texas department of transportationftp.dot.state.tx.us/pub/txdot-info/dal/sh183... · rock parkdale...
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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 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
DA
LLAS
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
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CIT
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Pop 15,527
Pop 155,037
IRVING
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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
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FO
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0.4
0.4
0.2
2.5
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Pop 5,346
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2.4
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Pop 23,260
0.9
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7.5
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3.7
Pop 101,484
3.9
1.4
HUDSON
MUNICIPAL
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UNION
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Pop 2,228
2.6
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4.0
3.9
DALLAS
LOVE
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Bachman
4.4
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LAKE
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0.4
Pop 22,259
2.0
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Pop 8,739
M-K
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1.5
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0.6
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Pop 155,037
UNION
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1.5
3.6
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2.2
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PRAIRIE
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Pop 35,748
4.2
AT
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DALLAS CITY LIMIT
TO
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2.5
1.2
1.8
1.7
1.7
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1.4
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AT &
SF RR
SAN
TA F
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NORMAL POOL ELEVATION 522.0’
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1.6
3.9
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AIRPORT
3.1
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3.3
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CITYLIMIT
DE SOTO
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3.3
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6.2
1.4
1.6
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3.9
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3.1
3.1
DA
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0.6
0.6
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Pop 2,719
S P
DALLAS HUNTING
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LIM
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FIN AND
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5.7
SOUTHERN
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3.3
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LIMIT
0.6
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CIT
YL
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Pop 17,406
Hic
kory
MESQUITE CITY LIMIT
DALLAS
CIT
Y
LIMIT
7.3
6.3
DALLAS
CITY LIMIT
MESQ
UIT
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CIT
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LIM
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North
Mesquite
Creek
RIV
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MESQ
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CIT
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LIM
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TRIN
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MESQ
UIT
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CIT
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CIT
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SEA
GO
VIL
LE
Pop 8,969
LIMIT
5.0
Creek
RIVER
Cre
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Creek
0.2
Parsons
DALLAS CITY
LIM
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HUTCHINSCIT
Y
LIMIT
LANCASTER
Pop 22,117
LANCASTER
AIRPORT
LIMIT
Heath
Lake
S P
RR
Pop 2,479
SO
UT
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RN
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7.4
WIL
ME
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CIT
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1.1
1.1
7.1
Spri
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Pop 4,564
3.5
4.0
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KA
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SO
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CITY LIMIT
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LIM
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CITY
LIM
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6.5
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Pop 19,976
RA
ILW
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4.0
SA
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DE
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DESOTO
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RA
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CITY
LIMIT
CARROLLTON
CIT
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Grapevine
Creek
LAKE
SPILLWAY ELEVATION 510.0’
635
114
Hackberry
SouthFork
114
RIV
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CIT
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LIM
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TR
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CARROLLTON
35E
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on
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FARMERS BRANCH
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Farmers
Branch
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77
Rawhide
35E
77 Daniels
Cre
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Bra
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635
Farmers
Cre
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Joes
Cott
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Cr
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ADDISON
Creek
289
635
White
Rock
75
Creek
289
Bachm
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Bra
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78
78
GARLAND
78
190
Spring
RICHARDSON
Duck
Creek
BUCKINGHAM
75
635
635
Dix
on
Bra
mch
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Branch
SACHSE
Row
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Creek
Creek
78
66
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GA
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CIT
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Row
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nw
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Creek
SA
CH
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CIT
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67
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North
Mesquite
MESQUITE
Cre
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352
635
352
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Long
SUNNYVALE
Creek
Duck
67
Meyers
Creek
DALLASGARLAND
CITY
CITY
LIMIT
LIMIT
352
Cre
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78
Ash
WHITE
ROCK
LAKE
Creek
McComas
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William
son
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78
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635
Creek
67
80
Pra
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352
78
635
South
67
80
Mesquite
635
Creek
352
RIVER
Fork
Creek
35E
77
Elm
Creek
289
UNIVERSITY PARK
Cre
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75
Turt
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77
Creek
75
345
DALLAS
180
35E
77
67
RIVER
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114
183
114
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DALLAS
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LIM
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183
FO
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356
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183
CIT
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CITY
LIMIT
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Delaware
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356
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356
TRINITY
180
Cre
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Fish
Mounta
in
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CITY
LIMIT
LIMIT
Artesian
NORMAL POOL ELEVATION 458.0’
Horn
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Bra
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Tenmile
Mauk
Cre
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Cre
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O’G
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Creek
Mounta
in
180
67
Creek
CIT
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180
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67
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180
35E
77
67
67
77
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Fivemile
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Flo
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342
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342
TR
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310
New
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175
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310
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Creek
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175
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Creek
Mesq
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Ten
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77
67
Ste
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67
Red
Oak
Creek
Little
Bra
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Tenmile
Creek
348
354
30
30
30
30
12
12
244
12
30
12
30
30
12
12
12
366
30
30
45
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DALLAS
CITY LIMIT
CITY LIMIT
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BRANCH
DA
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CIT
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CIT
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GA
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6.3
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DA
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CIT
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CIT
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DUNCANVILLE CITY LIMIT
2.1
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SEA
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CIT
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DA
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DALLAS
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MER
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GLENN HEIGHTS
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SO
TO
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Creek
Gra
pevine
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FL
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MO
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D
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CIT
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GRA
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CIT
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CIT
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CO
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CIT
YL
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1.9
LIM
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CIT
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Pop 16,881
COPPELL
Cre
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Cre
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Este
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Creek
GR
AN
DP
RA
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CIT
YL
IMIT
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1.3
CIT
YL
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IRV
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GRAND PRAIRIE CITY LIMIT
WEST
FOR
K
RIV
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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
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LIM
ITC
ITY
CE
DA
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YL
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PRAIR
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CIT
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LIMIT
CEDAR
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CIT
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CO
PP
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L
180
121
635
114
183
30
303
20
LIM
IT
Bra
nch
Cot
tonw
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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
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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
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Bra
nch
LIM
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ST L SW RY
0.9
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1.9
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GR
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EV
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CIT
YL
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CIT
YL
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GRAPEVINECITY LIMIT
0.8
0.5
0.2
1.9
LIM
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CIT
Y
LIM
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Pop 29,202
LE
WIS
VIL
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Pop 16,881
COPPELL
TRINITY
RIVER
Cre
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Bear
Creek
Big
Bear
Cre
ek
Cre
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Este
lle
Johnson
Creek
0.4
0.7
1.6
5.5
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FO
RT
WO
RT
HC
ITY
LIM
IT
GR
AN
DP
RA
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CIT
YL
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LIM
IT
CITY
LIM
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PR
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LIM
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FO
RT
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CITY
LIM
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LIM
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2.3
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LE
SS
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CIT
YL
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WEST
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1.2
0.6
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LIN
GT
ON
GR
AN
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1.1
POP 38,149
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SS
M-K-T RR
Creek
Fish
Cre
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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
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IT
CIT
YP
RA
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AR
LIN
GT
ON
GR
AN
D P
RA
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LIM
IT
LIM
IT
CIT
Y
CIT
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Pop 261,721
Pop 99,616
UP RR
Hollin
gs
Branch
Baggett
Bra
nch
JOE POOL
MA
NS
FIE
LD
CITY
LIM
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MA
NSFIE
LD
CIT
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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
3.9
BACHMAN
LAKE
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
1.5
2.5
1.9
BU
RL
ING
TO
N
3.4
1.5
3.6
Elm
114
183
114
TR
INIT
YR
IVE
R
35E
77
Joes
DALLAS
CITY
LIM
IT
183
FO
RK
Cre
ek
356
Delaw
are
183
CIT
Y L
IMIT
356
EL
M
356
482
12
12
12
348
C
MISSOURI- TEXAS RAILROAD
1.6
KANSAS-
IRVING
CITY LIMIT
Cre
ek
Bear
Cre
ek
Este
lle
LIM
IT
IRVING CITY LIMIT
1.3
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
183
Pop 155,037
IRVING
AIRPORT
161
161
1.0
5.2
Cre
ek
Bear
Creek Cre
ek
Cre
ek
Este
lle
0.4
0.7
LIM
IT
LIM
IT
IRVING CITY LIMIT
LIM
IT
CITY
LIM
IT
GRAND
PR
AIR
IE
FO
RT
WO
RT
H
2.3
EU
LE
SS
CIT
Y
CIT
YL
IMIT
IRV
ING
GRAND PRAIRIE CITY LIMIT
1.2
0.6
EU
LE
SS
M-K-T RR
183
183
97
360
360
Pop 155,037
IRVING
INTERNATIONAL AIRPORT
SH 183
Wingren Rd.
O’Conner
Britan Rd
BN
SF R
R
Holly
Carl Road
HOV
SH 183
HOV
12700
20400
21600
10000
16000
17000
70900
113500
120500
74200
118800
126200
10000
16000
17000
10000
16000
17000
10000
16000
17000
10400
16700
17700
15400
24700
26200
3400
5400
5800
10000
16000
17000
17700
28400
30100
3400
5400
5800
17700
28400
30100
5000
8000
8500
5000
8000
8500
8600
13800
14600
4900
7800
8300 29
00
4700
49
00
10600
17000
18000
1800
2900
3000
28
00
4500
4800
2900
4600
4900
35
00
5600
6000
3600
5800
6100
6500
10400
11000
2200
3500
3700
5600
8900
9500
2400
3900
4100
4700
7500
80
00
3100
5000
5200
10000
16000
17000
5000
8000
8500
12400
19900
21000
10100
16200
17100
10300
16500
17500
8000
12800
13600
4800
7700
8100
5800
9300
9900
1700
2700
2900 80
00
12
80
0
13
60
0
2400
3800
4100
2300
3700
3900
10500
16800
17800
5100
8200
8700
85
00
13
60
0
14
40
0
1700
2700
2900
1800
2900
3100
7100
11400
12100
6600
10600
11300
2800
4500
4700
7400
11800
12600
2300
3700
3900
11000
17600
18700
10100
16200
17200
9800
15700
16700
9000
14400
15300
74200
118800
126200
10100
16200
17200
70900
113500
120500
9000
14400
15300
18800
30100
32000
2300
3700
3900
2300
3700
3900
15000
24000
25500
15000
24000
25500
5400
8600
9200
9300
14900
15800 9300
14900
15800
71700
114800
121900
75200
120300
127900
8000
12900
13600
8000
12900
13600
4200
6700
7200
10600
17000
18000
9400
15100
16000
3500
5600
6000
2600
4200
4400
2600
4200
4400
17800
28500
30300
2200
3500
3800
2200
3500
3800
16600
26600
28200
1700
2700
2900
4700
7500
8000
TRAFFIC VOLUME DIAGRAMN.T.S.
