TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
LEGEND:
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
EXISTING ROW
EXISTING PROPERTY LIMITS
POTENTIAL DISPLACEMENTS
PROPOSED ROW
PROPOSED EDGE OF PAVEMENT
PROPOSED PRELIMINARY NOISE WALL
PROPOSED BRIDGE BENT
PROPOSED BRIDGE ABUTMENT
EXISTING STORM SEWER
DIRECTION OF TRAVEL
PROPOSED CULVERT
PROPOSED BRIDGE
PROPOSED FRONTAGE ROAD
PROPOSED CROSS STREET
PROPOSED MAIN LANES
PROPOSED RAMP
EXISTING EASEMENT
PROPOSED SIDEWALK
PROPOSED ACCESS DENIAL
PAVEMENT / BRIDGE TO BE REMOVED
PROPOSED RETAINING WALL
PROPOSED MANAGED LANES
DALLAS COUNTY, TEXAS
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
PROPOSED CENTERLINE/BASELINE
EXISTING 100 YR FLOODPLAIN LIMITS
EXISTING BRIDGE TO REMAIN
EXISTING PLANIMETRIC FEATURES
EXISTING TOPOGRAPHIC CONTOURS (5-FT INTERVALS)
GENERAL NOTES:
TRAFFIC DIAGRAM
60%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e04-19-2016
04-19-2016
HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS
EXISTING ROADWAY TO REMAIN
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN I-635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END I-635 PROJECT
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
DALLAS COUNTY, TEXAS
04-19-2016
04-19-2016
C 2016 by Texas Department of Transportation all rights reserved
ROYAL LN/MILLER RD
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN I-635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END I-635 PROJECT
ROYAL LN/MILLER RD
C 2016 by Texas Department of Transportation all rights reserved
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
DALLAS COUNTY APPRAISAL DISTRICT (FEBRUARY 2014).
12. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM
WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.
11. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND
FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2001).
10. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA
RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).
9. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,
(UNLESS NOTED OTHERWISE).
8. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II
7. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).
6. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED
THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED.
PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS
PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT
PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY
FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT
THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE
5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO
DEVELOPED DURING PS&E DESIGN.
4. DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER
FINAL LOCATIONS TO BE DETERMINED DURING PS&E DEVELOPMENT.
3. SIDEWALK LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE.
2. TRAFFIC VOLUMES APPROVED BY TP&P ON XXXXXXXX XX, 2014.
ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
04-19-2016
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
04-19-2016
PARCEL ID100
PROPOSED ROW (BY OTHERS)
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJs: 2374-01-183, 2374-01-137, 2374-02-053
APRIL 2016
ROLL OF 23
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJs: 2374-01-183, 2374-01-137, 2374-02-053
APRIL 2016
ROLL OF 23
PROPOSED TRAFFIC BARRIER
PROPOSED DRAINAGE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 23.
SCHEMATIC ROLLS:
60 MPHMANAGED LANES:
BYPASS ROADS:
25 MPH
40 MPH
AVERAGE
DAILY TRAFFIC:
20 MPHTURNAROUNDS:
FRONTAGE RD LOOP RAMPS/CONNECTORS:
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 23.
SCHEMATIC ROLLS:
60 MPHMANAGED LANES:
BYPASS ROADS:
25 MPH
40 MPH
AVERAGE
DAILY TRAFFIC:
20 MPHTURNAROUNDS:
FRONTAGE RD LOOP RAMPS/CONNECTORS:
EXISTING ACCESS DENIAL
250,100 (2016)
340,700 (2036)
11.2 MILES 2.4 MILES
NOTE: TRAFFIC PROJECTIONS ARE CURRENTLY UNDER DEVELOPMENT & WILL BE PROVIDED WITH 90% SUBMITTAL
340,700 (2036)
250,100 (2016)
11.2 MILES 2.4 MILES
STA 156+68
END IH-30 IMPROVEMENTS
STA 29+87
BEGIN IH-30 IMPROVEMENTS
STA 156+68
END IH-30 IMPROVEMENTS
STA 29+87
BEGIN IH-30 IMPROVEMENTS
2.5%(TYP)
SH
10'
LN
12'
LN
12'
LN
12'
