4
48
1.2
0
480.6
8
480.1
6
479.6
5
479.5
5
480.3
0
481.9
0
484.3
4
487.6
2
49
1.7
5
496.3
0
PROPOSED
COUNTY LINE ROAD
PR
OP
OS
ED
EX
IST
ING
RAMP (ERE083)
RAMP (HRE123) RAMP (HRW101)
RAMP (XRE156) RAMP (ERE224) RAMP (XRE225) RAMP (XRE255)
115+00
485.0
485.7
48
6.3
48
6.8
RAMP (ERE100)
RAMP (DCE117)
150+00 155+00
497.7
495.0
491.1
487.4
485.3
48
4.6
48
5.6
48
6.3
175+00
525.3
52
6.9
52
9.6
532.2
RAMP (DCE149) RAMP (DCE177)
180+00 185+00 190+00
54
1.0
54
4.6
545.4
546.0
547.9
552.7
553.3
554.3
55
3.6
551.2
550.5
55
0.1
RAMP (DCE191)
RAMP (ERW250)
180+00 185+00 190+00
539.4
541.5
543.5
545.0
54
6.8
54
8.6
548.0
544.1
544.4
547.9
549.1
548.4
RAMP (DCW190)
522.3
52
6.8
530.3
533.4
RAMP (DCW180)
RAMP (ERW168)
150+00 155+00
RAMP (DCW139)RAMP (DCW117)
RAMP (ERW105)
140+00 145+00 150+00
497.0
500.0
503.8
506.1
507.3
50
8.1
507.8
506.7
504.8
50
3.0
498.4
494.9
494.9
493.1
115+00
450
460
470
480
490
500
510
VP
I S
TA
. 1
16
+2
5.0
0
EL
EV
AT
ION
48
6.9
9
+0.65% -0.24%
80’ V.C.
K = 90
VP
C (
115+
85)
486.7
3
VP
T (
116+
65)
486.9
0
484.8
8
485.5
3
486.1
8
486.8
2
507.8
5
51
2.7
0
51
7.5
5
52
2.4
1
527.2
6
398’ V.C.
546.5
7
541.5
6
537.0
7
533.6
7
53
1.3
7
VP
I S
TA
. 1
81
+7
9.9
1
EL
EV
AT
ION
540.4
0
-3.01%-0.51%
460’ V.C.
K = 184
VP
I S
TA
. 184+
68.9
6
EL
EV
AT
ION
538.9
3
-0.51% +0.52%
112’ V.C.
K = 109
VP
C (
179+
50) 547.3
2
VP
T (
184+
10)
539.2
3V
PC
(184+
13)
539.2
2
VP
T (
18
5+
25
)
53
9.2
2
545.8
8
543.4
2
54
1.5
0
54
0.1
2
539.2
9
53
9.1
2
539.6
7
540.2
4
540.8
0
54
1.3
7
54
1.9
4
VP
I S
TA
. 176+
14.5
9
EL
EV
AT
ION
52
3.1
8
+4.89%
+4.23%
97’ V.C.
K = 147
VP
I S
TA
. 1
78
+9
5.0
0
EL
EV
AT
ION
53
5.0
5
+4.23%
+1.89%
200’ V.C.
K = 86
VP
C (
175+
66) 520.8
2
VP
T (
176+
63) 525.2
3
VP
C (
177+
95) 530.8
2
VP
T (
17
9+
95
)
53
6.9
4
522.4
3
526.8
0
53
1.0
3
53
4.6
1
-0.23% +1.14%
200’ V.C.
K = 146
VP
I S
TA
. 1
15
+7
0.0
0
EL
EV
AT
ION
48
7.1
3
+1.14% -0.36%
220’ V.C.
K = 146VP
C (
111+
35)
483.5
2
VP
T (
11
3+
35
) 4
84
.44
VP
C (
11
4+
60
) 4
85
.87
VP
T (
116+
80)
486.7
3
483.6
0
483.5
2
484.0
8
48
5.1
8
486.2
7
486.8
0
48
6.6
6
EXISTING
ESTERS
ROAD
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
54
2.4
3
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
53
9.2
2
ST
A.
17
5+
00
.00
ST
A.
11
4+
69
.01
ST
A.
11
6+
67
.78
ST
A.
17
6+
62
.96
ST
A.
18
0+
00
.26
ST
A. 153+
00.0
0
ST
A.
13
9+
45
.00
ST
A. 185+
25.0
0
ST
A.
19
1+
10
.66
ST
A. 117+
52.2
4
ST
A.
18
4+
85
.00
BE
GIN
B D
CW
139
PG
L =
493.9
7
ST
A. 111+
35.0
0
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
48
3.6
0
ST
A.