700
1100
1200
700
1100
1200
400
600
700
400
600
700
500
800
900
500
800
900
300
500
600
300
500
600
15400
24700
26200
5000 8
000 8
500
*
*
*
*
ADT
ADT
ADT
LEGEND:
1000 - 2000
1000 - 2029
1000 - 2039
VOLUMES ADJUSTED BY HALFF ASSOCIATES (JUNE 13, 2006) FOR SH 183 REEVALUATION.
VOLUMES ADJUSTED TO ACCOUNT FOR CONCURRENT MANAGED LANES.
*
ORIGINAL SOURCE: TxDOT TP&P APPROVED TRAFFIC (DECEMBER 5, 2003).
2003 APPROVED VOLUMES BASED ON REVERSIBLE MANAGED LANES.
PGL
12’
LN
2.00%
6:1 6:1
12’
LN8’
SH
14’
LN
2.00%
6:1 6:1
4’
SH
8’
SH
PGL
12’
LN
2.00%
12’
LN8’
SH
1’
PGL
14’
LN
2.00%
4’
SH
8’
SH
1’
1’
PGL
4’
SH
1’
4’
SH
PROPOSED ONE LANE GP & HOV RAMP
AT GRADE
PROPOSED TWO LANE GP & HOV RAMP
AT GRADE
PROPOSED ONE LANE GP & HOV RAMP
ON STRUCTURE
PROPOSED TWO LANE GP & HOV RAMP
ON STRUCTURE
L
2.00% 2.00%
VARIES
4’ TO 26’
2’2’ 2’
PGL
2’
PGL
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
C
10’- 20’ 10’- 20’
L
2.00% 2.00%
VARIES
4’ TO 26’
2’
PGL
2’
PGL
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
C
10’- 20’ 10’- 20’
58.5’ 58.5’
40’-62’ 40’-62’
PROPOSED MACARTHUR AT GRADE
3 THRU LANES + 2 (11’) LT LANES AT INTERSECTION
46.5’ 46.5’
28’-50’ 28’-50’
PROPOSED O’CONNOR / CARL AT GRADE
2 THRU LANES + 2 (11’) LT LANES AT INTERSECTION
SIDEWALK
1.50%
4:1
MAX
3’
5’ 5’
3’
4:1MAX
1.50%
SIDEWALK
SIDEWALK
1.50%
4:1
MAX
3’
5’ 5’
3’
4:1MAX
1.50%
SIDEWALK
PGL
2.00%2.00% 2.00%2.00%
10’
SH10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
10’
SH
10’
SH
12’
LN
12’
LN2’
4’
SH
4’
SH
40’ 40’
PGL PGL
6:1
MAX
1’
2.00%
4:1MAX
PGL
PROPOSED
R.O.W.
PROPOSED
R.O.W.
2’ 2’ 1’
2.00%4:1
MAX
6:1MAX
PGL
15’ 15’
MLW-M
MLW-WMLE-M
MLE-W
HV-W
HV-M
PGL
2.00%2.00% 2.00%2.00%
10’
SH10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
10’
SH
10’
SH
12’
LN
12’
LN2’
4’
SH
4’
SH
40’ 40’
PGL PGL
6:1
MAX2.00%
4:1MAX
PGL
PROPOSED
R.O.W.
PROPOSED
R.O.W.
2’ 2’
2.00%4:1
MAX
6:1MAX
PGL
15’ 15’
FRE1-M
FRE2-WFRW2-W
FRW1-M MLW-M
MLW-WMLE-M
MLE-WHV-W
HV-M
PGL
14’
LN
8’
SH
1’ 4’
SH
1’
2.00%
(STRUCTURE)
14’
LN
8’
SH
4’
SH
1’1’
PGL
2.00%
(STRUCTURE)
VARIES 29’- 139’VARIES 29’- 139’
HRW HRE
FRW1-MFRE1-M
105’-153’51’-81’51’-81’122’-136’
VARIES
6’- 53’ 69’-81’
EXISTING: VARIES (109’-150’)
PROPOSED: VARIES (184’-325’)
EXISTING: VARIES (98’-145’)
PROPOSED: VARIES (135’-203’)
VARIES
3’- 58’69’-81’
EXISTING
C *L
* HV-W/HV-M CROSSES EXISTING CL
91’8’
100’-146’ 123’-165’
VARIES
3’- 53’
VARIES
69’- 81’
VARIES
3’- 53’
VARIES
69’- 81’
EXISTING: VARIES (98’-214’)
PROPOSED: VARIES (130’-204’)
EXISTING: VARIES (109’-212’)
PROPOSED: VARIES (211’-284’)
23’-81’
L
EXISTING
C
PGL
2.00%2.00% 2.00%2.00%
10’
SH10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
12’
LN
12’
LN
10’
SH
12’
LN
12’
LN
10’
SH
10’
SH
12’
LN
12’
LN2’
4’
SH
4’
SH
40’ 40’69’ 69’
PGL PGL
6:1
MAX
1’
2.00%
4:1MAX
PGL
PROPOSED
R.O.W.
PROPOSED
R.O.W.
VARIES
2’ 2’ 1’
2.00%
4:1
MAX
6:1MAX
VARIES
PGL
15’
FRE-W
FRE1-M
FRW2-W
FRW1-M MLW-M
MLW-W
MLE-M
MLE-WHV-W
HV-M
15’-20’
L
88’- 135’51’51’99’- 166’
2’-70’
EXISTING: VARIES (139’-155’)
PROPOSED: VARIES (139’-247’)
EXISTING: VARIES (97’-147’)
PROPOSED: VARIES (97’-363’)
5’-52’
80’ 64’
EXISTING
C *
* HV-W/HV-M CROSSES EXISTING C AT HV-W/HV-M STA. 316+57.50L
4:1
MAX
5’
2’
5’
2’
5’
2’
4:1MAX
5’
2’
5’
2’
4:1
MAX
5’
2’
5’
2’
4:1MAX
5’
2’
4:1
MAX
5’
2’
5’
2’
5’
2’
4:1MAX
5’
2’
51’ 51’
1’-2’1’-2’
SIDEWALK
1.50%
SIDEWALK
1.50%
SIDEWALK
1.50%
SIDEWALK
1.50%
SIDEWALK
1.50%
SIDEWALK
1.50%
SH 183 8 GP LANES + AUX + 4 MHOV-C LANES
FROM STA 270+35 TO STA 353+67
SH 183 8 GP LANES + AUX + 4 MHOV-C LANES
FROM STA 353+67 TO STA 387+15
SH 183 8 GP LANES + AUX + 4 MHOV-C LANES
FROM STA 387+15 TO STA 443+33
6:1
1.50%
2’
SIDEWALK
1.50%
5’
2.00%
PROPOSED
R.O.W.
FRE1-M
PROPOSED
R.O.W.
FRW2-M
2’
2.00%
2’
15’ 15’
1.50%
2’
20’
LN
2.00%
2’
4:1
MAX
FRE1-M
FRW2-M
4:1
MAX4:1
MAX
24’4’
TYP
18’-24’
RET.
WALL
5’
SIDEWALK
1.50%
4:1
MAX
ONE-WAY ACCESS RD
FRE1-M STA. 395+80 TO 402+77
ONE-WAY ACCESS RD
FRE1-M STA. 402+77 TO 405+00
FRW2-M STA. 402+82 TO 405+00
ONE-WAY ACCESS RD
FRW2-M STA. 396+51 TO 402+82
18’-24’
2’
14’-20’
LN
14’-20’
LN
2’
14’
LN
11’
LN
11’
LN
2’
14’
LN
11’
LN
11’
LN
14’
LN
11’
LN
11’
LN
11’
LN
11’
LN
14’
LN
11’
LN
11’
LN
14’
LN
2’2’
14’
LN
11’
LN
11’
LN
14’
LN
11’
LN
0’-
11’
LN
2’0’-
11’
LN11’
LN
14’
LN
2’
14’
LN
11’
LN
1’ 1’
11’
LN
14’
LN
VARIES
27’- 62’
VARIES
27’- 62’
VARIES
27’- 62’
VARIES
27’- 62’
VARIES
27’- 62’
VARIES
27’- 62’
355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00
480
490
500
510
520
530
540
550
560
570
470
460
PROPOSED SH 183 MAIN LANE
AND HOV PROFILE
450
440
430
516.6
51
6.8
517.7
518.5
51
8.0
517.4
51
6.8
51
6.8
518.2
521.2
525.4
528.0
52
9.6
512.8
529.7
529.4
527.2
524.1
521.4
520.2
520.2
521.4
522.3
522.5
52
3.6
525.0
52
6.3
527.2
527.7
527.8
52
7.6
527.2
52
6.9
52
6.4
526.0
525.8
52
5.6
525.7
52
5.6
525.8
52
6.4
527.1
528.5
530.2
532.4
53
4.6
53
6.9
538.7
540.2
54
1.0
541.2
525.7
518.2
539.2
537.1
534.5
531.5
528.3
524.7
521.3
518.5
51
6.5
515.9
515.8
515.5
515.2
514.9
514.8
514.7
514.5
514.9
515.5
517.1
519.7
523.4
52
6.7
529.2
511.9
511.4
528.8
52
6.7
523.2
519.2
515.7
513.4
512.3
511.7
511.2
511.1
51
1.0
51
0.8
VP
I S
TA
. 3
54
+0
0.0
0
EL
EV
AT
ION
51
4.9
4
-2.46% +2.54%
1,000’ V.C.
K = 200
VP
I S
TA
. 366+
00.0
0
EL
EV
AT
ION
545.4
2
+2.54%-1.30%
1,000’ V.C.
K = 260
VP
I S
TA
. 3
85
+0
0.0
0
EL
EV
AT
ION
52
0.7
2
-1.30% +1.75%
600’ V.C.
K = 197 VP
I S
TA
. 404+
00.0
0
EL
EV
AT
ION
553.9
7
+1.75% -2.20%
1,000’ V.C.
K = 253
VP
I S
TA
. 4
17
+0
0.0
0
EL
EV
AT
ION
525.3
7
-2.20% +2.10%
800’ V.C.
K = 186
VP
I S
TA
. 4
27
+2
5.0
0
EL
EV
AT
ION
54
6.8
9
+2.10% -2.74%
1,200’ V.C.