LN
12'
LN
12'10'
SH
EB GEN PURPOSE LNS
1
2.5%(TYP)
SH
10'12'
LNLN
12'
LN
12'
LN
12'
LN
12'
SH
10'
WB GEN PURPOSE LNS
2.0%
2'
11' 14'
1'
6'
LNLNLN SW
PGL
EB FRONT RD
15'
TYP
1
VAR
EXI
ST
RO
W
CTB
LB PEB635GPLB PWB635GP B PEB635FRL
1.5%
28'-39'
PGL
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
EXP
11'
LN
EXP
11'5' 5'
3' 3'
L
CTBPYLON PYLON
2.08% 1.56% 1.56% 2.08%
EX ROW VARIES 396'-884'
C IH635
SHSH
69'-84' EX PAVEMENT 69'-84' EX PAVEMENT
1 1
LN
AUX
LN
AUX
2.0%
VARIES
1.5%1
2'
14'
LN
11'
LN
1'
SW
6' 11'
LN
39'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
EXP
11'
LN
EXP
11'5' 5'
3' 3'
L
CTBPYLON PYLON
2.08% 1.56% 1.56% 2.08%
EX ROW VARIES 366'-639'
C IH635
SHSH
69'-84' EX PAVEMENT 69'-84' EX PAVEMENT
1 1
LN
AUX
LN
AUX
2.0%1 1
LB
HS
4'
LN
14'
SH
8'
26'
NOTES:
4:1 MAX
6:1 DESIRABLE
3:1 MAX
4:1 DESIRABLE
1
2
3 3' DIAMETER BRIDGE COLUMN
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
2.0%
PGL
12' 12'
2.5%(TYP) 2.5%(TYP)
PGL
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
SH
10'
LN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN LN
12'
LN
12'
LN
12'
SH
10'
2'
11' 14'
1'
2.0%
2' 1'
11'14'
28'-53' 38'38'
6'
LNLNLN LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
PGL
4' 4'
EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
111 1
CTB
2'2'15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL
1.5%1.5%
28'-39'
12' 12' 12'
VARVAR
LN
0-14'
80' 80'
12' 12'
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
38'38'
4' 4'
EB MAN LNSWB MAN LNS
1'
HS
HS
1' 1'
1'
2.5%(TYP)2.5%(TYP)
4'-8'
80' 80'
12' 12'
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
SH
10'
LNLN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN LN LN
12'
LN
12'
LN
12'
SH
10'0-12'
2'
11' 14'
1'2' 1'
11'14'
28'-39' 80'-92' 38'38'
6'
LNLNLN LNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNSEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
2'2'
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL
12' 12' 12'
80'-92'
0-12'
VARVAR
CTB
CTBPGL
CTB
2.5%(TYP)
PGL
2.5%(TYP)
2.0%111.5%
4'-15'
EXI
ST
RO
W
28'
EB FR RD
2.0%
PGL
11
1.5%
PGL PGL
PGL PGL
4'
EXI
ST
RO
W
0'-8.63'
CANTILEVER
WB GP LN
0'-5.36'
CANTILEVER
EB GP LN
PGL PGL
PGL
2.0%
2' 1'
11'14'
28'-53'
LNLNLNSW
6'
WB FRONT RD
11
TYP
15'
LB PWB635FR
1.5%
VAR
LN
0-14'
EXI
ST
RO
W
11'
2.5%(TYP)
SH
10'
LNLN
12'
LN
12'
LN
12'
LN
12'
LN
12'10'
SH
EB GEN PURPOSE LNS
1
0-12'
2.5%(TYP)
SH
10'12'
LNLN LN
12'
LN
12'
LN
12'
LN
12'
SH
10'0-12'
80'-92'
WB GEN PURPOSE LNS
VAR
1 2.0%
2'
11' 14'
1'
6'
LNLNLN SW
PGL
EB FRONT RD
15'
TYP
1
VAR
2.0%
2' 2'
LNLNSW
6'
TYP
15'
1
EXI
ST
RO
W
EXI
ST
RO
W
80'-92'
LB PEB635GPLB PWB635GPLB PWB635FR B PEB635FRL
1.5%1.5%
28'-39'
PGL
12' 12'
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
38'38'
4' 4'
EB MAN LNSWB MAN LNS
1'
HS
HS
4'
1' 1'
1'
2.5%(TYP)2.5%(TYP)
2' 2'
RD (EX)WB FRONT
LN
28'-39'
14' 11'
PGLPGL
8.63'-25'
CANTILEVER
WB GP LN
5.36'-36'
CANTILEVER
EB GP LN
PGL
EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93
WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99
STA 838+76 TO STA 844+51
PROPOSED IH 635
EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93
WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99
EB STA 875+35 TO STA 929+93
WB STA 875+35 TO STA 924+85
PROPOSED IH 635
EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93
WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99
STA 844+51 TO STA 856+37
PROPOSED IH 635(MIRROR FOR EB)
1-LANE RAMP
PROPOSED IH 635
PROP ROW VARIES 415'-427'
PROP ROW VARIES 397'-415'
PROP ROW 397'
PROP ROW VARIES 366'-459'
STA 812+00 TO 877+00
EXISTING IH 635STA 877+00 TO STA 971+00
EXISTING IH 635
WB MAIN LANESWB MAIN LANES EB MAIN LANESEB MAIN LANESWB FRONT RD
EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93
WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99
STA 856+37 TO STA 875+35
PROPOSED IH 635
EXI
ST
RO
W
62'
11'
LN
2.0%
1'2'24'
28'
SWUTURN
2.0%
11'
LN
2'
62'
11' 14'
LN
1'
LN
11'
LN
11'
LN
11'
LN
PGL
LC PCEN
3
10'
27'
5' 6'3'
2.0% 2.0%
3
2'24'
28'
UTURN
2'
27'
10'
SW
5'3'
6'
6'
LN
14'
62'
11'
LN
2.0%
1'2'24'
28'
SWUTURN
2.0%
11'
LN
2'
62'
11' 14'
LN
1'
LN
11'
LN
11'
LN
11'
LN
PGL
LC PCEN
10'
27'
5'
2.0% 2.0%
2'24'
28'
UTURN
2'