19
0+
27
.56
EN
D B
DC
W1
80
PG
L =
53
7.0
3
EN
D B
DC
E1
17
PG
L =
486.8
9
EN
D B
DC
W1
17
PG
L =
48
6.4
7
EN
D B
DC
E1
91
PG
L =
53
8.5
0
EN
D B
DC
W1
90
PG
L =
54
4.4
8
PGL DCE117
PGL DCW180
PGL DCW139
PGL DCE177
PGL DCE191
PGL DCW117
PGL DCW190
EXISTING GROUND
EXISTING
GROUND
EXISTING GROUND
EXISTING
GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
520
530
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
480
490
500
510
520
530
540
550
560
490
500
510
520
530
540
550
560
570
480
490
500
510
520
530
540
550
560
500
510
520
530
540
550
560
570
580
480
490
500
510
520
530
540
550
560
490
500
510
520
530
540
550
560
570
480
490
500
510
520
530
540
550
560
510
520
530
540
550
560
570
580
590
520
530
540
550
560
570
580
590
600
510
520
530
540
550
560
570
580
590
520
530
540
550
560
570
580
590
600
480
490
500
510
520
530
540
550
560
490
500
510
520
530
540
550
560
570
480
490
500
510
520
530
540
550
560
500
510
520
530
540
550
560
570
580
480
490
500
510
520
530
540
550
560
490
500
510
520
530
540
550
560
570
480
490
500
510
520
530
540
550
560
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
450
460
470
480
490
500
510
520
530
450
460
470
480
490
500
510
520
530
PROPOSED
ESTERS
ROAD
L
L
L
L
L
L
STA. 149+09.42
BEGIN B DCE149
PGL = 497.64L
PGL
DCE149
STA. 152+50.00
MATCH EXIST.
PAVEMENT
PGL = 505.43
MA
TC
H E
XIS
T.
PA
VE
ME
NT
PG
L =
485.9
8
VP
I S
TA
. 1
12
+3
5.0
0
EL
EV
AT
ION
483.2
9
MA
TC
H E
XIS
T.
PA
VE
ME
NT
PG
L =
525.2
3
500
510
520
530
540
550
560
570
580
500
510
520
530
540
550
560
570
580
-0.58%+4.85%
320’ V.C.
VP
C (
149+
10)
497.6
4
VP
T (
152+
30) 504.4
6
497.8
0
49
9.5
9
503.0
8
VP
I S
TA
. 1
89
+3
0.0
0
EL
EV
AT
ION
54
1.3
3
+0.52% -1.57%
360’ V.C.
K = 173
VP
C (
18
7+
50
)
54
0.3
9
VP
T (
19
1+
10
) 5
38
.51
53
9.6
1
54
0.1
3
540.5
8
540.5
2
539.8
8
53
8.6
6
VPI STA. 150+70.00
ELEVATION 496.70
+6.16%
49
9.6
49
8.6
497.3
49
6.5
49
6.7
494.3
492.1
490.7
489.7
RAMP (DCW146)
VP
I S
TA
. 1
50
+1
5.0
0
EL
EV
AT
ION
49
6.5
6
-0.70% -0.94%
VP
I S
TA
. 153+
80.2
5
EL
EV
AT
ION
49
3.1
1
-0.94%+3.79%
350’ V.C.
VP
C (
152+
05) 494.7
6
VP
T (
15
5+
55
)
49
9.7
4
498.7
6
498.0
6
497.3
6
496.6
6
495.7
6
49
4.8
1
494.4
7
495.4
9
497.8
5
EXISTING VALLEY
VIEW LANE
VVIEWX
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
496.5
6
ST
A. 146+
29.0
8
ST
A.
15
0+
15
.00
BE
GIN
B D
CW
146
PG
L =
499.2
6
PGL DCW146
EXISTING GROUND
L
EXISTING INTL.
PKWY. RAMP C
K = 74
EXISTING 40 MPH
DESIGN SPEED
EXISTING SH161
CONNECTOR F
EXISTING SH161
CONNECTOR A
EXISTING SH161
CONNECTOR E
EXISTING
INTL. PKWY.
RAMP A
(+56.0) 4.0%
(+52.2) 2.0%
(+09.4) 2.0% (+50.0) 2.0%(+09.4) 2.0% (+50.0) 2.0%(+45.0) 2.0% (+50.0) 2.0%(+69.0) 2.0% (+67.8) 2.0%
(+35.0) 4.0%
(+00.0) 2.0%
(+00.3) 2.0%(+63.0) 2.0% (+25.0) 2.0% (+10.7) 2.0%
(+44.5) 2.0%RT. SHOULDER LINELT. SHOULDER LINE RT. SHOULDER LINE RT. SHOULDER LINE LT. SHOULDER LINE LT. SHOULDER LINE
RT. SHOULDER LINE RT. SHOULDER LINE LT. SHOULDER LINE
LT. SHOULDER LINE (PGL DCW117)RT. SHOULDER LINE (PGL DCE117) LT. SHOULDER LINE (PGL DCW139) LT. SHOULDER LINE (PGL DCW146) RT. SHOULDER LINE (PGL DCE149)
RT. SHOULDER LINE (PGL DCE191)LT. SHOULDER LINE (PGL DCW190)LT. SHOULDER LINE (PGL DCW180)
RT. SHOULDER LINE (PGL DCE177)
115+00 120+00
48
2.6
483.0
483.1
483.2
482.9
483.5
483.9
483.3
48
1.6
20+00 25+00 30+00
520.3
518.4
515.9
489.7
492.9
493.8
492.3
493.7
48
9.6
497.7
49
6.8
495.3
493.0
491.8
485.8
470.5
46
7.2
VP
I S
TA
. 19+
35.0
0
EL
EV
AT
ION
518.0
5
-0.79%
100’ V.C.