K = 248
VP
I S
TA
. 4
39
+5
0.0
0
EL
EV
AT
ION
51
3.3
3
-2.74%-0.50%
500’ V.C.
K = 223
VP
T (
359+
00) 527.6
4
VP
C (
36
1+
00
)
53
2.7
2
VP
T (
37
1+
00
)
53
8.9
2
VP
C (
382+
00) 524.6
2
VP
T (
388+
00) 525.9
7
VP
C (
39
9+
00
)
54
5.2
2
VP
T (
40
9+
00
)
54
2.9
7
VP
C (
413+
00)
534.1
7
VP
T (
421+
00) 533.7
7
VP
C (
42
1+
25
) 5
34
.29
VP
T (
43
3+
25
)
53
0.4
5
VP
C (
437+
00) 520.1
8
VP
T (
44
2+
00
)
51
2.0
8
52
1.4
0
52
1.1
9
52
1.4
8
522.2
7
523.5
6
525.3
5
527.6
4
53
0.1
8
532.7
2
535.0
6
537.0
3
53
8.6
1
539.8
0
540.6
2
54
1.0
4
541.0
9
540.7
5
540.0
2
538.9
2
537.6
2
536.3
2
535.0
2
533.7
2
532.4
2
53
1.1
2
529.8
2
528.5
2
527.2
2
525.9
2
524.6
2
523.5
7
523.0
3
523.0
0
523.4
8
524.4
7
525.9
7
527.7
2
529.4
7
53
1.2
2
532.9
7
534.7
2
536.4
7
538.2
2
539.9
7
54
1.7
2
543.4
7
545.2
2
546.7
7
547.9
3
54
8.6
9
54
9.0
6
549.0
3
54
8.6
1
547.7
9
546.5
8
544.9
7
542.9
7
540.7
7
538.5
7
536.3
7
53
4.1
7
532.2
3
530.8
4
529.9
8
529.6
7
529.8
8
530.6
4
53
1.9
3
533.7
7
535.7
5
537.3
5
538.5
4
539.3
3
539.7
2
539.7
0
539.2
8
538.4
5
537.2
3
535.5
9
533.5
6
53
1.1
2
528.4
0
52
5.6
6
522.9
2
52
0.1
8
517.6
6
515.5
9
51
3.9
7
51
2.8
0
51
2.0
8
51
1.5
8
VP
I S
TA
. 3
54
+0
0.0
0
EL
EV
AT
ION
51
3.9
2
-2.46% +2.54%
1,000’ V.C.
K = 200
VP
I S
TA
. 366+
00.0
0
EL
EV
AT
ION
54
4.4
0
+2.54%-1.30%
1,000’ V.C.
K = 260
VP
I S
TA
. 3
85
+0
0.0
0
EL
EV
AT
ION
519.7
0
-1.30% +1.75%
600’ V.C.
K = 197
VP
I S
TA
. 404+
00.0
0
EL
EV
AT
ION
552.8
8
+1.75% -2.19%
1,000’ V.C.
K = 254
VP
I S
TA
. 4
17
+0
0.0
0
EL
EV
AT
ION
524.3
5
-2.19% +2.10%
800’ V.C.
K = 186
VP
I S
TA
. 4
27
+2
5.0
0
EL
EV
AT
ION
545.8
7
+2.10% -2.74%
1,200’ V.C.
K = 248
VP
T (
359+
00) 526.6
2
VP
C (
36
1+
00
) 5
31
.70
VP
T (
371+
00) 537.9
0
VP
C (
38
2+
00
)
52
3.6
0
VP
T (
388+
00) 524.9
4
VP
C (
399+
00) 544.1
5
VP
T (
409+
00) 541.9
1
VP
C (
413+
00)
533.1
3
VP
T (
421+
00) 532.7
5
VP
C (
42
1+
25
) 5
33
.27
VP
T (
433+
25) 529.4
3
520.3
8
52
0.1
7
520.4
6
52
1.2
5
522.5
4
524.3
3
52
6.6
2
529.1
6
53
1.7
0
534.0
5
53
6.0
1
537.5
9
538.7
9
53
9.6
0
540.0
3
540.0
7
539.7
3
53
9.0
1
537.9
0
53
6.6
0
535.3
0
534.0
0
532.7
0
53
1.4
0
53
0.1
0
528.8
0
527.5
0
526.2
0
524.9
0
523.6
0
522.5
5
522.0
2
52
1.9
8
522.4
6
523.4
5
524.9
4
52
6.6
9
528.4
3
53
0.1
8
53
1.9
2
533.6
7
535.4
2
537.1
6
53
8.9
1
54
0.6
6
542.4
0
54
4.1
5
545.7
0
546.8
5
54
7.6
1
547.9
8
547.9
5
547.5
3
546.7
2
54
5.5
1
543.9
0
541.9
1
53
9.7
1
537.5
2
535.3
2
53
3.1
3
53
1.2
0
52
9.8
1
52
8.9
6
528.6
4
528.8
6
529.6
2
530.9
2
532.7
5
534.7
3
536.3
3
537.5
2
53
8.3
1
538.7
0
538.6
8
538.2
6
537.4
3
53
6.2
1
534.5
8
532.5
4
53
0.1
0
527.3
8
524.6
4
VP
I S
TA
. 3
54
+0
0.0
0
EL
EV
AT
ION
51
3.9
2
-2.46% +2.54%
1,000’ V.C.
K = 200
VP
I S
TA
. 366+
00.0
0
EL
EV
AT
ION
54
4.4
0
+2.54%-1.30%
1,000’ V.C.
K = 260
VP
I S
TA
. 3
85
+0
0.0
0
EL
EV
AT
ION
519.7
0
-1.30% +1.75%
600’ V.C.
K = 197
VP
I S
TA
. 404+
00.0
0
EL
EV
AT
ION
552.8
8
+1.75% -2.19%
1,000’ V.C.
K = 254
VP
I S
TA
. 4
17
+0
0.0
0
EL
EV
AT
ION
524.3
5
-2.19% +2.10%
800’ V.C.
K = 186
VP
I S
TA
. 4
27
+2
5.0
0
EL
EV
AT
ION
545.8
7
+2.10% -2.74%
1,200’ V.C.
K = 248
VP
T (
359+
00) 526.6
2
VP
C (
36
1+
00
) 5
31
.70
VP
T (
371+
00) 537.9
0
VP
C (
38
2+
00
)
52
3.6
0
VP
T (
388+
00) 524.9
4
VP
C (
399+
00) 544.1
5
VP
T (
409+
00) 541.9
1
VP
C (
413+
00)
533.1
3
VP
T (
421+
00) 532.7
5
VP
C (
42
1+
25
) 5
33
.27
VP
T (
433+
25) 529.4
3
520.3
8
52
0.1
7
520.4
6
52
1.2
5
522.5
4
524.3
3
52
6.6
2
529.1
6
53
1.7
0
534.0
5
53
6.0
1
537.5
9
538.7
9
53
9.6
0
540.0
3
540.0
7
539.7
3
53
9.0
1
537.9
0
53
6.6
0
535.3
0
534.0
0
532.7
0
53
1.4
0
53
0.1
0
528.8
0
527.5
0
526.2
0
524.9
0
523.6
0
522.5
5
522.0
2
52
1.9
8
522.4
6
523.4
5
524.9
4
52
6.6
9
528.4
3
53
0.1
8
53
1.9
2
533.6
7
535.4
2
537.1
6
53
8.9
1
54
0.6
6
542.4
0
54
4.1
5
545.7
0
546.8
5
54
7.6
1
547.9
8
547.9
5
547.5
3
546.7
2
54
5.5
1
543.9
0
541.9
1
53
9.7
1
537.5
2
535.3
2
53
3.1
3
53
1.2
0
52
9.8
1
52
8.9
6
528.6
4
528.8
6
529.6
2
530.9
2
532.7
5
534.7
3
536.3
3
537.5
2
53
8.3
1
538.7
0
538.6
8
538.2
6
537.4
3
53
6.2
1
534.5
8
532.5
4
53
0.1
0
527.3
8
524.6
4
HV-M STA. 366+00.19=
O’CONNOR RD STA. 13+94.44
HV-M STA. 367+72.18=
RAMP HVW368 GORE
STA. 22+92.65
HV-M STA. 367+62.80=
RAMP HRE368 GORE
STA. 16+44.29
ML
E-M
ST
A.
36
4+
35
.00
HV
-M
ST
A. 364+
34.0
7
ML
W-M
ST
A. 364+
33.2
3
ML
E-M
ST
A.
36
7+
55
.00
HV
-M
ST
A.
36
7+
53
.99
ML
W-M
ST
A. 367+
53.2
3
HV-M STA. 404+17.34=
FRW2-M STA. 405+40.76
ML
E-M
ST
A. 403+
15.0
0
HV
-M
ST
A. 403+
26.1
4
ML
W-M
ST
A. 403+
38.0
3
ML
E-M
ST
A. 405+
75.0
0
HV
-M
ST
A.
40
5+
86
.12
ML
W-M
ST
A.
40
5+
97
.98
CARL RD STA. 13+95.60=
HV-M STA. 430+52.39
ML
E-M
ST
A.
432+
00.0
0
HV
-M
ST
A.
43
2+
01
.85
ML
W-M
ST
A.
43
2+
01
.87
ML
E-M
ST
A. 428+
85.0
0
HV
-M
ST
A.
42
8+
86
.85
ML
W-M
ST
A.
42
8+
89
.41
MLW-M 354+97.62=
RAMP XRW355 GORE
STA. 15+31.84
RAMP HRW368 - SPANS OVER WB MAIN LANES
MAINTAIN 16’6" CLEARANCE
MLW-M STA. 377+58.48=
RAMP ERW378 GORE
STA. 16+93.18
MLE-M STA. 377+50.98=
RAMP XRE378 GORE
STA. 14+60.46
MLE-M STA. 418+08.36=
RAMP ERE418 GORE
STA. 23+47.10
MLW-M STA. 418+19.03=
RAMP XRW418 GORE
STA. 22+50.70
L
L
L
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
.)