27'
10'
SW
5'
6'
LN
14'10' 10'
STA 18+81.47 TO STA 23+27.39
STA 11+83.62 TO STA 14+90.34
PROPOSED CENTERVILLE ROAD
LNLNLN LN LNLN
LC PCEN
PGL
6'-17' 33'-61'
SW SWLN LN
11'-14'
LN LN
33'-61'
11'-14'
0'-2'0'-2'
11'
0'-1'0'-1'
EXI
ST/
PR
OP
RO
W
VAR
15'-21'
VAR
11'-23'
EXI
ST/
PR
OP
RO
W
1 1
11'11' 11'
*14'
*14'
*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE
STA 17+31.79 TO STA 18+81.47
STA 14+90.34 TO STA 16+45.06
PROPOSED CENTERVILLE ROAD
*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE
BRIDGE STRUCTURE NOT SHOWN
STA 16+45.06 TO STA 17+31.79
PROPOSED CENTERVILLE ROAD
*14'
*14'
LN
10'
LN
10'
LN
10'
LN
10'
LN LN
10'10'
40'40'
LN
10' 10'
LN
2'
SW SW
LN LN LNLN LN LNLN LN
STA 18+81.47 TO STA 23+27.39
STA 11+83.62 TO STA 14+93.96
EXISTING CENTERVILLE ROAD
STA 14+93.96 TO STA 18+81.47
EXISTING CENTERVILLE ROAD
VAR VAR
33'-50' 4'-16'
LN
33'-50'
LN
VAR
EXI
ST
RO
W
10'-26'
VAR
10'-28'
VAR VAR
VAR (2.0%) VAR (2.0%)
535
535
540
540
540540
540
540
545
545
545
545
545
545
545
545
545
545
545
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
555
555
555
555
555
555
555
555
555
555
555
555
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
560
565
565
565
565
565
565
565
565
565
565
565
570
530
535
535
535
540
540
540
540
540
540
540
545
545
545
545
545
545
545
550
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
PileD
irt
PileD
irt
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T T
T
T
T
T
TT
T
T
TT TT
T T T
TT
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
ss
s
ss
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT
T
T
TT
T
T
T
T T
T
T
TT
T TT
TT
T
T
T
TT
T
T
T
TT
T T
TT
T
TT
T
TT
T
T
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODENO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
251
278
290
258
294257
259
270
260
256
272
262
254
271
261
255
252
263
267
253
269266
264
295 296 297 298 299
293
274276275
282 283
279
284
292287
285
280
289288286
277281
265
250
268
535
536
537
538
539
540
10
+00
15
+00
20
+00
25
+00
10+00
15+00
20+00
880+00
885+00
890+00
895+00
900+00
905+00
910+00
10+00
15+00
20+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
10+00
15+00
20+00
845+00
850+00
855+00
860+00
865+00
870+00
875+00
840+00
845+00
850+00
855+00
860+00
865+00
870+00
875+00
880+00885+00
890+00
895+00
900+00
905+00
910+00
840+00
845+00
850+00
855+00
860+00
865+00
870+00
875+00880+00 885+00
890+00
895+00
900+00
905+00
910+00
840+00
845+00
850+00
855+00
860+00
865+00
870+00
875+00
880+00
885+00
890+00
895+00
900+00
905+00
840+00
845+00
850+00
855+00
860+00
865+00
870+00
875+00
880+00885+00
890+00
895+00
900+00
905+00
910+00
15+00
20+00
MARKETPLACE DR
SATURN RD
W
CE
NT
ER
VIL
LE
RD
EASTG
ATE
DR
LONG BRANCH CREEK RD
FE
RG
US
ON
910+00
559.7
558.4
557.7
557.6
558.0
558.7
559.3
560.0
560.6
561.3
561.8
562.0
561.8
561.3
560.7
560.3
559.8
559.2
558.7
558.3
557.9
557.9
558.4
558.9
559.4
559.8
560.4
560.8
561.4
561.9
562.3
563.1
564.2
565.6
567.2
568.5
570.1
571.6
572.8
551.4
568.9
571.6
570.1
568.8
567.3
565.6
564.1
562.4
560.8
559.3
557.9
556.7
555.8
555.1
554.3
553.5
552.7
551.8
551.0
550.2
549.2
548.4
547.5
546.7
545.9
545.1
544.2
543.3
542.3
541.5
540.7
539.8
539.0
VPI STA = 888+00.00
EL = 531.48
(+)0.50% (-)0.85%
L = 210.00
K = 155
ex = -0.35'
VP
C
ST
A 886
+95.00
EL
=530.95
VP
T
ST
A 889
+05.00
EL
=530.59
525.96
526.46
526.96
527.46
527.97
528.47
528.97
529.47
529.97
530.48
530.98
531.13
530.63
529.78
528.93
528.08
527.23
526.38
525.53
524.68
523.83
522.98
522.13
521.28
520.43
519.58
518.73
517.88
517.03
516.18
515.33
514.48
513.63
512.78
566.10
563.27
560.91
559.24
558.27
558.00
558.40
559.03
559.66
560.29
560.92
561.51
561.63
561.23
560.73
560.23
559.73
559.23
558.73
558.23
557.98
558.23
558.73
559.23
559.73
560.23
560.73
561.23
561.73
562.23
562.82
564.03
565.96
568.61
571.61
574.29
576.34
577.76
578.55
578.71
578.24
577.13
575.40
573.03
570.11
567.11
564.11
561.46
559.54
558.33
557.48
556.63
555.78
554.93
554.08
553.23
552.38
551.53
550.68
549.83
548.98
548.13
547.28
546.43
545.58
544.73
543.88
543.03
542.18
541.33
540.48
539.63
538.78
L = 500.00
K = 144
ex = 2.17'
(+)0.63%
VPI STA = 841+30.00
EL = 556.70
(-)2.85%
VP
T
ST
A 850
+60.00
EL
=561.43
VP
C
ST
A 848