K = 85
290’ V.C.
K = 98
VP
I S
TA
. 24+
90.0
0
EL
EV
AT
ION
517.6
6
+1.00% -2.75%
350’ V.C.
K = 93
VPI STA. 30+82.93
ELEVATION 501.34
150’ V.C.
K = 114
VP
C (
18+
85)
518.4
4
VP
C (
19+
90)
516.9
6
VP
T (
22+
80) 515.5
6
VP
C (
23
+1
5)
51
5.9
1
VP
T (
26+
65) 512.8
4
VP
C (
30
+0
8)
50
3.4
1
519.9
0
519.1
1
518.3
1
516.7
7
51
5.4
2
51
5.0
8
515.7
6
516.3
7
51
5.9
2
51
4.4
0
51
1.8
8
50
9.1
3
506.3
8
503.6
2
50
1.2
5
49
9.6
7
15+00 20+00
517.7
493.0
491.3
50
9.1
50
4.1
497.1
492.7
488.9
488.2
489.5
488.1
VP
I S
TA
. 1
4+
21
.17
EL
EV
AT
ION
513.0
4
-2.14%
-5.00%
283’ V.C.
K = 99
VP
I S
TA
. 19+
15.0
0
EL
EV
AT
ION
488.3
4
-5.00%
+0.29%
510’ V.C.
K = 96
VP
C (
12+
80)
516.0
6
VP
T (
15+
63) 505.9
6
VP
C (
16+
60)
501.0
9
VP
T (
21+
70) 489.0
9
51
5.6
1
512.7
6
508.9
0
504.0
9
499.1
8
495.1
1
492.0
8
490.0
9
48
9.1
4
20+00 25+00 30+00
48
6.9
487.4
489.2
493.5
498.3
50
0.1
489.1
484.8
487.5
504.7
50
8.1
508.8
508.5
507.2
505.2
VP
I S
TA
. 19+
30.0
0
EL
EV
AT
ION
491.6
7
+0.13%+4.30%
400’ V.C.
K = 96
VPI STA. 25+25.00
ELEVATION 517.24
+4.30%-1.78%
520’ V.C.
K = 86
VP
C (
17+
30)
491.4
1
VP
T (
21
+3
0)
50
0.2
7
VP
C (
22+
65) 506.0
7
VP
T (
27+
85)
512.6
1
491.7
6
49
3.1
4
49
5.5
6
499.0
2
503.2
7
507.5
0
51
0.8
0
51
2.9
4
513.9
0
51
3.7
0
51
2.3
4
510.5
6
508.7
8
20+00 25+00 30+00
484.4
485.2
48
6.8
490.2
494.7
499.4
503.5
50
8.1
512.9
517.2
521.1
522.5
524.4
524.8
528.7
53
1.0
534.1
536.0
25+00 30+00
511.7
51
2.6
514.4
518.1
522.4
515.2
50
9.0
510.0
528.8
536.0
53
6.1
537.4
539.8
VP
I S
TA
. 2
4+
40
.00
EL
EV
AT
ION
51
4.5
4
+0.87%
+4.81%
340’ V.C.
K = 86
VP
I S
TA
. 28+
75.8
4
EL
EV
AT
ION
53
5.5
0
+4.81%
+0.00%
260’ V.C.
K = 54
VP
I S
TA
. 3
1+
65
.00
EL
EV
AT
ION
53
5.5
0
+0.00% +1.90%
250’ V.C.