LT. SHOULDER LINE -2.0%
RT. SHOULDER LINE (PGL MLW-M)
LT. SHOULDER LINE (PGL MLE-M)
RT. SHOULDER LINE -2.0%
LT. SHOULDER LINE -2.0%
RT. SHOULDER LINE (PGL MLW-M)
LT. SHOULDER LINE (PGL MLE-M)
RT. SHOULDER LINE -2.0%
(+11.0) -2.0%
(+06.0) 1.3% (+01.0) 4.6%(+96.0) 1.3%
(+91.0) -2.0%
(+01.0) -2.0%
(+04.0) 0.8%
(+07.0) 3.6% (+37.0) 3.6%
(+40.0) 0.8%
(+43.0) -2.0%
CENTER LINE (PGL HV-M)CENTER LINE (PGL HV-M)
HRE368 CROSSING
MLE-M
VE
RT
. C
LE
AR
.
16
’6"
(MIN
.)
RAMP HRE368 - SPANS OVER EB MAIN LANES
MAINTAIN 16’6" CLEARANCE
HRW368 CROSSING
MLW-M
RT. & LT. SHOULDER LINE -2.0% RT. & LT. SHOULDER LINE -2.0%
LT. SHOULDER LINE
SH 183 CDA REVISION PROJECT
END CSJ: 0094-03-065
MATCH PROPOSED PAVEMENT
BEGIN CSJ: 0581-02-077, STA. 1072+00
(ROLL 2 - REV. SH 183/LOOP 12)
VP
I S
TA
. 4
39
+5
0.0
0
EL
EV
AT
ION
51
2.3
1
-2.74%-0.50%
500’ V.C.
K = 223
VP
C (
437+
00)
519.1
6
VP
T (
442+
00)
511.0
6
521.9
0
519.1
6
516.6
4
51
4.5
8
512.9
6
51
1.7
8
51
1.0
6
510.5
6
VP
I S
TA
. 4
39
+5
0.0
0
EL
EV
AT
ION
51
2.3
1
-2.74%-0.50%
500’ V.C.
K = 223
VP
C (
437+
00)
519.1
6
VP
T (
442+
00)
511.0
6
521.9
0
519.1
6
516.6
4
51
4.5
8
512.9
6
51
1.7
8
51
1.0
6
510.5
6
END B MLE-M STA. 443+31.95, PGL = 510.40
END B HV-M STA. 443+33.21, PGL = 511.41
END B MLW-M STA. 443+35.19, PGL = 510.38
BNSF & DART/ T RAILROAD
VE
RT
. C
LE
AR
. T
O T
OP
OF
HIG
H R
AIL
23’0
" M
IN.
320’ OVERALL 260’ OVERALL 315’ OVERALL
PRO. 5-10’ X 5’ MBC
FL = 504.78
PRO. 2-6’ X 4’ MBC
FL = 514.09
PRO. 2-8’ X 4’ MBC
FL = 505.48
470
518.90
473
530.01
RAMP
RAMP
RAMP
RAMP
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILEDIRT PILE
DIRT PILE
DIRT PILE
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKINGPARKING
PARKING
RAMP
RAMP RAMP
OBSCURE OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCUREOBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
OBSCURE
PARKINGPARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
524.6
521.5
523.6
521.8
520.3
520.7
522.5
521.4
519.4
518.3
519.5 517.4
518.5
520.2
519.7
515.6
517.4
516.7
515.1
515.5
513.6
510.3
511.6
512.5
514.4 510.5
510.6
507.6
508.6
512.4
512.6
515.4
518.4
516.5
516.6
517.5
516.5
517.5
520.1
520.5
521.6
522.4
513.6
514.5
515.6
515.5
513.6
514.3
529.5
529.4
530.3
530.3
512.3
511.5
513.5
514.7
512.3
515.4
519.6
520.4
520.6
519.8
517.8
514.6
519.3
522.5
527.7 527.7
525.7
529.3
525.8
526.2
528.5
526.5
527.5
527.8
525.7
524.9
523.6
524.6 524.5
527.9
527.9
527.5
527.6
525.5
514.3RAMP
RAMP
ANTENNA
U.C.
U.C.
U.C.
U.C.U.C.
U.C.
U.C.U.C.
U.C.
RAMP
RAMP
INUNDATED
RAMP
520.4
POOL
POOL
RAMP
RAMP
POOL
DIRT PILE
RAMP
515
525
520
520
520
515
520
520520
515
515
520
525
525
520
515
515
510
510
510
510
510
510
515
520
525
525
520
520
515
515
520
525
525
520
515
515
520
520
525
525
525
476
Z 525.530
479
Z 541.970
485
Z 529.450
PARKING
PARKING
PARKING
PARKING
U.C.
U.C.
U.C.
U.C.
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
ABANDONED
U.C.
U.C.
PARKING
PARKING
PARKING
ruin
U.C.
U.C.
542.2532.4
541.4539.8
541.4539.6
534.8
521.7
527.6
524.7
523.1
523.7
521.2
540.6
540.5
535.5
531.8
533.7
518.4
518.1
515.4
514.2
524.1
525.6
525.6
527.0
525.6
523.1
526.7
525.5
526.6
521.3
520.7
518.5
521.8
529.7
526.4
520.2
521.1
517.4
517.4 515.4
514.8
518.9
519.2
518.8
518.3
518.1
511.6
509.2
508.7
509.2
508.6
507.6
508.1
507.3
509.6
505.5
506.5
514.7
513.5
518.3
515.4
516.3
515.7
516.4
521.7
515.3
516.8
515.1
514.8
520.2
514.7
515.1
516.1
515.9
522.4
527.7
528.5
526.8
527.7
528.2
510.2
512.2
511.5
515.3
515.5
514.7
514.5
513.2
512.6
513.4
514.8
514.8
514.2
529.7
529.6
513.5
510.6
508.2510.6
515.7
518.4
512.2
515.4
512.8
508.8
512.4
512.2
505.8
509.1
510.4
510.9
511.6
508.4
517.3 513.6
511.4
529.2
528.5
527.4
528.1
527.3
527.5
519.4
515.9
515.6
514.7
512.6
516.5
515.8
516.6
517.6
518.8518.7
519.6
520.2
531.2
525.3
512.3
511.6
513.6
515.3
515.7
514.3
512.9
511.4
517.4
521.4
513.2
515.4
523.1
526.6
523.2
537.9
519.4
512.3
510.8
514.5
508.3
510.2510.2
510.6
529.6
529.7
509.3509.8
510.3
511.1
508.7
511.5
507.7
513.4
514.8
521.3
521.3
518.6
519.6
509.7
508.8
DIRT PILES
TANK TANK
DIRT PILE
DIRT PILE
TANK
510.8
POOL
OBSCURE
DIRT PILE
ANTENNA
POOL
INUNDATED
ANTENNA
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILE
INUNDATED
RAMP
ANTENNA
530
530
530
525
525
530
530
525
535
535
525
530
535
535530
525
530
525
520
520
520
515
535
530
530
525
520
515
525
515
515
515
520
520
520
515
515
515 515
515
515
515
520520
515
510
515
515
515
515
520
525
520
515
510
515
520
515
520
525
525
515
520
515
520
510
505
510
505
510
520
520
525
525
525
U.C.
PARKING
PARKING
DIRT PILE
ATHLETIC FIELD
ATHLETIC FIELD
RAMP
PARKING
PARKING
PARKING
PARKING
PARKING
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
PARKING
PARKING
PARKING
513.6
511.5
508.6
509.3
504.5
508.7
504.5
504.4
505.5
503.4
502.5
503.5
502.9
504.5
DIRT PILE
DIRT PILE
RAMP
RAMP
RAMP
RAMP
POOL
RAMPRAMP
RAMP
PARKING
503.4
514.6
514.5
524.2
OBSCURE
ANTENNA
520
520
505
510
515
510
505
505
505
505
505
510
515
505
505
505
507.5
507.6
511.4
511.4
512.5
EX. 2 - 6’ X 3’
PRO. 5 - 10’ X 5’ MBC
REMOVE
EX. CULVERT
PRO. 2 - 6’ X 4’ MBC
PRO. 2 - 8’ X 4’ MBC
HOLLAND
TO
LE
R
LN
WIL
SH
IRE
DR
NICHOLS
PARK
NU
RS
ER
Y R
D
RO
SE
ST
SH
OA
F D
R
OA
KH
UR
ST
DR
O’C
ON
NO
R R
DCO
LO
NIA
L L
N
BE
TS
Y L
N
VIL
LA
CT
WIN
GR
EN
RD
DR, W
CA
RL
RD
AUSTIN ST CO
OP
ER
DR
CH
EM
SE
AR
CH
BL
VD
BR
ITA
IN R
DSH 183
SH 183
NE
WT
ON
CIR
, W
NE
WT
ON
CIR
, E
BR
ITA
IN R
D
BROCKBANK
BN
SF
& D
AR
T/
TR
AIL
RO
AD
BN
SF
& D
AR
T/
TR
AIL
RO
AD
CIT
GO
8’’
EX
PL
OR
ER
EXXON
TER.