+60.00
EL
=561.30
L = 200.00
K = 177
ex = -0.28'
(-)0.50%
VPI STA = 849+60.00
EL = 561.93
(+)0.63%
(-)0.50%
VPI STA = 858+00.00
EL = 557.73
(+)0.50%
ex = 0.25'
L = 200.00
K = 200
VP
C
ST
A 857
+00.00
EL
=558.23
VP
T
ST
A 859
+00.00
EL
=558.23
VP
C
ST
A 867
+50.00
EL
=562.48
VP
T
ST
A 871
+00.00
EL
=568.61
L = 350.00
K = 140
ex = 1.09'
(+)0.50%
VPI STA = 869+25.00
EL = 563.36
(+)3.0
0%
VP
C
ST
A 872
+00.00
EL
=571.61
VP
T
ST
A 881
+50.00
EL
=571.61
L = 950.00
K = 158
ex = -7.12'
(+)3.0
0%
VPI STA = 876+75.00
EL = 585.86
(-)3.00%
VP
C
ST
A 884
+00.00
EL
=564.11
VP
T
ST
A 887
+00.00
EL
=558.33
(-)3.00%
VPI STA = 885+50.00
EL = 559.61
(-)0.85%
ex = 0.81'
L = 300.00
K = 140
(+)0.63%
VPI STA = 849+75.00
EL = 561.86
(-)0.50%
ex = -0.28'
L = 200.00
K = 177
VP
C
ST
A 848
+75.00
EL
=561.23
VP
T
ST
A 850
+75.00
EL
=561.36
VPI STA = 858+00.00
EL = 557.73
(-)0.50% (+)0.50%
ex = 0.25'
L = 200.00
K = 200
VP
C
ST
A 857
+00.00
EL
=558.23
VP
T
ST
A 859
+00.00
EL
=558.23
559.23
558.88
559.50
560.13
560.76
561.37
561.57
561.23
560.73
560.23
559.73
558.73
558.23
557.98
558.23
558.73
559.23
559.73
560.23
560.73
561.23
561.73
562.23
562.73
563.59
565.16
567.45
570.36
573.34
575.84
577.68
578.86
579.38
579.23
578.43
576.96
574.83
572.06
569.10
566.15
563.19
560.59
558.68
557.48
556.63
555.78
554.93
554.08
553.23
552.38
551.53
550.68
549.83
548.98
548.13
547.28
546.43
545.58
544.73
543.88
543.03
542.18
541.33
540.48
539.63
538.78
L = 350.00
K = 140
ex = 1.09'
EL = 563.61
VPI STA = 869+75.00
(+)0.50% (+)3.0
0%
VP
C
ST
A 868
+00.00
EL
=562.73
VP
T
ST
A 871
+50.00
EL
=568.86
VP
C
ST
A 872
+75.00
EL
=572.61
VP
T
ST
A 881
+75.00
EL
=572.80
L = 900.00
K = 151
ex = -6.70'
(-)2.96%
VPI STA = 877+25.00
EL = 586.11
(+)3.0
0%
L = 300.00
K = 142
ex = 0.79'
VPI STA = 886+50.00
EL = 558.76
(-)2.96% (-)0.85%
VP
C
ST
A 885
+00.00
EL
=563.19
VP
T
ST
A 888
+00.00
EL
=557.48
559.7
L
EL
=558.28
VP
T
ST
A 843
+80.00
VP
C
ST
A 864
+25.00
EL
=539.09
(+)0.50% (-)2.02%
VP
T
ST
A 868
+25.00
EL
=536.05
VPI STA = 874+00.00
EL = 524.45
L = 350.00
K = 139
ex = 1.10'
(-)2.02% (+)0.50%
VP
C
ST
A 872
+25.00
EL
=527.98
525.46
525.16
525.55
526.67
528.49
530.50
532.52
534.54
536.54
538.08
539.00
539.28
538.96
538.46
537.96
537.46
L
LB PCEN STA 16+88.43, EL=551.64'
C PIH635 STA 877+15.76=
PROP CENTERVILLE RD
18'5"
MI
N.
CL
R.
17'5"
MI
N.
CL
R.
558.60
559.03
560.17
570.37
567.47
564.56
562.01
(-)2.90%
VPI STA = 842+50.00
EL = 557.31
(+)0.63%
VP
C
ST
A 840
+00.00
EL
=564.56
VP
T
ST
A 845
+00.00
EL
=558.88
ex = 2.21'
L = 500.00
K = 142
(-)2.87%
VPI STA = 847+50.00
EL = 561.85
(+)0.63%
L = 530.00
K = 152
ex = -2.32'
VP
T
ST
A 850
+15.00
EL
=554.25
VP
C
ST
A 844
+85.00
EL
=560.18
VP
C
ST
A 854
+45.00
EL
=541.93
VP
T
ST
A 859
+05.00
EL
=536.49
L = 460.00
K = 137
ex = 1.94'
(+)0.50%
VPI STA = 856+75.00
EL = 535.34
(-)2.87%
560.01
560.27
560.47
558.89
557.11
554.68
551.82
548.95
546.08
543.22
540.46
538.36
537.00
536.36
536.46
536.96
SHIFT PEB635GP PGL 52' LT TO PIH635 PGL
SHIFT PWB635GP PGL 52' RT TO PIH635 PGL
C PIH635 STA 844+84.83, EL. 560.18'
BEGIN PIH635 PGL FOR MANAGED LANES
VP
C
ST
A 838
+80.00
EL
=563.82
VPI STA = 866+25.00
EL = 540.09
L = 400.00
K = 159
ex = -1.26'
EL
=525.33
VP
T
ST
A 875
+75.00
STA 874+98BEGIN BRIDGE
STA 875+42BEGIN BRIDGE
STA 879+32END BRIDGE
3:1
3:1
3:1
3:1
OVER DEPRESSED MANAGED LANES
IH 635 GENERAL PURPOSE LANES CANTILEVER
(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED
(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANES
WB GP LANES CANTILEVERED
MI
N.
CL
R.
18'11"
(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED
(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANES
WB GP LANES CANTILEVERED
NOTE 3: ALL BENTS CANTILEVERED OVER THE DEPRESSED MANAGED LANE SECTION ARE INVERTED T'S WITH A DEPTH OF 2.5'
NOTE 2: CENTERVILLE RD CROSS STREET OVERPASSES DEPRESSED IH 635 MANAGED LANES
NOTE 1: EB/WB IH 635 GENERAL PURPOSE LANES OVERPASS CENTERVILLE RD CROSS STREET
MI
N.
CL
R.
20'0"
CENTERVILLE RD.SATURN RD.
PROP PIH635 PGL
LC
SJ 2374-02-053
C
PI
H635
ST
A 839
+00
MA
TC
H
LI
NE
SH
EE
T 5
LC
SJ 2374-02-053
C
PI
H635
ST
A 910
+00
MA
TC
H
LI
NE
SH
EE
T 7
6
C
SJ 2374-02-053
MA
TC
H
LI
NE
SH
EE
T 5
ST
A 839
+00
EXI
ST
EL.