K = 131
538.6
2
VP
C (
22+
70) 513.0
6
VP
T (
26+
10)
522.7
1
VP
T (
30
+0
6)
53
5.5
0V
PC
(30+
40) 535.5
0
VP
T (
32
+9
0)
53
7.8
8
51
3.3
7
51
5.1
7
51
8.1
2
522.2
4
527.0
4
53
1.5
8
534.4
6
535.5
0
535.6
4
536.4
7
538.0
7
K = 86
MEETS EXIST. 40 MPH
DESIGN SPEED
K = 54
EXISTING 40 MPH
DESIGN SPEED
25+00 30+00
520.7
519.3
520.5
51
8.0
51
7.0
518.3
521.1
520.6
521.7
523.9
525.8
15+00 20+00 25+00 30+00 35+00
528.1
52
6.9
528.1
529.5
530.6
531.5
530.3
528.0
52
6.1
524.4
521.7
520.3
518.5
515.3
514.8
515.1
51
6.5
51
6.3
51
6.1
51
6.4
516.6
517.8
520.6
52
3.6
VP
I S
TA
. 1
4+
25
.00
EL
EV
AT
ION
52
6.7
7
-0.71% +2.26%
300’ V.C.
K = 101
VP
I S
TA
. 2
5+
25
.00
EL
EV
AT
ION
551.6
0
+2.26% -2.10%
370’ V.C.
K = 85
VP
I S
TA
. 3
1+
60
.00
EL
EV
AT
ION
538.2
5
-2.10% +3.00%
490’ V.C.
K = 96
VP
C (
12
+7
5)
52
7.8
3
VP
T (
15+
75)
530.1
6
VP
C (
23+
40) 547.4
2
VP
T (
34+
05) 545.6
0
52
7.6
9
527.7
2
528.7
4
530.7
2
532.9
8
535.2
3
537.4
9
539.7
5
54
2.0
1
544.2
6
546.5
2
548.5
7
549.5
3
54
9.3
1
54
7.9
1
545.8
2
543.7
2
541.9
9
541.2
9
541.6
4
543.0
2
545.4
5
15+00
518.4
519.2
522.3
528.8
25+00 30+00
557.8
55
6.2
554.3
554.0
55
1.6
54
9.6
548.1
548.0
550.7
550.4
550.9
553.0
555.9
VP
I S
TA
. 2
4+
75
.00
EL
EV
AT
ION
570.6
8
-1.16%
-3.17%
200’ V.C.
K = 99
VP
I S
TA
. 31+
00.0
0
EL
EV
AT
ION
55
0.8
4
-3.17%+0.74%
380’ V.C.
K = 97
VP
C (
23
+7
5)
57
1.8
4
VP
T (
25+
75) 567.5
0 VP
C (
29
+1
0)
55
6.8
7
VP
T (
32
+9
0)
55
2.2
4
57
2.7
1
57
1.5
2
56
9.6
0
56
6.7
1
563.5
4
56
0.3
6
557.1
9
554.4
3
552.7
0
552.0
0
552.3
2
15+00 20+00
54
6.8
546.6
545.9
545.9
54
6.7
548.5
550.7
552.1
552.2
552.0
VP
I S
TA
. 1
6+
50
.00
EL
EV
AT
ION
54
8.6
2
-2.52%+0.58%
300’ V.C.
K = 97
VP
I S
TA
. 21+
50.0
0
EL
EV
AT
ION
55
1.5
1
+0.58% -0.96%
150’ V.C.
K = 98
VP
C (
15+
00) 552.4
0
VP
T (
18+
00) 549.4
9
VP
C (
20
+7
5)
55
1.0
8
VP
T (
22
+2
5)
55
0.7
9
552.4
0
550.4
0
549.4
2
549.4
9
550.0
6
550.6
4
55
1.1
9
55
1.0
0
ST
A.
26+
40.1
5
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
52
4.1
9
ST
A. 30+
30.6
8
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
535.5
0
ST
A.
32
+3
8.3
3
L
ST
A.
14
+2
9.5
4
ST
A. 21+
73.8
0
L
ST
A. 22+
86.4
4
BE
GIN
B E
RW
219
PG
L =
529.5
0L
ST
A. 32+
16.4
2
L
ST
A. 17+
27.2
1
BE
GIN
B E
RW
105
PG
L =
49
1.4
1L
ST
A.
30
+2
6.0
0
L
ST
A. 16+
36.2
5
BE
GIN
B X
RE
15
6
PG
L =
49
5.1
8L
ST
A. 32+
06.1
8
ST
A. 22+
65.9
0
BE
GIN
B E
RW
168
PG
L =
51
3.0
2L
ST
A.
33
+2
8.8
4
L
ST
A. 12+
64.3
2
BE
GIN
B E
RE
22
4
PG
L =
527.9
1L
ST
A.
34
+0
8.0
6
L
ST
A. 22+
90.4
5
BE
GIN
B E
RW
250
PG
L =
57
2.8
2L
ST
A. 33+
67.7
5
L ST
A.
14
+8
5.2
8
BE
GIN
B X
RE
25
5
PG
L =
55
2.7
7L
ST
A.
22
+4
9.8
3
L
ST
A. 122+
33.9
0
EN
D B
HR
E1
23
PG
L =
486.0
2L
EN
D B
ER
E0
83
PG
L =
499.1
2
EN
D B
ER
E1
00
PG
L =
489.1
0
MA
TC
H E
XIS
T.