EX
XO
N
WO
RL
DC
OM
MARCUS CABLE
MA
RC
US
CA
BL
E
12
" CIP
12
" CIP
14" C
IP
12" CIP
"
"
12
" CIP
12" PVC
12" P
VC
"
12" ACP
""
10" P
VC
10" P
VC
12" ACP
3" COPPER
12" PVC
42" P
VC
12
" P
VC
6"
8"
CIP
6"
6" C
IP
6"
4" CIP
6" ACP
6"
6" C
IP
6"
8" CIP
6" C
IP
8" CIP8" CIP 8" C
IP
8" C
IP
16" RCCP
8"
6" C
IP
48" RCCP
12" RCCP12" BCCP
18" RCCP
6"
6" CIP
6" 6" CIP
6"
16" BCCP12" BCCP
6"
AC
P
8" P
VC
6" PVC
6" PVC
6" PVC
6"
8" C
IP8" C
IP
6"
CIP
6" CIP
8" C
IP
48" RCCP
48" RCCP
48" RCCP
6"
CIP
18" BCCP12" RCCP
8" C
IP
16" BCCP 16" BCCP
16" BCCP
6" P
VC
8"
8" CIP
8" C
IP
2"
6" C
IP
6" PVC
6"
CIP
8" PVC
16" BCCP
16" RCCP
16"
RC
CP
6"6"
8" P
VC
6"6"
6"
16" RCCP
8" C
IP
6" C
IP
16" RCCP
48" RCCP
8" CIP
48" RCCP
6" PVC
6" PVC
6" CIP
8" PVC
8"
PV
C
1.5
" PV
C
6" P
VC
3" P
VC
6" PVC
6" P
VC
6" PVC
8"
PV
C
2"
PV
C
6" PVC
6" PVC
6"
PV
C
8" PV
C
6" P
VC
6"
CIP
1.5"
6"
6" P
VC
8" P
VC
8" PVC
8" PVC
8"
PV
C
8" PVC8" PVC
8"
PV
C6"
PV
C
8"
PV
C
6"
PV
C
16" BCCP
8"
PV
C
1.5
" P
VC
8"
PV
C
8" PVC
6" P
VC
6"
PV
C
8" P
VC
1.5" PVC
6" PVC
2" PVC
8"
PV
C
8" PVC
8" P
VC
8" PVC6" PVC
8" P
VC
6" PVC
8" CIP
8"
CIP
6"
CIP
6"
CIP
6"
CIP
8"
PV
C
PVC
PV
C
10"
24"
10"
8"
15"
10"
8"
10"
8"
8"
8"
8"
8"
15"
15"
8"
8" PVC
8" PVC
10" PVC
10" PV
C
10
" VC
6" PVC
6" PVC
6" PVC
6"
PV
C
6"
PV
C
6" VC
6" VC
8"
PV
C
8" P
VC
4" PVC
4" P
VC
6"
VC
6" PVC
6" PVC
6" PVC 8" PVC
8" V
C
8" PVC 6" PVC 6" PVC
6" PVC
6" P
VC
6" PVC
6" PVC
8" PVC 6" PVC
6" PVC
6" PVC
6" PVC
6" P
VC
6" PVC
12"
VC
8" P
VC
8" P
VC
8" PVC
6"
PV
C
8" VC6" PVC
36"
24" RCP
30
" R
CP
42" R
CP
36" RCP 36" RCP
18" RCP 24" RCP
24
" R
CP
24" RCP
12" R
CP
24" RCP
12"
PV
C
24" RCP
24" S
BC
12" PVC
12"
PV
C
24" S
BC
24" S
BC
30" R
CP
30" R
CP
3’ x
7’ R
CP
48" RCP
3’ x
6’ M
BC
24" RCP
72" RCP
72
" R
CP
72
" R
CP
21" RCP
18" RCP27" RCP
36" R
CP
36" R
CP
36" RCP
3’
x 6
’ B
OX
3’
x 6
’ B
OX
1’ x 4’ BOX
6" PVC
2’ x 3
’RCB
42"
PV
C
8" PVC
15" P
VC
10"
PV
C
8" PVC
12
" PV
C
10" PVC
8" PVC
PVC
PV
C
10"
PV
C
10" P
VC
10" P
VC
10" PVC
N 88^ 42’ 30" E
N 88^ 42’ 30" E
N 88^ 42’ 30" E
1075+00
1080+00
1085+00
1075+001080+00
1085+00
1075+001080+00
1085+00
S 87^ 17’ 30" E
N 89^ 24’ 04" E
N 85^ 33’ 45" E
1075+00
1080+00
1085+00
1085+00
1070+00
1075+00
1080+00
N 87^ 33’ 45" EN 86^ 03’ 45" E
1370+00
S 87^ 43’ 12" E
1365+00
1370+00
N 89^ 26’ 40" E
1075+00
1080+00 1085+00
S 88^ 42’ 30" W
S 85^ 33’ 45" W
S 87^ 33’ 45" W
1410+00
1415+00
1420+00
1425+00
1430+00
B XRE378L
B XRW418L
L
L
L
L
B XRW355L
B ERW378L
L L
L
B ERE418
B OCBLL
L
L
L
L
L
WB FRONTAGE ROAD
B FRW2-M
L
L
L
EB FRONTAGE ROAD
B FRE2-M
L
SH 183 WB
MAIN LANES
B MLW-M
B HRW368
B CARL RD
B HRE368
EB FRONTAGE ROAD
B FRE2-M
B FRW1-M
CARL STA. 19+48.76
MATCH EXIST. PAVEMENT
OCBL STA. 7+60.00
MATCH EXIST. PAVEMENT
ERE339 STA. 35+00.00
BEGIN RET. WALL
ERE353 STA. 21+00.00
9.00’ RT
END RET. WALL
XRE378 STA. 17+00.00
9.00’ RT
BEGIN RET. WALLMLE-M STA. 380+00.0059.00’ RT
BEGIN RET. WALL
ERE418 STA. 15+95.32
9.00’ RT
END RET. WALL
MLE-M STA. 416+00.00
59.00’ RT
END RET. WALL
MLW-M STA. 417+00.00
59.00’ LT
END RET. WALL
FRW1-M STA. 413+00.00
6.22’ LT
BEGIN RET. WALL
MLE-M STA. 411+25.00
59.00’ RT
BEGIN RET. WALL
XRW355 STA. 18+50.00
9.00’ LT
BEGIN RET. WALL
MLW-M STA. 381+75.00
59.00’ LT
CHANNELIZED DRIVEWAY
CHANNELIZED DRIVEWAY
REQ’D TO PREVENT
ACCESS FROM RAMP
RELOCATE BNSF DRIVEWAY
TO AVOID PRO. FRW1-M
COLUMNS
N 82^ 43’ 30" E
FRE1-M-6
N 89^ 43’ 03" E
FRE1-M-7
S 88^ 16’ 58" E
FRE1-M-8 N 89^ 43’ 03" E FRE1-M-9
N 87^ 01’ 03" E
FRE1-M-10
N 87^ 54’ 43" E FRE1-M-11 N 89^ 54’ 43" E FRE1-M-12 N 88^ 39’ 43" EFRE1-M
-13
N 9
^ 3
9’
39" E
HV-M-3
HV-M-6
FRW2-M-2S 88^ 05’ 17" E FRW2-M-3 N 86^ 28’ 50" E FR
W2-M
-4
S 9
^ 3
9’
39" W
MLE-M-4
MLW-M-3
MLW-M-6
355+00
360+00
365+00 370+00
375+00
380+00
385+00
390+00
395+00
400+00
405+
00
N 81^ 42’ 45" EERE353-4
N 83^ 49’ 02" EERE353-5
XRE378-1XRE378-2
S 89^ 25’ 43" E
XRE378-3
HRW368-1
HRW368-2HRW368-3
HRW368-4 HRW368-5 HRW368-6
HRW368-7
HRW368-8
HRE368-1 HRE368-2 HRE368-3 N 89^ 43’ 03" E HRE368-4 HRE368-5
S 78^ 16’ 57" E
HRE368-6N 87^ 54’ 43" E
HRE368-7 HRE368-8
N 88^ 34’ 18" E
ERW378-1 ERW378-2
N 87^ 50’ 43" E
ERW378-3 S 89^ 13’ 37" E ERW378-4ERW378-5
20+00
10+00
15+00
20+00
10+00
15+00
20+00
N 0
^ 2
8’ 4
5" W
OC
BL
-1
OC
BL
-2N
2^ 4
5’ 2
2" W
OC
BL
-3
N 1
^ 0
2’ 4
6" W
N 0
^ 3
7’ 4
7" W
10+
00
15+
00
20+
00
10+
00
15+
00
395+00
400+00
405+
00
MLE-M-5
MLE-M-6
MLW-M-7
MLW-M-8
N 84^ 57’ 47" E
S 89^ 35’ 17" E
HV-M-7
HV-M-8
XRW418-1
S 89^ 32’ 48" EXRW418-2
XRW418-3 S 83^ 31’ 10" EXRW418-4
10+00
15+00
20+00
25+00
MLE-M STA. 404+06.21=
FRE1-M STA. 405+23.19SH 183 EB
MAIN LANES
B MLE-M
10+00
15+00
20+00
25+00
30+00
35+00
40+0045+00
50+00
10+00
15+00
20+00
25+00
30+00
35+0040+00
45+00
N 83^ 09’ 32" E N 89^ 43’ 03" E S 89^ 35’ 17" E
N 77^ 27’ 11" E
N 87^ 54’ 43" E
BEGIN RET. WALL
HRE368 STA. 33+00.00
9.00’ RT
BEGIN RET. WALL
MLW-M STA. 418+00.00
59.00’ LT
BEGIN RET. WALL
MLW-M STA. 417+18.00
9.00’ LT
END RET. WALL
HRW368 STA. 48+40.00
24.00’ LT
END RET. WALL
ERW378 STA. 17+50.00
9.00’ LT
BEGIN RET. WALL
HRW368 STA. 23+75
19.00’ RT
9.00’ LT
BEGIN RET. WALL
HRE368 STA. 17+00.00
9.00’ RT
19.00’ LT
FRE1-M STA. 366+25.10=
OCBL STA. 11+87.83
MLE-M STA. 366+01.59=
OCBL STA. 13+15.04
HV-M STA. 366+00.19=
OCBL STA. 13+94.44
MLW-M STA. 365+99.43=
OCBL STA. 14+71.96
END RET. WALL
HRE368 STA. 43+00.00
23.20’ RT
MLW-M STA. 430+54.95=
CARL STA. 14+46.90
15
15
MLW-M STA. 404+27.88=
FRW2-M STA. 404+89.00
HV-M STA. 404+17.34=
FRW2-M STA. 405+40.76
CARL STA. 7+25.20=
MATCH EXIST. PAVEMENT
MANAGED LANES - HOV
B HV-M
N 85^ 13’ 41" EXRW355-2
N 87^ 09’ 32" EXRW355-3
ERE418-1ERE418-2 S 89^ 31’ 10" E ERE418-3
N 89^ 36’ 21" E
ERE418-4 S 88^ 39’ 55" E ERE418-5
10+00
15+00
20+00
25+00
30+00
15+00
20+00
N 84^ 57’ 47" E
N 89^ 43’ 03" E
N 87^ 54’ 43" E
S 87^ 31’ 10" E N 88^ 42’ 30" E
N 89^ 43’ 03" ES 88^ 05’ 17" E
N 87^ 54’ 43" ES 87^ 31’ 10" E N 88^ 42’ 30" E
N 84^ 57’ 47" E
N 84^ 18’ 16" E
N 89^ 43’ 03" E S 89^ 35’ 17" E
N 87^ 54’ 43" E
S 87^ 31’ 10" E N 88^ 42’ 30" E
355+00
360+00
365+00
370+00
375+00
380+00385+00
390+00395+00
400+00
405+00 410+00 415+00
420+00
425+00 430+00
435+00440+00
355+00
360+00
365+00
370+00
375+00
380+00 385+00
390+00395+00
400+00
405+00 410+00 415+00
420+00
425+00 430+00
435+00440+00
355+00
360+00
365+00
370+00
375+00
380+00
385+00390+00
395+00400+00
405+00 410+00 415+00
420+00
425+00 430+00
435+00440+00
15
N 83^ 43’ 03" E
FRW1-M-3 N 89^ 43’ 03" E
FRW1-M-4 S 87^ 17’ 03" E FRW1-M-5 N 87^ 50’ 43" EFRW1-M-6
S 85^ 13’ 37" E FRW1-M-7N 87^ 54’ 43" E
FRW1-M-8S 88^ 05’ 17" E
FRW1-M-9
N 87^ 59’ 37" EFRW1-M-10
FRW1-M-11 FRW1-M-12S 83^ 31’ 10" E
FRW1-M-13
N 88^ 46’ 13" EFRW1-M-14
N 87^ 33’ 45" E
N 87^ 54’ 43" EFRE2-M-1
N 86^ 38’ 06" EFRE2-M-2 S 89^ 31’ 10" E
FRE2-M-3
FRE2-M-4
N 89^ 26’ 40" E
FRE2-M-5 N 88^ 42’ 30" EFRE2-M-6
S 87^ 58’ 41" E FRE2-M-7
N 89^ 26’ 40" E
395+00
400+00
405+00 410+00 415+00
420+00
425+00
430+00
435+00
440+00
355+00
360+00
365+00
370+00
375+00
380+00
385+00390+00
395+00
400+00405+00
410+00
415+00
420+00
425+00430+00
435+00
440+00
FRE2-M STA. 394+11.85=
FRE1-M STA. 394+11.85, 14 LT
BEGIN B FRE2-M
MANAGED LANE
ENFORCEMENT AREA
MANAGED LANE
ENFORCEMENT AREA
FRW1-M STA. 430+41.68=
CARL STA. 15+71.43
HV-M STA. 430+52.39=
CARL STA. 13+95.60
MLE-M STA. 430+50.54=
CARL STA. 13+44.59
FRE2-M STA.430+66.91=
CARL STA. 12+20.55
S 87^ 31’ 10" E
15
SH 183 REEVALUATION
END CSJ: 0094-03-065
SH 183 HV-M STA. 443+33.21
MATCH PROPOSED PAVEMENT
BEGIN CSJ 0581-02-077
SH 183 HV-L STA. 1072+00
(SEE ROLL 2 - REVISED SH 183/LOOP 12)
WB FRONTAGE ROAD
B FRW1-MFRW2-M STA. 394+16.08=
FRW1-M STA. 394+16.08, 12.00 LT
BEGIN B FRW2-MONE-WAY ACCESS ROAD
B FRW2-M
ONE-WAY ACCESS ROAD
B FRE1-M
OCBL STA. 18+61.13
MATCH EXIST. PAVEMENT
10
15
10
15
10
15
10
15
BEGIN OC-ST, STA. 7+60.00=
OCBL STA. 7+60.00, 17.00’ LT
FRW1-M STA. 365+79.13=
OCBL STA. 15+94.07
END CRL-ST, STA. 19+50.04=
CARL STA. 19+48.76, 13.00’ LT.