PR
OP
PI
H635
PG
L
C
SJ 2374-02-053
MA
TC
H
LI
NE
SH
EE
T 7
ST
A 910
+00
610
520
530
540
550
560
570
580
590
600
510
500
N
6
490
480
610
520
530
540
550
560
570
580
590
600
510
500
490
480
C PIH635L
L
PWB635FR-A-45
PWB635FR-A-46
PWB635FR-A-47
PWB635FR-A-48 PWB635FR-B-1
PWB635FR-B-2
L
L
PRWECEN-1
PRWECEN-2
PRWECEN-3
PRWECEN-4
L
PWB635GP-26
B PEB635GPL
PEB635GP-26
PEB635GP-27
PREXCEN-2
PREXCEN-3
PREXCEN-4
B PREXCENL
B PEB635FRL
PEB635FR-42
PEB635FR-44
PEB635FR-45
PEB635FR-46
PEB635FR-47
PREENWH-1
PREENWH-2
PREENWH-3
PREENWH-4
B PREENWHL
C PCENL
B PREECENLPREECEN-1
PREECEN-2
PREECEN-3
PREECEN-4
PREECEN-5
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
PROP ROW
PROP ROW
B PRWXNWH
B PRWXCENL
L
PRWXCEN-1
PRWXCEN-2
PRWXCEN-3
PRWXCEN-4
PRWXNWH-1
PRWXNWH-2
PRWXNWH-3
PRWXNWH-4
C PCEN STA 11+83.62
BEGIN CONSTRUCTION
W CENTERVILLE RD
C PCEN STA 23+27.39
END CONSTRUCTION
W CENTERVILLE RD
L
L
PCEN STA 16+88.43
PIH635 STA 877+15.76
PIH635-24
PEB635GP-23
PEB635GP-24
PEB635GP-25
PWB635GP-22
PWB635GP-23
PWB635GP-24
PWB635GP-25
PWB635FR-A-43
PWB635FR-A-44
B PRWECEN
B PWB635FR-A
B PWB635FR-B
910+00840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00
PR
OP
PE
B535
GP
PG
L
PR
OP
PW
B535
GP
PG
L
SATURN RD.
CENTERVILLE RD.
PIH635-22
PIH635-23
TAYLOR H. PERRINE 116960TAYLOR H. PERRINE 116960
PROP ROW
B PWB635GP
UNDER CONSTRUCTIONPROP NOISE WALL
ID # SITE ADDRESS OWNER OCCUPANT
250 2120 EASTGATE DR ELLER MEDIA COMPANY BILLBOARD SITE
251 11820 SHILOH RD TEXAS UTILITIES ELEC CO VACANT
252 2010 EASTGATE DR EASTGATE PARTNERS LLC FLOORING AMERICA
253 2002 EASTGATE DR W PARNELL III LLC CHICKEN EXPRESS
254 1910 EASTGATE DR EASTGATE FUNERAL HOME INC EASTGATE FUNERAL HOME
255 1902 EASTGATE DR ZIMU REALTY LLC EL CHICO RESTAURANT 103
256 1810 EASTGATE DR EAI REALTY INC REMINGTON COLLEGE
257 1800 EASTGATE DR EAI REALTY OF TEXAS LPCAMPUS
REMINGTON COLLEGE DALLAS
258 1700 EASTGATE DR AMBERTON UNIVERSITY AMBERTON UNIVERSITY
259 1640 EASTGATE DR EAI REALTY INC REMINGTON COLLEGE
260 1540 EASTGATE DR ARC CAFEUSA001 LLC FURRS FRESH BUFFET
261 1500 EASTGATE DR HALLE PROPERTIES LLC DISCOUNT TIRE
262 11601 FERGUSON RD TEXAS UTILITIES ELEC CO VACANT
263 1440 EASTGATE DR SUN SCP INVEST CO LLC APPLEBEES
264 1418 EASTGATE DR GARLAND EASTGATE LP VACANT
265 1411 EASTGATE DR AMERICAN CARRIERS INC AMERICAN CARRIERS INC
266 5013 SATURN RD EASON KENNETH D & SHELL
267 1313 W CENTERVILLE RD SEGURA I LLC & IHOP
268 1318 W CENTERVILLE RD CASH LBJ LTD LAND
269 1318 W CENTERVILLE RD CASH LBJ LTD CASH AMERICA PAWN
270 1328 W CENTERVILLE RD MOODY CAROL D ET AL OCEAN BUFFET
271 1330 W CENTERVILLE RD COYOTE MOTORSPORTS DALLAS HARLEY DAVIDSON
272 1340 W CENTERVILLE RD GRIFFITH BALIE & BEVERLY CHUCK E CHEESES
274 5301 LA JOLLA DRFUND I LP
MAGELLAN FUNDING PARTNERS
RESIDENTIAL
SINGLE FAMILY
275 5305 LA JOLLA DR BRITO GUSTAVORESIDENTIAL
SINGLE FAMILY
276 5309 LA JOLLA DR LAMPL LEE ANNRESIDENTIAL
SINGLE FAMILY
277 5313 LA JOLLA DR GUERRERO AZUCENA CRESIDENTIAL
SINGLE FAMILY
279 5317 LA JOLLA DR SANDOVAL JUAN & ADELARESIDENTIAL
SINGLE FAMILY
280 5321 LA JOLLA DR CRUZ MARTINRESIDENTIAL
SINGLE FAMILY
281 5325 LA JOLLA DR HOLT JOHN DOUGLASRESIDENTIAL
SINGLE FAMILY
282 5401 LA JOLLA DR BEELER IRENE EST OFRESIDENTIAL
SINGLE FAMILY
283 5405 LA JOLLA DR JIMENEZ JUAN RAMON FLORES &RESIDENTIAL
SINGLE FAMILY
284 5409 LA JOLLA DRPALESTINO
ORTEGA BALTAZAR & ALMA G
RESIDENTIAL
SINGLE FAMILY
285 5413 LA JOLLA DR NERIO FRANCISCO & RUPERTA ARESIDENTIAL
SINGLE FAMILY
286 5417 LA JOLLA DR MOLINA MARIA BERNADARESIDENTIAL
SINGLE FAMILY