PA
VE
ME
NT
PG
L =
511.7
2
EN
D B
ER
W219
PG
L =
525.4
0
EN
D B
ER
W105
PG
L =
50
8.3
2
EN
D B
XR
E156
PG
L =
533.6
4
EN
D B
ER
W1
68
PG
L =
53
8.6
2
EN
D B
ER
E2
24
PG
L =
54
5.6
9
EN
D B
ER
W250
PG
L =
552.8
2
EN
D B
XR
E2
55
PG
L =
55
0.5
5
16
’6"
(MIN
.)
16
’6"
(MIN
.)
16
’6"
(MIN
.)
PGL ERW105
EXISTING GROUND
EXISTING GROUND
EXISTING
GROUNDEXISTING
GROUNDEXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PGL XRE255PGL ERW250
PGL ERW219
PGL ERE100
PGL ERE083
PGL XRE156
PGL ERW168
PGL ERE224
-1.97%
EL
EV
AT
ION
51
4.1
1
VP
I S
TA
. 2
1+
35
.00
VP
T (
19+
85)
517.0
6
VP
T (
27+
10)
547.7
1
VP
C (
27+
46) 529.2
5
VP
I S
TA
. 25+
00.0
0
EL
EV
AT
ION
533.7
3
+1.98% -2.06%
350’ V.C.
K = 87 VP
I S
TA
. 3
0+
25
.00
EL
EV
AT
ION
522.9
1
-2.06% +1.30%
350’ V.C.
K = 104
VP
C (
23+
25) 530.2
6
VP
T (
26+
75) 530.1
2
VP
C (
28+
50) 526.5
2
VP
T (
32+
00) 525.1
9
529.7
7
53
1.4
2
531.9
6
53
1.3
4
52
9.6
1
527.5
5
52
5.6
1
52
4.5
1
524.3
7
525.1
9
VP
I S
TA
. 1
16
+5
0.0
0
EL
EV
AT
ION
504.6
0
-1.00%-3.63%
300’ V.C.
K = 114
VP
C (
115+
00)
506.1
0
VP
T (
118+
00)
499.1
6
506.1
0
50
4.6
6
502.3
5
499.1
6
495.5
3
VP
I S
TA
. 1
4+
65
.00
EL
EV
AT
ION
523.3
4
+3.20%+2.46%
100’ V.C.
K = 136
VP
C (
14+
15)
521.7
4
VP
T (
15
+1
5)
52
4.5
7524.1
9
175+00 180+00
EXISTING
GROUND
ST
A.
14
+0
6.9
9
BE
GIN
B X
RE
22
5
PG
L =
52
1.4
8L
ST
A.
15
+2
2.3
7
EN
D B
XR
E225
PG
L =
524.7
5L
PGL
XRE225
20+00 25+00
VP
I S
TA
. 17+
00.0
0
EL
EV
AT
ION
489.8
7
+0.40%+4.48%
400’ V.C.
K = 98
VPI STA. 24+25.00
ELEVATION 522.36
+4.48%-2.71%
610’ V.C.
K = 85
VP
C (
15+
00) 489.0
7
VP
T (
19+
00) 498.8
3
VP
C (
21+
20)
508.6
9
VP
T (
27+
30)
514.1
0
489.0
7
489.9
8
49
1.9
1
494.8
6
498.8
3
50
3.3
1
507.8
0
51
1.9
0
51
4.8
5
516.6
2
517.2
1
516.6
2
514.8
6
15+00
END B HRW101
PGL = 513.74
STA. 27+43.17
L
STA. 14+95.52
L
PGL HRW101
EXISTING
GROUND
L
(+86.0) -2.8%
(+33.9) -2.0%
RT. SHOULDER LINE
LT. SHOULDER LINE (PGL HRE123) (+77.0) 2.0%
(+24.0) 6.0% (+83.0) 6.0%
(+30.0) 2.0%
(+36.0) 2.0%
(+43.2) -5.4%
LT. SHOULDER LINE (PGL HRW101)
RT. SHOULDER LINE
(+66.0) -2.0%
(+12.0) 5.2% (+95.0) 5.2%
(+39.0) 2.0% (+85.0) 2.0%
(+32.0) 6.0%
(+29.5) 2.0%
(+77.0) 6.0% (+78.0) 6.0%
(+25.0) 2.0%
LT. SHOULDER LINE (PGL ERE083)
RT. SHOULDER LINE
RT. SHOULDER LINE (PGL ERE100)
LT. SHOULDER LINE
(+48.0) 2.0%
(+95.0) 6.0% (+98.0) 6.0%
(+34.0) -6.0% (+02.0) -6.0%
(+26.0) 2.0%
LT. SHOULDER LINE (PGL ERW105)
RT. SHOULDER LINE
(+36.3) 2.0%
(+83.3) 3.5% (+08.0) 3.5%
(+61.0) -5.2% (+17.0) -5.2%
(+20.0) 5.7%
RT. SHOULDER LINE (PGL XRE156)