END OC-ST, STA. 18+62.64=
OCBL STA. 18+61.13, 19.00’ LT
END OC-NT, STA. 18+60.59=
OCBL STA. 18+61.13, 16.00’ RT
BEGIN OC-NT, STA. 7+60.00=
OCBL STA. 7+60.00, 16.00’ RT
END CRL-NT, STA. 19+48.43=
CARL STA. 19+48.76, 22.00’ RT.
BEGIN CRL-ST, STA. 7+25.20=
CARL STA. 7+25.20, 11.00’ LT.
BEGIN CRL-NT, STA. 7+25.20=
CARL STA. 7+25.20, 16.04’ RT.
BEGIN RET. WALL
FRW1-M STA. 397+75.00
3.00’ LT
END RET. WALL
FRE2-M STA. 413+70.00
3.00’ RT
BEGIN RET. WALL
FRE2-M STA. 399+00
3.00’ RT
BEGIN NOISE WALL
MLW-M STA. 364+37.76
71.00’ LT
END NOISE WALL
MLW-M STA. 373+02.98
73.69’ LT
END NOISE WALL
MLW-M STA. 391+97.00
328.79’ LT
BEGIN NOISE WALL
MLW-M STA. 367+16.70
148.86’ LT
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 378+00
CANTILEVERED OVERHEAD
SIGN SUPPORT
STA 411+50
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 412+80
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 424+00
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 428+00
STA 1093+20
(LOOKING WEST)
STA 1078+30
(LOOKING WEST)
OVERHEAD SIGN BRIDGE
STA 363+25
panelStyle:regulatory.ssipanelName:D9-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:18x18,STD.:24x24,SPCL.:30x30constructPanelMode:0constructPanels:36|24|18
OVERHEAD SIGN BRIDGE
STA 361+50
CANTILEVERED OVERHEAD
SIGN BRIDGES STA 372+00
panelStyle:regulatory.ssipanelName:D9-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:18x18,STD.:24x24,SPCL.:30x30constructPanelMode:0constructPanels:36|24|18
CANTILEVERED OVERHEAD
SIGN BRIDGES STA 386+60
CANTILEVERED OVERHEAD
SIGN BRIDGE STA 538+60
CANTILEVERED OVERHEAD
SIGN BRIDGE STA 404+25
STA 1110+00
(LOOKING WEST- ADD TO PROPOSED LP 12 COSS)
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 32+25
OVERHEAD SIGN BRIDGE
STA 39+50
OVERHEAD SIGN BRIDGE
STA 49+15
CANTILEVERED OVERHEAD
SIGN BRIDGE
STA 399+00
SH
36
0
N
SH 183
SH
161
BE
LT
LIN
E
SH 114
SH 356
LO
OP
12
SH 183
I35E
SPU
R 4
82
MA
CA
RT
HU
R
CA
RL
SH 183
05
050 100 200 300
HORIZONTAL
VERTICAL
SCALE IN FEET
10 20 30
ROLL 4 OF 505
050 100 200 300
HORIZONTAL
VERTICAL
SCALE IN FEET
10 20 30
ROLL 4 OF 5
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
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
THIS SECTION
BY OTHERS
END PROJECT
SH 183 STA. 607+15
ROLL 2
SH 183 STA. 133+00
TO 260+00
ROLL 3
SH 183 STA. 260+00
TO 353+00
ROLL 4
SH 183 STA. 353+00
TO 443+30 ROLL 5
SH 183 STA. 531+25
TO 607+15
ROLL 1
SH 183 STA. 90+00
TO 133+00
BEGIN PROJECT
SH 183 STA. 90+00
DFW AIRPORT
LOCATION MAPN.T.S.
TYPICAL SECTIONSN.T.S.
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
ALL RIGHTS RESERVED. ALL RIGHTS RESERVED.
LEGEND
EXISTING R.O.W.
DIRECTION OF TRAFFIC
EXISTING PROPERTY LINE
100 FLOODPLAIN LIMITS
EXISTING CONTOURS
PAVEMENT EDGE
PAVEMENT TO BE REMOVED
PROPOSED SH 183 CENTERLINE
DRAINAGE DIRECTION
PROPOSED RETAINING WALL
PROPOSED NOISE WALL
CONTROL OF ACCESS LINE
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING STORM SEWER CENTERLINE
EXISTING SANITARY SEWER
EXISTING WATER LINE
EXISTING PIPELINE
EXISTING FIBER OPTIC / CABLE TV
EXISTING FIBER OPTIC / TELEPHONE TRUNK
EXISTING FIBER OPTIC
EXISTING TU ELECTRIC TRANSMISSION
EXISTING POWER POLE
NOTES
4.) ALL HOT SIGNS WILL BE UPDATED DURING
THE DESIGN STAGE AS PER FUTURE MANAGED
LANE SIGNAGE RECOMMENDATIONS AND
STANDARDS TO BE DEVELOPED BY TxDOT TRAFFIC
OPERATIONS DIVISION.
1.) EXISTING FEATURES WERE NOT FIELD
SURVEYED. SCHEMATIC LAYOUTS ARE
BASED ON AERIAL SURVEY AND RECORD
PLANS ONLY.
2.) THE FLOODPLAIN BOUNDARY LIMITS WERE
OBTAINED FROM FIRM COMMUNITY-PANEL
NUMBERS:
48113C0285 J
48113C0305 J
48113C0310 J
48113C0330 J
48113C0340 J
ALL MAPS REVISED AUGUST 23, 2001.
3.) DIMENSIONS ARE TO FACE OF CURB OR
EDGE OF UNCURBED PAVEMENT UNLESS
NOTED OTHER WISE.
DRAFT SUBMITTAL DRAFT SUBMITTAL
SH 183 REEVALUATION DESIGN SCHEMATIC SH 183 REEVALUATION DESIGN SCHEMATIC
REEVALUATION PROPOSED R.O.W. (ADDITIONAL)
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
AUGUST 15, 2006 AUGUST 15, 2006
APPROVED 2004 SCHEMATIC - PROPOSED R.O.W.