287 5421 LA JOLLA DR FLEMING GREGORY ALLENRESIDENTIAL
SINGLE FAMILY
288 5425 LA JOLLA DR CAJAS MONICA & OSWALDO A JRRESIDENTIAL
SINGLE FAMILY
289 5429 LA JOLLA DR TARBERT LLCRESIDENTIAL
SINGLE FAMILY
290 11200 LBJ FWY TEXAS UTILITIES ELECTRIC COLINE
OVERHEAD TRANSMISSION
292 5433 LA JOLLA DR IRAHETA SANTOS &RESIDENTIAL
SINGLE FAMILY
293 5437 LA JOLLA DR YAP KENG PINGRESIDENTIAL
SINGLE FAMILY
294 1126 BIRCHWOOD DR GARLAND CITY OF PARK
295 1121 ROCKLEDGE DR BRADBURN PATRICIA EST OFRESIDENTIAL
SINGLE FAMILY
296 1201 ROCKLEDGE DRTRUSTEES
ALEXANDER JOHN W & SUSSAN M
RESIDENTIAL
SINGLE FAMILY
297 1205 ROCKLEDGE DR FIGUEROA CARLOSRESIDENTIAL
SINGLE FAMILY
298 1209 ROCKLEDGE DR JONGUITUD FERNANDO MRESIDENTIAL
SINGLE FAMILY
299 1213 ROCKLEDGE DR REED DONRESIDENTIAL
SINGLE FAMILY
535 11611 FERGUSON RD EXPONENTIAL PPTY GROUP V LLC HONEY CREEK APT
536 1214 W CENTERVILLE RD BONIUK INTERESTS LTD AUTOZONE
537 1310 W CENTERVILLE RD WENWOP LP WENDYS
538 11770 FERGUSON RD L & M BUSINESS VENTURE LLC TEXACO
539 11760 FERGUSON RD EYAL DALLAS HOLDINGS LLC ASPEN CHASE APTS
540 11740 FERGUSON RD CENTURY FERGUSON LLC STRIP SHOP CENTER
PEB635FR-43
EASEMENTPROP DRAINAGE
PEB635FR-41
PCEN STA 16+40.71
PEB635GP STA 876+96.52
PCEN STA 17+27.86
PWB635GP STA 877+37.32
8-8'X5' MBC
PROP
SUPERELEVATION
6-7'X4' MBC
REMOVE EXIST
4-5'X2' MBC
REMOVE EXIST
3-6'X3' MBC
REMOVE EXIST
EASEMENTPROP DRAINAGE
1-10'X7' MBC
PROP
1-7'X6' MBC
PROP 1-9'X9' MBC
PROP
PROPOSED IH 635 MAINLANES (60 MPH)
TYPICAL SECTIONS
EASEMENTPROP DRAINAGE
BASELINEBEGIN TRANSITION END TRANSITION
STA e STA e
PREXCEN (40 MPH) 18+33.00 -2.50% 18+46.00 -2.00%
PRWECEN (40 MPH) 17+38.00 2.50% 17+51.00 2.00%
PREENWH (40 MPH) 16+12.00 -2.00% 16+25.00 -2.50%
PRWXNWH (40 MPH) 15+82.00 2.00% 15+95.00 2.50%
PREECEN (40 MPH) 16+04.00 -2.00% 16+17.00 -2.50%
PRWXCEN (40 MPH) 16+22.00 2.00% 16+35.00 2.50%
NOISE WALL BEGIN PROP
END PROP NOISE WALL
END PROP NOISE WALL
END PROP NOISE WALL
END PROP NOISE WALL
BEGIN PROP NOISE WALL
WALLBEGIN PROP NOISE
END PROP NOISE WALL
BEGIN PROP NOISE WALL
WALLEND PROP NOISE
BEGIN PROP NOISE WALL
END PROP NOISE WALL
NOISE WALLBEGIN PROP
END PROP NOISE WALL
BEGIN PROP NOISE WALL
(SIGNALIZED INTERSECTION)
SHIFT B 14.26' RT
BEGIN PWB635FR-B STA 879+64.52
PCEN STA 18+95.73
END PWB635FR-A STA 879+64.52=
L
ROLL 6
BASELINE CURVE P.I. STA DELTA RADIUS (FT)LENGTH (FT)
TANGENT
(FT)
CURVE LENGTHCHORD BEARING
(FT)
CHORD LENGTHP.C. STA P.T. STA BACK TANGENT AHEAD TANGENT
PEB635FR-41 840+31.86 3° 32' 53.85" (LT) 2000.00 61.95 123.86 S 55° 51' 59.75" E 123.84 839+69.91 840+93.77 S 54° 05' 32.82" E S 57° 38' 26.67" E
PEB635FR-42 845+06.30 3° 32' 53.92" (RT) 2004.00 62.07 124.11 S 55° 51' 59.71" E 124.09 844+44.23 845+68.34 S 57° 38' 26.67" E S 54° 05' 32.76" E
PEB635FR-43 869+12.36 5° 51' 35.08" (RT) 2000.00 102.36 204.54 S 51° 09' 45.21" E 204.45 868+10.00 870+14.54 S 54° 05' 32.76" E S 48° 13' 57.67" E
PEB635FR-44 871+16.75 5° 51' 04.21" (LT) 2000.00 102.21 204.24 S 51° 09' 29.78" E 204.16 870+14.54 872+18.79 S 48° 13' 57.67" E S 54° 05' 01.88" E
PEB635FR-45 885+43.99 8° 53' 24.89" (RT) 6500.00 505.30 1,008.57 S 49° 38' 19.44" E 1007.55 880+38.69 890+47.25 S 54° 05' 01.88" E S 45° 11' 37.00" E
PEB635FR-46 895+64.21 5° 07' 35.04" (LT) 2000.00 89.53 178.95 S 47° 45' 24.52" E 178.89 894+74.68 896+53.63 S 45° 11' 37.00" E S 50° 19' 12.04" E
PEB635FR-47 897+43.16 5° 07' 35.04" (RT) 2000.00 89.53 178.95 S 47° 45' 24.52" E 178.89 896+53.63 898+32.57 S 50° 19' 12.04" E S 45° 11' 37.00" E
(60 MPH)
PEB635GP