LT. SHOULDER LINE
(+31.0) 2.0%
(+81.0) -2.0% (+43.0) -2.0%
(+40.8) 2.0%RT. SHOULDER LINE
LT. SHOULDER LINE (PGL ERW168)
(+66.0) 2.0%
(+13.0) 2.8% (+69.0) 2.8%
(+16.4) 2.0%
LT. SHOULDER LINE (PGL ERW219)
RT. SHOULDER LINE
(+64.3) 2.0%
(+11.0) 3.5% (+70.0) 3.5%
(+17.0) 2.0% (+63.0) 2.0%
(+10.0) 2.8% (+79.0) 2.8%
(+85.0) -4.8% (+54.0) -4.8%
(+37.0) 4.8% (+21.0) 4.8%
(+68.0) 2.0%
RT. SHOULDER LINE (PGL ERE224)
LT. SHOULDER LINE
RT. SHOULDER LINE (PGL XRE225)
LT. SHOULDER LINE
(-2.0%) LT. SHOULDER LINE (PGL ERW250)
RT. SHOULDER LINE
RT. SHOULDER LINE (PGL XRE255)
LT. SHOULDER LINE
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
INTL. PKWY. RAMP GG
ERW105
VE
RT
. C
LE
AR
.
VE
RT
. C
LE
AR
.
VE
RT
. C
LE
AR
.
PROPOSED RAMP
XRE215
EXISTING SH161
CONNECTOR ’E’
EXISTING INTL.
PKWY. RAMP ’EE’
EXISTING
INTL. PKWY.
CONNECTOR ’C’
PROPOSED SH183
MAIN LANES
MLW-W
EXISTING INTL. PKWY.
CONNECTOR ’C’
EXISTING INTL.
PKWY. RAMP ’EE’PROPOSED
RAMP
DCW117
PROPOSED
SH183 HOV
LANES HVW-W
RAMP (ERW219)
EXISTING SH161
CONNECTOR ’F’ FUTURE SH161
MAIN LANES
FUTURE SH161
CONNECTOR ’H’
FUTURE SH161
CONNECTOR ’A’
PROPOSED SH183 HOV LANES
HVW-W
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
PROPOSED SH183
HOV LANES
HVW-W
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
VE
RT
. C
LE
AR
.
-1.97% +1.00%
EXISTING INT’L. PKWY.
CONNECTOR ’A’
VE
RT
. C
LE
AR
16
’6" (
MIN
.)
VPI STA. 16+90.00
ELEVATION 495.31
+0.24% +1.00%
100’ V.C.
K = 132
VP
C (
16
+4
0)
49
5.1
9
VP
T (
17+
40)
495.8
1
495.4
7
49
6.4
1
49
7.4
1
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
FUTURE SH161
CONNECTOR ’A’
FUTURE SH161
CONNECTOR G
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
EXISTING VALLEY
VIEW LANE VVIEWX
477.7
47
6.8
47
6.8
477.7
479.3
48
5.6
48
4.6
HR
W1
01
ST
A.
18
+2
5.0
0
ER
E0
83
ST
A. 1
9+
20
.00
ER
E083 S
TA
. 26+
35.0
0
425.00’ OVERALL
ER
W1
05
ST
A.
23
+0
0.0
0
ER
W1
05
ST
A.
27
+2
5.0
0
ST
A. 28+
94.7
9
ST
A. 30+
69.1
5
175’-200’
OVERALL
ER
W1
68
ST
A. 26+
40.1
5
ER
W1
68
ST
A. 30+
30.6
8
390.53’ OVERALL
555.00’ OVERALL
VP
I S
TA
. 1
20
+7
5.0
0
EL
EV
AT
ION
48
9.1
8
-3.63%
-1.99%
200’ V.C.
K = 122
VP
C (
119+
75)
492.8
1
VP
T (
12
1+
75
) 4
87
.19
491.9
3
48
8.9
1
48
6.6
9
715’ OVERALL
BEGIN B HRW101
PGL = 489.05
FUTURE SH161
CONNECTOR H
(BY OTHERS)
FUTURE SH161
CONNECTOR C
(BY OTHERS)
K = 59
REPLACES EXISTING
35 MPH (K=63)
VERTICAL CURVE
ER
E2
24
ST
A.
23
+5
5.0
0
VP
C (
29+
15)
543.4
0
ER
E224 S
TA
. 29+
10.0
0
-2.75%
-1.43%
VP
T (
31+
58) 500.2
7
ER
E083
ST
A. 30+
46.0
9
ER
E083
ST
A.