PROPOSED MANAGED LANES - HOV
PROPOSED BRIDGE
PROPOSED SH 183 MAINLANES
PROPOSED RAMP / DIRECT CONNECT
PROPOSED FRONTAGE / COLLECTOR ROAD
PROPOSED CROSS & LOCAL STREET
EXISTING BRIDGE
EXISTING SH 183 MAINLANES
EXISTING RAMP / DIRECT CONNECT
EXISTING FRONTAGE / COLLECTOR ROAD
EXISTING CROSS & LOCAL STREET
APPROVED 2004 SCHEMATIC - POTENTIAL DISPLACEMENTS
REEVALUATION POTENTIAL DISPLACEMENTS (ADDITIONAL)
BEGIN PROJECT
SH 183 C STA. 91+00
CSJ NO. 0094-03-065
c 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION
BEGIN PROJECT
SH 183 C STA. 91+00
CSJ NO. 0094-03-065
c 2011 BY TEXAS DEPARTMENT OF TRANSPORTATION
RO
LL
4 O
F 5
ST
A. 353+
00 T
O S
TA
. 443+
00
RO
LL
4 O
F 5
ST
A. 353+
00 T
O S
TA
. 443+
00
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:
Construction, Bidding, or Permit Purposes. They were prepared by,
These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
69910Matthew G. Craig
TBPE FIRM #F-312
09-02-11
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:
Construction, Bidding, or Permit Purposes. They were prepared by,
These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
69910Matthew G. Craig
TBPE FIRM #F-312
09-02-11 SEPTEMBER 12, 2011SEPTEMBER 12, 2011
MA
TC
H L
INE
ML
- S
TA
. 353+
00
CURVE DATA
480
490
500
510
520
530
540
550
560
570
470
460
450
440
430
PRELIMIN
ARY
SCHEMATIC
PRELIMIN
ARY
SCHEMATIC
HV-M - PROPOSED HOV LANES
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
HV-M-3 356+27.87 0^39’30.82" 131.71 263.42 N 84^38’01.83" E 263.42 354+96.15 357+59.57
HV-M-4 365+22.13 5^24’46.32" 250.54 500.70 N 87^00’39.58" E 500.52 362+71.59 367+72.29
HV-M-5 373+89.73 0^41’40.39" 69.46 138.91 S 89^56’07.07" E 138.91 373+20.27 374+59.18
HV-M-6 381+33.07 2^30’00.00" 250.04 499.99 N 89^09’43.13" E 499.95 378+83.03 383+83.02
HV-M-7 410+21.36 4^34’06.48" 914.17 1827.36 S 89^48’13.63" E 1826.88 401+07.20 419+34.56
HV-M-8 427+02.09 3^46’19.98" 377.35 754.43 S 89^24’20.38" E 754.30 423+24.73 430+79.17
MLE-M - PROPOSED EB SH 183 MAIN LANES
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
MLE-M-3 362+85.23 4^45’15.50" 475.70 950.85 N 87^20’24.99" E 950.58 358+09.53 367+60.38
MLE-M-4 374+65.46 1^48’19.61" 180.56 361.08 N 88^48’52.94" E 361.07 372+84.90 376+45.98
MLE-M-5 410+18.77 4^34’06.48" 912.13 1823.30 S 89^48’13.63" E 1822.81 401+06.64 419+29.94
MLE-M-6 426+99.15 3^46’19.98" 379.03 757.79 S 89^24’20.38" E 757.65 423+20.11 430+77.91
MLW-M - PROPOSED WB SH 183 MAIN LANES
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
MLW-M-3 355+32.33 1^48’15.56" 169.28 338.53 N 84^03’39.46" E 338.52 353+63.05 357+01.58
MLW-M-4 366+01.39 6^33’31.06" 218.88 437.27 N 86^26’17.21" E 437.04 363+82.51 368+19.78
MLW-M-5 374+92.45 2^11’40.39" 204.18 408.30 S 89^11’07.07" E 408.28 372+88.27 376+96.57
MLW-M-6 383+41.52 4^00’00.00" 375.40 750.49 N 89^54’43.13" E 750.34 379+66.12 387+16.62
MLW-M-7 410+24.66 4^34’06.48" 916.20 1831.43 S 89^48’13.63" E 1830.94 401+08.46 419+39.89
MLW-M-8 427+05.74 3^46’19.98" 375.67 751.08 S 89^24’20.38" E 750.94 423+30.06 430+81.14
FRE1-M & FRE2-M - PROPOSED EB SH 183 FRONTAGE RD
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
FRE1-M-6 360+04.34 6^59’32.72" 116.69 233.10 N 86^13’16.38" E 232.95 358+87.65 361+20.75
FRE1-M-7 375+17.42 1^59’59.47" 50.01 100.00 S 89^16’57.52" E 99.99 374+67.41 375+67.41
FRE1-M-8 377+18.00 1^59’59.47" 50.01 100.00 S 89^16’57.52" E 99.99 376+67.99 377+67.99
FRE1-M-9 380+81.93 2^41’59.28" 67.51 135.00 N 88^22’03.10" E 134.99 380+14.41 381+49.41
FRE1-M-10 384+57.89 0^53’39.67" 59.62 119.24 N 87^27’53.30" E 119.24 383+98.27 385+17.51
FRE1-M-11 393+54.80 2^00’00.00" 50.01 100.01 N 88^54’43.13" E 100.00 393+04.79 394+04.80
FRE1-M-12 396+19.08 1^15’00.00" 62.51 125.01 N 89^17’13.13" E 125.01 395+56.58 396+81.59
FRE1-M-13 403+92.06 79^00’04.32" 115.41 193.04 N 49^09’40.97" E 178.10 402+76.65 404+69.68
FRE1-M-14 403+93.70 79^00’04.32" 103.04 172.35 N 49^09’40.97" E 159.02 402+90.65 404+63.01
FRE2-M-1 395+31.81 1^16’37.27" 63.86 127.71 N 87^16’24.49" E 127.71 394+67.96 395+95.67
FRE2-M-2 402+39.02 3^50’43.75" 192.36 384.58 N 88^33’27.74" E 384.50 400+46.66 404+31.24
FRE2-M-3 417+90.97 2^00’00.00" 50.01 100.01 S 88^31’10.39" E 100.00 417+40.96 418+40.97
FRE2-M-4 425+38.72 3^02’09.73" 75.92 151.81 S 89^02’15.25" E 151.80 424+62.79 426+14.60
FRE2-M-5 430+12.10 0^44’10.25" 51.40 102.79 N 89^04’34.75" E 102.79 429+60.70 430+63.49
FRE2-M-6 439+81.59 3^18’49.52" 55.25 110.47 S 89^38’05.61" E 110.45 439+26.34 440+36.81
FRE2-M-7 442+80.78 2^34’39.26" 64.45 128.89 S 89^16’00.49" E 128.88 442+16.33 443+45.21
FRE2-M-8 434+33.25 3^00’00.00" 50.02 100.01 N 87^57’41.79" E 100.00 433+83.24 434+83.24
FRE2-M-9 437+08.00 2^58’58.09" 49.73 99.43 N 87^57’10.84" E 99.42 436+58.27 437+57.70
FRE2-M-10 439+91.16 1^01’24.42" 68.23 136.45 N 89^57’22.09" E 136.45 439+22.93 440+59.38
FRW1-M & FRW2-M - PROPOSED WB SH 183 FRONTAGE RD
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
FRW1-M-3 366+68.31 6^00’00.00" 100.10 200.01 N 86^43’02.74" E 199.92 365+68.21 367+68.22
FRW1-M-4 371+85.33 2^59’54.23" 149.97 299.86 S 88^47’00.15" E 299.83 370+35.37 373+35.23
FRW1-M-5 375+57.42 4^52’14.31" 121.85 243.55 S 89^43’10.19" E 243.48 374+35.57 376+79.12
FRW1-M-6 379+56.42 6^55’40.23" 86.68 173.15 S 88^41’27.23" E 173.04 378+69.74 380+42.89
FRW1-M-7 381+79.52 6^51’39.76" 57.25 114.36 S 88^39’26.99" E 114.29 381+22.28 382+36.63
FRW1-M-8 394+32.87 4^00’00.00" 100.05 200.01 N 89^54’43.13" E 199.97 393+32.82 395+32.84
FRW1-M-9 399+01.57 3^55’06.47" 98.01 195.94 N 89^57’09.90" E 195.90 398+03.56 399+99.50
FRW1-M-10 409+91.96 2^27’35.17" 123.02 245.99 N 89^13’24.25" E 245.98 408+68.95 411+14.94
FRW1-M-11 414+62.64 1^43’32.17" 347.70 695.35 S 88^41’02.08" E 695.33 411+14.94 418+10.29
FRW1-M-12 419+19.32 4^18’05.61" 109.02 217.95 S 85^40’13.19" E 217.90 418+10.29 420+28.24
FRW1-M-13 422+48.20 7^42’36.22" 96.49 192.70 S 87^22’28.50" E 192.55 421+51.70 423+44.40
FRW1-M-14 438+65.66 1^12’28.51" 60.40 120.80 N 88^09’59.14" E 120.80 438+05.26 439+26.06
FRW2-M-1 394+55.90 2^23’19.25" 39.82 79.63 N 88^22’57.84" E 79.62 394+16.08 394+95.71
FRW2-M-2 395+74.49 4^43’24.91" 78.78 157.46 N 89^33’00.67" E 157.42 394+95.71 396+53.18
FRW2-M-3 399+39.25 5^25’52.81" 134.90 269.60 N 89^11’46.72" E 269.50 398+04.35 400+73.95
FRW2-M-4 404+39.67 103^10’48.55" 157.65 225.10 S 41^55’45.41" E 195.90 402+82.02 405+07.12
ERE418 - PROPOSED EB ENTRANCE RAMP FROM O’CONNOR RD AND HOV EXIT RAMP (HRE368)
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
ERE418-1 11+33.97 4^01’02.12" 133.97 267.84 N 88^14’22.67" E 267.78 10+00.00 12+67.84
ERE418-2 14+91.55 4^14’58.00" 223.72 447.23 N 88^21’20.61" E 447.12 12+67.84 17+15.06
ERE418-3 24+34.51 0^52’28.22" 21.86 43.73 S 89^57’24.50" E 43.73 24+12.65 24+56.37
ERE418-4 26+09.24 1^43’43.47" 43.23 86.44 S 89^31’46.87" E 86.44 25+66.02 26+52.46
ERE418-5 30+13.90 0^52’30.39" 11733.84 89.61 179.22 S 89^06’10.33" E 179.22 29+24.29 31+03.51
ERW378 - PROPOSED WB ENTRANCE RAMP FROM CARL RD
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
ERW378-1 13+34.36 1^14’13.68" 10853.22 117.18 234.34 N 89^11’24.83" E 234.34 12+17.19 14+51.53
ERW378-2 15+00.63 1^57’49.02" 49.10 98.19 N 88^49’37.16" E 98.18 14+51.53 15+49.72