PEB635GP-23 838+84.10 2° 30' 30.88" (LT) 12000.00 262.74 525.40 S 55° 20' 48.26" E 525.35 836+21.36 841+46.75 S 54° 05' 32.82" E S 56° 36' 03.70" E
PEB635GP-24 844+09.50 2° 30' 30.95" (RT) 12000.00 262.74 525.40 S 55° 20' 48.23" E 525.36 841+46.75 846+72.15 S 56° 36' 03.70" E S 54° 05' 32.76" E
PEB635GP-25 856+26.08 1° 05' 34.29" (LT) 12000.00 114.45 228.89 S 54° 38' 19.90" E 228.88 855+11.64 857+40.52 S 54° 05' 32.76" E S 55° 11' 07.04" E
PEB635GP-26 858+54.97 1° 05' 34.29" (RT) 12000.00 114.45 228.89 S 54° 38' 19.90" E 228.88 857+40.52 859+69.41 S 55° 11' 07.04" E S 54° 05' 32.76" E
PEB635GP-27 886+72.93 8° 54' 00.43" (RT) 11990.00 933.12 1,862.48 S 49° 38' 32.54" E 1860.61 877+39.81 896+02.29 S 54° 05' 32.76" E S 45° 11' 32.32" E
PIH635-22 838+77.00 3° 01' 45.07" (LT) 12052.00 318.66 637.18 S 53° 41' 18.13" E 637.11 835+58.33 841+95.51 S 52° 10' 25.59" E S 55° 12' 10.66" E
PIH635-23 845+68.09 1° 06' 37.84" (RT) 12052.00 116.80 233.59 S 54° 38' 51.74" E 233.59 844+51.29 846+84.89 S 55° 12' 10.66" E S 54° 05' 32.82" E
PIH635-24 885+55.95 8° 54' 00.50" (RT) 12000.00 933.90 1,864.04 S 49° 38' 32.57" E 1862.17 876+22.05 894+86.09 S 54° 05' 32.82" E S 45° 11' 32.32" E
(40 MPH)
PREECEN
PREECEN-1 10+70.92 7° 43' 41.19" (LT) 1050.00 70.92 141.62 S 52° 50' 34.71" E 141.52 10+00.00 11+41.62 S 48° 58' 44.11" E S 56° 42' 25.31" E
PREECEN-2 12+24.98 9° 04' 41.45" (RT) 1050.00 83.36 166.37 S 52° 10' 04.58" E 166.19 11+41.62 13+07.99 S 56° 42' 25.31" E S 47° 37' 43.85" E
PREECEN-3 14+62.53 1° 29' 18.73" (RT) 11896.00 154.54 309.06 S 46° 53' 04.49" E 309.05 13+07.99 16+17.05 S 47° 37' 43.85" E S 46° 08' 25.13" E
PREECEN-4 17+67.16 3° 14' 41.02" (LT) 5300.00 150.11 300.15 S 47° 45' 45.64" E 300.11 16+17.05 19+17.19 S 46° 08' 25.13" E S 49° 23' 06.14" E
PREECEN-5 20+56.29 4° 11' 33.82" (RT) 3800.00 139.10 278.07 S 47° 17' 19.23" E 278.01 19+17.19 21+95.27 S 49° 23' 06.14" E S 45° 11' 32.32" E
(40 MPH)
PREENWH
PREENWH-1 10+56.21 6° 07' 41.15" (LT) 1050.00 56.21 112.30 S 57° 09' 23.33" E 112.25 10+00.00 11+12.30 S 54° 05' 32.76" E S 60° 13' 13.90" E
PREENWH-2 11+68.51 6° 07' 41.15" (RT) 1050.00 56.21 112.30 S 57° 09' 23.33" E 112.25 11+12.30 12+24.61 S 60° 13' 13.90" E S 54° 05' 32.76" E
PREENWH-3 17+76.75 3° 16' 15.15" (LT) 5300.00 151.32 302.56 S 55° 43' 40.33" E 302.52 16+25.42 19+27.99 S 54° 05' 32.76" E S 57° 21' 47.91" E
PREENWH-4 19+99.88 2° 10' 06.52" (RT) 3798.48 71.89 143.76 S 56° 16' 44.65" E 143.75 19+27.99 20+71.75 S 57° 21' 47.91" E S 55° 11' 41.39" E
(40 MPH)
PREXCEN
(40 MPH)
PRWECEN
PRWECEN-1 11+48.87 4° 29' 13.16" (LT) 3800.00 148.87 297.59 S 56° 36' 34.01" E 297.51 10+00.00 12+97.59 S 54° 21' 57.43" E S 58° 51' 10.59" E
PRWECEN-2 15+17.89 4° 45' 37.76" (RT) 5300.00 220.31 440.36 S 56° 28' 21.71" E 440.23 12+97.59 17+37.95 S 58° 51' 10.59" E S 54° 05' 32.82" E
PRWECEN-3 20+29.16 4° 29' 45.43" (LT) 1050.00 41.22 82.39 S 56° 20' 25.54" E 82.37 19+87.95 20+70.34 S 54° 05' 32.82" E S 58° 35' 18.25" E
PRWECEN-4 21+25.62 6° 01' 41.05" (RT) 1050.00 55.29 110.47 S 55° 34' 27.73" E 110.42 20+70.34 21+80.81 S 58° 35' 18.25" E S 52° 33' 37.20" E
(40 MPH)
PRWXCEN
PRWXCEN-1 10+57.72 6° 17' 35.13" (RT) 1050.00 57.72 115.33 S 41° 47' 11.82" E 115.27 10+00.00 11+15.33 S 44° 55' 59.38" E S 38° 38' 24.26" E
PRWXCEN-2 11+75.43 6° 33' 08.07" (LT) 1050.00 60.10 120.08 S 41° 54' 58.29" E 120.01 11+15.33 12+35.40 S 38° 38' 24.26" E S 45° 11' 32.32" E
PRWXCEN-3 18+19.78 3° 59' 05.59" (RT) 5300.00 184.38 368.61 S 43° 11' 59.53" E 368.54 16+35.40 20+04.01 S 45° 11' 32.32" E S 41° 12' 26.74" E