32
+3
8.3
3
192.24’ OVERALL
BEGIN CONSTRUCTION
CSJ: 0094-03-065
HRE123 STA 115+00
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
ER7510 STA 7540+69.18
BEGIN PROJECT
BEGIN CONSTRUCTION
CSJ: 0094-03-065
ERE083 STA 17+14.79
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
EF500X STA 5365+22.66
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
(+90.0) -2.0%
(+29.0) -2.8%
PRO. RAMP-ER7510P (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
PRO. RAMP-EF500XP (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
PGL HRE123
VP
I S
TA
. 2
4+
25
.00
EL
EV
AT
ION
502.6
6
+1.00%
+5.12%
400’ V.C.
K = 97
VP
I S
TA
. 29+
50.0
0
EL
EV
AT
ION
529.5
4
400’ V.C.
K = 114
533.6
4
VP
C (
22+
25) 500.6
6
VP
C (
27
+5
0)
51
9.3
0
49
8.4
1
49
9.4
1
500.4
1
50
1.7
0
503.9
9
507.3
0
51
1.6
5
516.7
4
52
1.7
5
525.9
9
529.3
5
53
1.8
3
533.5
4
+5.12%
+1.60%
PROPOSED
SH183 HOV
LANES
HVE-W
+0.57%
VP
I S
TA
. 1
85
+5
0.0
0
EL
EV
AT
ION
54
2.8
0
-0.80%
130’ V.C.
K = 95
VP
I S
TA
. 1
87
+0
0.0
0
EL
EV
AT
ION
541.6
0
-0.80% +0.95%
170’ V.C.
K = 97
VP
I S
TA
. 1
89
+9
0.0
0
EL
EV
AT
ION
54
4.3
6
+0.95% +0.31%
544.4
8
VP
C (
18
4+
85
) 5
42
.43
VP
C (
189+
55) 544.0
3
542.5
0
542.3
9
54
1.9
7
542.5
5
54
3.5
1
544.3
7
VP
RC
(1
86
+1
5)
54
2.2
8
70’ V.C.
K = 109
(+85) 2.0% (+27.56) 2.0%
VP
I S
TA
. 1
41
+5
0.0
0
EL
EV
AT
ION
498.2
9
+2.11% -1.74%
360’ V.C.
K = 94 VP
I S
TA
. 1
48
+5
0.0
0
EL
EV
AT
ION
48
6.1
4
-1.74%+6.16%
700’ V.C.
VP
C (
139+
70) 494.5
0
VP
C (
14
5+
00
) 4
92
.21
495.0
8
496.3
3
496.5
2
495.6
4
493.9
5
49
2.2
1
49
1.0
4
49
1.0
0
492.0
8
494.3
0
497.6
4
50
2.1
0
507.7
0
513.8
6
K = 89
MEETS PROP. 45 MPH
DESIGN SPEED
MA
TC
H E
XIS
T. P
AV
EM
EN
T
PG
L =
51
3.8
6
(+73.0) -5.7%
(+89.0) 2.0%
(+54.0) 5.7%
(-)4.42%
VP
I S
TA
. 1
76
+2
0.0
0
EL
EV
AT
ION
529.2
8
-0.51% +2.21%
240’ V.C.
K = 88
VP
T (
177+
40)
531.9
3
529.8
9
529.9
5
53
1.1
4
EL
EV
AT
ION
53
1.4
7
VP
I S
TA
. 173+
01.1
5
(-)0.43%
K = 100
EXISTING 45 MPH
DESIGN SPEED
VP
C (
17
1+
02
) 5
39
.56
EN
D B
DC
E177
PG
L =
532.0
3
ST
A. 177+
44.5
3
VP
C (
175+
00) 529.8
9M
AT
CH
EX
IS
T. P
AV
EM
EN
T
PG
L =
529.8
9
VP
T (
152+
00) 507.7
0
VP
T (
143+
30)
495.1
6
VP
T (
190+
25) 544.4
7
VP
T (
187+
85)
542.4
1
VP
T (
31+
50) 532.7
4
VP
T (
26+
25) 512.9
0
300.0’ OVERALL
WITHIN THIS PROJECT
918.17’ OVERALL
125+00 130+00125+00 130+00
487.9
488.8
487.3
486.6
48
6.5
48
6.9
487.2
487.5
48
7.6
487.9
488.3
48
8.6
488.9
450
460
470
480
490
500
510
520
530
540
LT. SHOULDER LINE
RT. SHOULDER LINE (PGL HVW-W)
VP
I S
TA
. 1
26
+5
0.0
0
EL
EV
AT
ION
484.0
0
+0.51%+3.00%
500’ V.C.