ERW378-3 18+18.82 2^55’40.23" 154.10 308.14 N 89^18’32.77" E 308.10 16+64.72 19+72.85
ERW378-4 21+42.91 9^28’54.86" 95.04 189.65 N 86^01’55.46" E 189.44 20+47.86 22+37.52
ERW378-5 23+03.80 6^37’15.10" 66.29 132.43 N 84^36’05.58" E 132.35 22+37.52 23+69.94
HRE368 - PROPOSED EB HOV EXIT RAMP
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
HRE368-1 11+25.43 5^00’48.92" 125.43 250.70 N 86^48’40.88" E 250.62 10+00.00 12+50.70
HRE368-2 13+66.54 2^35’32.03" 115.84 231.64 S 89^23’08.64" E 231.62 12+50.70 14+82.34
HRE368-3 15+55.45 2^11’34.64" 73.11 146.21 S 89^11’09.94" E 146.20 14+82.34 16+28.55
HRE368-4 23+05.66 1^22’16.60" 136.89 273.77 N 89^01’54.44" E 273.77 21+68.77 24+42.54
HRE368-5 25+54.49 13^22’16.60" 111.94 222.87 S 84^58’05.56" E 222.37 24+42.54 26+65.41
HRE368-6 29+87.12 13^48’19.61" 138.74 276.13 S 85^11’07.06" E 275.46 28+48.38 31+24.51
HRE368-7 43+55.86 2^56’10.43" 154.54 309.02 N 89^22’48.34" E 308.98 42+01.31 45+10.33
HRE368-8 46+15.72 4^12’47.70" 105.39 210.68 N 88^44’29.71" E 210.63 45+10.33 47+21.01
HRW368 - PROPOSED WB HOV ENTRANCE RAMP
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
HRW368-1 11+37.43 0^41’15.24" 22904.15 137.43 274.86 N 83^30’09.30" E 274.86 10+00.00 12+74.86
HRW368-2 19+18.97 2^49’56.85" 5351.31 132.30 264.55 N 84^34’30.10" E 264.52 17+86.67 20+51.21
HRW368-3 20+93.07 1^40’26.92" 41.86 83.71 N 85^09’15.07" E 83.71 20+51.21 21+34.92
HRW368-4 22+38.68 5^24’01.13" 103.76 207.36 N 87^01’02.17" E 207.28 21+34.92 23+42.28
HRW368-5 27+45.63 0^41’40.39" 69.46 138.91 S 89^56’07.07" E 138.91 26+76.18 28+15.08
HRW368-6 32+66.65 12^57’31.64" 108.46 216.00 N 83^55’57.31" E 215.54 31+58.19 33+74.18
HRW368-7 36+02.56 10^27’31.64" 87.41 174.33 N 82^40’57.31" E 174.08 35+15.16 36+89.48
HRW368-8 53+65.01 2^21’04.59" 58.79 117.57 N 89^05’15.42" E 117.56 53+06.22 54+23.79
XRE378 - PROPOSED EB EXIT RAMP TO CARL RD
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
XRE378-1 10+80.00 3^11’56.76" 80.00 159.97 S 88^43’32.52" E 159.95 10+00.00 11+59.97
XRE378-2 13+91.05 2^18’08.49" 231.09 462.11 S 88^16’38.38" E 462.08 11+59.97 16+22.08
XRE378-3 22+97.94 2^39’34.25" 66.50 132.99 N 89^14’30.25" E 132.97 22+31.44 23+64.42
XRE378-4 22+41.42 4^03’19.01" 67.62 135.19 N 89^56’22.64" E 135.16 21+73.80 23+08.99
XRW355 - PROPOSED WESTBOUND EXIT RAMP TO MACARTHUR BLVD
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
XRW355-1 12+23.29 4^14’28.60" 223.29 446.37 N 87^20’54.87" E 446.26 10+00.00 14+46.37
XRW355-2 17+60.54 1^55’51.10" 96.56 193.10 N 86^11’36.12" E 193.09 16+63.98 18+57.08
XRW355-3 20+54.46 4^00’00.00" 100.05 200.01 N 85^09’31.68" E 199.97 19+54.41 21+54.43
XRW418 - PROPOSED WB EXIT RAMP TO O’CONNOR RD AND HOV ENTRANCE RAMP (ERWHOV)
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
XRW418-1 10+61.51 2^27’35.17" 61.51 123.00 N 89^13’24.25" E 122.99 10+00.00 11+23.00
XRW418-2 19+03.62 1^43’32.17" 347.13 694.21 S 88^41’02.08" E 694.18 15+56.49 22+50.70
XRW418-3 23+58.30 4^18’05.61" 107.60 215.09 S 85^40’13.19" E 215.04 22+50.70 24+65.80
XRW418-4 26+62.79 4^00’00.00" 100.05 200.01 S 85^31’10.39" E 199.97 25+62.74 27+62.75
XRW418-5 25+77.90 4^00’00.00" 100.05 200.01 S 85^31’10.39" E 199.97 24+77.85 26+77.87
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
OCBL-1 9+22.32 13^12’22.67" 132.66 264.15 N 7^04’56.15" W 263.56 7+89.66 10+53.80
OCBL-2 11+63.43 10^55’45.36" 109.63 218.60 N 8^13’14.81" W 218.27 10+53.80 12+72.40
OCBL-3 18+49.60 1^42’36.13" 42.76 85.51 N 1^54’04.07" W 85.50 18+06.84 18+92.35
UE-OCBL-1 12+56.67 41^47’11.47" 35.12 67.10 N 23^38’57.87" W 65.62 12+21.55 12+88.65
UE-OCBL-2 15+15.22 44^34’31.80" 37.71 71.58 N 19^31’53.77" E 69.78 14+77.51 15+49.09
UW-OCBL-1 12+78.37 46^44’01.22" 39.75 75.04 N 20^36’38.48" E 72.98 12+38.62 13+13.66
UW-OCBL-2 15+18.38 47^47’11.47" 40.76 76.73 N 26^38’57.87" W 74.53 14+77.63 15+54.36
CURVE P.I. STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTH
P.C.
STATION
P.T.
STATION
N 2^30’55.45" W
N 1^41’42.08" E
UE-CARL-1 12+95.65 45^45’41.86" 38.83 73.48 N 23^30’37.54" W 71.54 12+56.82 13+30.30
UE-CARL-2 14+90.64 44^29’58.10" 37.64 71.45 N 21^37’12.44" E 69.67 14+53.00 15+24.45
UW-CARL-1 13+05.37 44^18’10.97" 37.45 71.14 N 21^31’18.87" E 69.38 12+67.91 13+39.05
UW-CARL-2 15+00.83 44^51’36.35" 37.98 72.03 N 23^03’34.78" W 70.21 14+62.85 15+34.89
2865.00
23050.00
2865.00
2865.00
2865.00
1146.00
1146.00
2865.00
92.00
92.00
92.00
92.00
92.00
92.00
92.00
92.00
2865.00
2200.00
11459.00
955.00
955.00
2865.00
2865.00
11500.00
2865.00
1910.00
6030.00
5730.00
2865.00
3820.00
6030.00
2865.00
2865.00
2865.00
6030.00
1146.00
1146.00
2865.00
5120.00
3820.00
11439.00
955.00
1146.00
6030.00
2865.00
1910.00
2865.00
2865.00
2865.00
7639.00
2865.00
5730.00
140.00
125.00
5730.00
5730.00
2865.00
2865.00
8000.00
1910.00
2865.00
1910.00
1910.00
7639.00
1910.00
5730.00
2865.00
1432.00
955.00
2865.00
2865.00
5730.00
23088.00
2903.00
1432.00
5730.00
1910.00
1910.00
2844.00
125.00
22918.00
5300.00
11459.00
11459.00
22918.00
11459.00
11459.00
11459.00
22867.00
11510.00
10750.00
3820.00
10660.00
10750.00
22969.00
11408.00
ROAD CLOSED
AT NOISE WALL
ROAD CLOSED
AT NOISE WALL
ROAD CLOSED
AT NOISE WALL
O’CONNOR RD (OCBL), TRANSITIONS (OC-NT, OC-ST), & U-TURNS (UE-OCBL, UW-OCBL)
CARL RD U-TURNS (UW-CARL & UE-CARL) & TRANSITIONS (CRL-NT, CRL-ST)
OC-NT-1
OC-NT-2
OC-NT-3
OC-NT-4
OC-NT-5
OC-ST-1
OC-ST-2
OC-ST-3
OC-ST-4
OC-ST-5
CRL-NT-1
CRL-NT-2
CRL-NT-3
CRL-NT-4
CRL-ST-1
CRL-ST-2
CRL-ST-3
CRL-ST-4
7+75.20 1^54’35.49" 3000.00 50.00 100 N 2^28’17.64" E 100.00 7+25.20 8+25.20
10+66.92 2^08’46.50" 3000.00 56.20 112.38 N 0^26’36.64" E 112.37 10+10.72 11+23.10
16+05.36 3^46’17.68" 1000.00 32.93 65.83 N 2^30’55.45" W 65.81 15+72.43 16+38.26
17+34.56 3^46’17.67" 1000.00 32.93 65.83 65.81 17+01.63 17+67.46
8+17.87 4^30’18.60" 1000.00 39.34 78.63 N 2^52’55.91" W 78.61 7+78.53 8+57.16
10+66.08 4^30’18.60" 1000.00 39.34 78.63 N 2^52’55.91" W 78.61 10+26.74 11+05.37
16+16.18 4^38’57.38" 1000.00 40.59 81.15 81.12 15+75.59 16+56.73
18+32.04 4^38’57.38" 1500.00 60.89 121.72 N 1^41’42.08" E 121.68 17+71.15 18+92.86
8+90.06 7^30’15.71" 950.00 62.30 124.42 N 4^13’52.67" W 124.34 8+27.75 9+52.18
12+20.74 5^13’38.39" 1115.50 50.92 101.77 N 5^22’11.33" W 101.74 11+69.81 12+71.59
16+15.87 6^10’41.95" 900.00 48.57 97.05 N 5^50’43.11" W 97.00 15+67.29 16+64.34
17+49.88 6^06’30.51" 1000.00 53.36 106.61 N 5^52’48.83" W 106.56 16+96.52 18+03.13
18+31.86 1^09’20.10" 2849.00 28.73 57.46 N 2^14’53.52" W 57.46 18+03.13 18+60.59
8+61.26 13^12’22.67" 700.00 81.03 161.35 N 7^04’56.15" W 160.99 7+80.23 9+41.57
11+61.31 10^55’45.36" 1176.50 112.55 224.42 N 8^13’14.81" W 224.07 10+48.76 12+73.18
16+47.48 4^28’38.69" 1000.00 39.09 78.15 N 0^31’02.79" W 78.13 16+08.39 16+86.54
17+92.48 N 0^19’05.21" W
N 2^00’50.23" W
4^04’43.54" 1000.00 35.61 71.19 71.17 17+56.87 18+28.06
18+45.35 0^41’13.52" 2884.00 17.29 34.58 34.58 18+28.06 18+62.64
NOTE:
THE PROPOSED EB SH 183 FRONTAGE ROAD FROM
STA. 252+69 TO 308+00 WAS LET IN AUGUST 2010
TO GO TO CONSTRUCTION. THIS PROJECT INCLUDES
CONSTRUCTING ALL PROPOSED NOISE WALLS OUTSIDE
THE EB FRONTAGE ROAD BETWEEN STA. 262+46 AND
326+45 AND NOISE WALLS OUTSIDE THE WB FRONTAGE
ROAD BETWEEN STA. 367+16 AND 391+97.
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