PRWXCEN-4 21+36.21 3° 59' 05.59" (LT) 3800.00 132.20 264.29 S 43° 11' 59.53" E 264.23 20+04.01 22+68.30 S 41° 12' 26.74" E S 45° 11' 32.32" E
(40 MPH)
PRWXNWH
PRWXNWH-1 10+58.51 6° 22' 42.89" (RT) 1050.00 58.51 116.89 S 50° 54' 11.26" E 116.83 10+00.00 11+16.89 S 54° 05' 32.70" E S 47° 42' 49.81" E
PRWXNWH-2 11+75.40 6° 22' 42.89" (LT) 1050.00 58.51 116.89 S 50° 54' 11.26" E 116.83 11+16.89 12+33.79 S 47° 42' 49.81" E S 54° 05' 32.70" E
PRWXNWH-3 17+25.01 4° 57' 14.04" (RT) 5300.00 229.27 458.25 S 51° 36' 55.68" E 458.11 14+95.74 19+53.99 S 54° 05' 32.70" E S 49° 08' 18.66" E
PRWXNWH-4 21+18.37 4° 57' 14.10" (LT) 3800.00 164.38 328.56 S 51° 36' 55.71" E 328.45 19+53.99 22+82.55 S 49° 08' 18.66" E S 54° 05' 32.76" E
(40 MPH)
PWB635FR-A
PWB635FR-A-43 845+38.01 4° 19' 53.86" (LT) 2000.00 75.64 151.20 S 56° 13' 52.46" E 151.17 844+62.37 846+13.58 S 54° 03' 55.53" E S 58° 23' 49.39" E
PWB635FR-A-44 846+88.74 4° 18' 16.56" (RT) 2000.00 75.16 150.26 S 56° 14' 41.11" E 150.22 846+13.58 847+63.84 S 58° 23' 49.39" E S 54° 05' 32.82" E
PWB635FR-A-45 852+87.73 3° 32' 31.55" (RT) 2000.00 61.84 123.64 S 52° 19' 17.05" E 123.62 852+25.89 853+49.54 S 54° 05' 32.82" E S 50° 33' 01.28" E
PWB635FR-A-46 854+11.38 3° 32' 31.42" (LT) 2000.00 61.84 123.64 S 52° 19' 16.99" E 123.62 853+49.54 854+73.18 S 50° 33' 01.28" E S 54° 05' 32.70" E
PWB635FR-A-47 869+29.39 1° 24' 23.87" (LT) 2000.00 24.55 49.10 S 54° 47' 44.63" E 49.10 869+04.84 869+53.94 S 54° 05' 32.70" E S 55° 29' 56.57" E
PWB635FR-A-48 877+80.27 2° 25' 19.11" (RT) 2800.00 59.19 118.36 S 54° 17' 17.02" E 118.35 877+21.08 878+39.44 S 55° 29' 56.57" E S 53° 04' 37.46" E
(40 MPH)
PWB635FR-B PWB635FR-B-1 882+15.63 3° 57' 35.56" (LT) 4000.00 138.28 276.45 S 51° 49' 23.65" E 276.40 880+77.35 883+53.80 S 49° 50' 35.87" E S 53° 48' 11.43" E
PWB635FR-B-2 887+66.93 8° 52' 12.05" (RT) 3000.00 232.68 464.43 S 49° 22' 05.41" E 463.97 885+34.25 889+98.68 S 53° 48' 11.43" E S 44° 55' 59.38" E
(60 MPH)
PWB635GP
PWB635GP-22 837+29.14 4° 35' 58.32" (LT) 12000.00 481.92 963.32 S 52° 54' 11.50" E 963.07 832+47.21 842+10.54 S 50° 36' 12.34" E S 55° 12' 10.66" E
PWB635GP-23 845+83.61 1° 06' 37.91" (RT) 12104.00 117.31 234.60 S 54° 38' 51.71" E 234.60 844+66.30 847+00.91 S 55° 12' 10.66" E S 54° 05' 32.76" E
PWB635GP-24 856+91.74 1° 26' 42.73" (RT) 12000.00 151.35 302.68 S 53° 22' 11.39" E 302.67 855+40.39 858+43.07 S 54° 05' 32.76" E S 52° 38' 50.02" E
PWB635GP-25 859+94.42 1° 26' 42.73" (LT) 12000.00 151.35 302.68 S 53° 22' 11.39" E 302.67 858+43.07 861+45.76 S 52° 38' 50.02" E S 54° 05' 32.76" E
PWB635GP-26 884+95.58 8° 54' 00.43" (RT) 15052.00 1171.42 2,338.12 S 49° 38' 32.54" E 2335.77 873+24.16 896+62.28 S 54° 05' 32.76" E S 45° 11' 32.32" E
(40 MPH)
PEB635FR
(60 MPH)
PIH635
(SIGNALIZED INTERSECTION)
PCEN STA 14+90.34
PEB635FR STA 875+22.80
PARKARMSTRONG
SERVE FUTURE PIPE)EASEMENT (WILLPROP DRAINAGE
L LC/B
SUPERELEVATION SIGN CONVENTION
(-)
(-)(+)
(+)
PREXCEN-2 14+16.21 5300.00 228.71 11+87.50 16+44.63
PREXCEN-3 20+30.36 1050.00 67.11 133.94 19+63.25 20+97.28
PREXCEN-4 21+44.96 1050.00 47.67 95.25 20+97.28 21+92.57
457.13
134.04
95.28
4° 56' 30.56" (LT)
7° 18' 50.34" (RT)
5° 11' 57.39" (LT)
S 53° 44' 10.42" E
S 52° 33' 00.53" E
S 51° 29' 34.06" E
456.99 S 51° 15' 55.14" E
S 56° 12' 25.70" E
S 48° 53' 35.36" E S 54° 05' 32.76" E
S 48° 53' 35.36" E
S 56° 12' 25.70" E
AT PIH635 PGLEX GROUND
PGLPROP PWB635GP
PROP PEB635GP PGL
(CURRENTLY UNDER CONSTRUCTION)BEGIN NOISE WALL
60%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
STA 878+94END BRIDGE
DEPTH 5.50' BRIDGE
DEPTH 5.50' BRIDGE
NOTE 1
NOTE 2
NOTE 3