K = 201
VP
C (
12
4+
00
)
48
2.7
3
VP
T (
12
9+
00
) 4
91
.50
481.2
1
48
1.7
2
482.2
3
482.7
3
483.4
9
484.7
4
486.5
0
488.7
5
491.5
0
494.5
0
497.5
0
500.5
0
503.5
0
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
PROPOSED COUNTY
LINE ROAD OVERPASS
HVW-W STA. 123+25.10
CNTYLN STA. 1708+88.00
BEGIN CONSTRUCTION
CSJ: 0094-03-065
HVW-W STA 121+82.00
MATCH SH 183 SCHEMATIC BY OTHERS
CSJ: 0094-02-077
WMX STA 2550+09.78
EX
IST
ING
PR
OP
OS
ED
(+78.0) -5.44%
(+90.0) -2.0%
SH183 MANAGED/HOV LANES (HVW-W)
PRO. WB MANAGED/HOV LANES-WMPX (BY OTHERS)
APPROVED WITH THE SH 183/SH 121 (AIRPORT
FREEWAY) PROJECT, CSJ: 0094-02-077, ETC.
PGL HVW-W
PRO. 4’ X 3’ MBC
FL=473.87
PRO. 3-10’ X 4’ MBC
FL = 473.94
(+)3.1780 %
(-)2.0945 %
VP
T 7
528+
00.0
0 E
L. =
531.1
0’
VP
C 7
538+
85.0
0 E
L. =
508.3
7’
VP
T 7
540+
15.0
0 E
L. =
506.3
6’
STA = 7523+75.00
EL = 540.00’
L = 850.00’
K = 161
ex = -5.60’
STA = 7539+50.00
EL = 507.01’
L = 130.00’
K = 119
ex = 0.18’
(-)2.0945 %
(-)1.0000 %
(-)0.3915 %
VP
C 7
524+
00.0
0 E
L. =
537.0
7’
VP
C 7
52
5+
00
.00
EL
. =
53
6.5
1’
ER7510P
ER7510P(-)1.3608 %
VP
T 7
522+
50.0
0 E
L. =
537.6
6’
(-)0.7400 %
(-)1.2688 %
(-)3.0000 %
L = 1,000.00’
K = 578
ex = -2.16’
VP
C 1
52
4+
86
.65
EL
. =
54
6.0
5’
VP
T 1
53
4+
86
.65
EL
. =
52
4.7
1’
EMPX
(-)1.0902 %(-)0.7900 %
VP
C 5
363+
55.0
0 E
L. =
521.1
9’
VP
T 5
364+
05.0
0 E
L. =
520.7
2’
EF500XP
STA = 5363+80.00
EL = 520.92
ex = 0.02’
K = 167
L = 50.00’
EF514P
EF514P
VP
I S
TA
. 1
12
+5
0.0
0
BE
GIN
BR
IDG
E
EF
514P
ST
A 5
29
+6
3.1
3
EN
D B
RID
GE
EF
514P
ST
A 5
33
+2
1.9
4
STA = 522+85.00
EL = 500.72’
(-)1.7907 %
(-)1.2050 %
L = 100.00’
K = 171
ex = 0.07’
VP
C.5
22+
35.0
0 E
L. =
501.6
1’
VP
T.5
23
+3
5.0
0
EL
. =
50
0.1
1’
EN
D B
RID
GE
WM
PX
ST
A 2
53
5+
00
.00
WMPX
STA = 2528+60.00
EL = 524.72’
(-)2.2177 %
(-)2.9888 %
L = 200.00’
K = 259
ex = -0.19’
STA = 2544+05.00
EL = 478.54’
(-)2.9888 %
(+)0.5100 %
L = 650.00’
K = 186
ex = 2.84’
VP
C 2
52
7+
60
.00
E
L.
= 5
26
.94
’
VP
T 2
52
9+
60
.00
E
L.
= 5
21
.73
’
VP
C 2
54
0+
80
.00
E
L.
= 4
88
.26
’
VP
T 2
547+
30.0
0 E
L. =
480.2
0’
VP
C 6
540+
65.0
0
EL
. =
507.6
5’
VP
T 6
54
3+
65
.00
EL
. =
50
8.3
1’
WF650PX
(-)1.5000 %(+)1.9436 %
STA = 6542+15.00
EL = 510.56’
ex = -1.29’
K = 87
L = 300.00’
470
480
490
500
510
520
530
540
550
540
530
520
470
480
490
500
510
125+00 130+00 135+00 140+00 145+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00
490
500
510
520
530
540
550
480
560
460
470
480
490
500
510
520
530
540
120+00 125+00 130+00
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
115+00 120+00 125+00 130+00
470
480
490
500
510
520
530
540
450
460
470
480
490
500
510
520
530
540
450
460
PRELIMINARY
SCHEMATIC
PRELIMINARY
SCHEMATIC
460
HR
E122 S
TA
. 139+
50.0
0
HR
E122 S
TA
. 179+
00.0
0
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
PR
OP
OS
ED
EX
IST
ING
EX
IST
ING
PR
OP
OS
ED
3950.00’ OVERALL
120+00 15+00
