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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
e
TYPICAL SECTIONS
04-19-2016
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
2.0%1 1
LB
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 330'-884'
C IH635
SHSH
69'-84' EX PAVEMENT 69'-84' EX PAVEMENT
1 1
LN
AUX
LN
AUX
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
PGL
(MIRROR FOR EB)
1-LANE RAMP
PROPOSED IH 635
STA 551+00 TO STA 812+00
EXISTING IH 635
WB MAIN LANES EB MAIN LANES
LN LN LNLN LN LN
STA 26+23.19 TO STA 33+45.79
STA 16+15.03 TO STA 19+19.48
EXISTING KINGSLEY ROAD
LN
10'
LN
10'
LN
10'
LN
10'
LN LN
10'10'
33'33' 15'
1' 2'1'2'
STA 19+19.48 TO STA 26+23.19
EXISTING KINGSLEY ROAD
LNSW
EXI
ST
RO
WVAR
10'-19'
SW
5'-32'23.5'-43' 23.5'-33'
VAR VAR
VAR
EXI
ST
RO
W
10'-25'
VAR VAR
62'
11'
LN
2.0%
1'2'24'
28'
SWUTURN
2.0%
2'
62'
11'
LN
1'11'
LN
11'
LN
61'
11'14'
LN
2.0%
1'
2.0%
11'
LN
2'2'24'
28'
UTURN
2.0%
LN
11'
LN
2'
61'
11' 14'
LN
1'11'
LN
2' 2'24'
28'
UTURN
2.0%
LN
11'
LN
2'11'
LN
11'
LN
1
1
1
PGL
LC PKIN
PGL
LC PJUP
3
10'
25'
5' 4'3'
2.0% 2.0% 1
2'24'
28'
UTURN
2'
25'
10'
SW
5'3'
4'
3
11'
LN
11'
LN
3
25'
SW
3
10'5'3'
4'
25'
10'
SW
5'3'
4'
33
12'
6'
LN
11'11'
LN
LN LN LNLN
11'
LN
11'
LN LN LN SW
6'
SW
6'
STA 17+83.92 TO STA 23+68.64
EXISTING JUPITER ROAD
STA 17+83.92 TO STA 24+15.56
PROPOSED JUPITER ROAD
LN
10'
LN LNLN
1.56% 1.56%
10'
44'44'
11'
LN
11'
LN
6'
LN LN
10'
1' 1'
SW
6'
SW
6' 10' 11'
1'
11'
1'0'-1'0'-1'
33'-44'
0'-1'0'-1'
33'-44'
VAR
10'-34'
EXI
ST
RO
W
VAR VAR
STA 23+68.64 TO STA 27+35.41
STA 14+10.43 TO STA 17+83.92
EXISTING JUPITER ROAD
LNLNLN
11'
LN LN LN LN
11'
LN
LC PJUP
PGL
LN
33'-61'
SW SW
0'-1'
LN
11'
LN
11'11'-14'
LN
0'-1' 0'-2'VAR
15'-40'
EXI
ST/
PR
OP
RO
W
VAR
15'-40'
EXI
ST/
PR
OP
RO
W
STA 23+68.64 TO STA 27+35.41
STA 14+10.43 TO STA 17+83.92
PROPOSED JUPITER ROAD
1 1
LNLNLN LN LN LN LNLN
LC PKIN
PGL
6'-45'
LNSW SW
0'-1'1'
0'-14'
LN
0'-16'*
**OUTSIDE 15' LANE STRIPED OFF FOR FUTURE USE
*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE
STA 26+23.19 TO STA 33+45.79
STA 16+15.03 TO STA 19+19.48
PROPOSED KINGSLEY ROAD
0'-15'
23.5'-61' 23.5'-73'
TYP
10'
VAR
PR
OP
RO
W
1 1
11' 11'
LN
EXI
ST/
PR
OP
RO
W
11'11'
0'-17'**
**17'
*16'
**OUTSIDE 17' LANE STRIPED OFF FOR FUTURE USE
*OUTSIDE 16' LANE STRIPED OFF FOR FUTURE USE
STA 19+21.16 TO STA 26+23.19
PROPOSED KINGSLEY ROAD
4'-34'
11'-14'
0'-2'
33.5'-72'
VAR
10'-40'
EXI
ST
RO
W
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' 68'-92' 38'38'
6'
LNLNLN LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL
28'-39'4'
12' 12'
80'-92'
0-12'
SH
14'
LN
8' 4'
HS
ACCESSMAN LN
ACCESSMAN LN
SH
14'
LN
8'4'
HS
2.0%
2.5%(TYP)
PGL
PGL
11
CTB1.5%
PGL
2.5%(TYP)
2.0%11
CTBCTB
1.5%
CTB CTB
0'-26' 0'-26'
2'-52'
VARIES
2'-39'
VARIES
PROP ROW VARIES 449'-697'
12
VAR VAR
0-12'
0 2
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 LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL
28'-39'4'
12' 12' 12'
80'-92'
0-12'
VAR
CTBCTB
PGL CTB2.0%
2.5%(TYP)
PGL
11
1.5%
PGL
2.5%(TYP)
2.0%111.5%
PROP ROW VARIES 378'-545'
VAR
2'-35' 2'-20'
FROM STA 606+96 TO STA 955+30
EB PGL CONTROLS FROM STA 493+00 TO STA 535+13
FROM STA 721+63 TO STA 765+68
FROM STA 601+50 TO STA 653+34
WB PGL CONTROLS FROM STA 494+00 TO STA 535+39
FROM STA 685+34 TO STA 689+34
FROM STA 640+77 TO STA 642+27
EB MANAGED LANE RAMP FROM STA 500+54 TO STA 522+77
FROM STA 747+31 TO STA 752+21
FROM STA 639+83 TO STA 642+07
WB MANAGED LANE RAMP FROM STA 511+45 TO STA 522+77
STA 747+31 TO STA 752+21
STA 685+34 TO STA 689+34
STA 639+83 TO STA 642+27
STA 500+54 TO STA 522+77
PROPOSED IH 635
EB PGL CONTROLS FROM STA 606+96 TO STA 955+30
FROM STA 721+63 TO STA 765+68
WB PGL CONTROLS FROM STA 601+50 TO STA 653+34
STA 752+21 TO STA 803+79
STA 689+34 TO STA 747+31
STA 642+27 TO STA 685+34
PROPOSED IH 635
2.0% 2.0%
2.0% 2.0%
550
555
565
570
575
575
575
575
575
575
575
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580580
580
585
585
585
585
585
585
585
585
585585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
595
595
595
595
595
595
595
595
595
595
595
595
595
595
595
595
600
600
600
600
600
600
600
600
600
600
600
600
600
600
605
605
605
605
605
605
605
605
605
605
610
610
610
610
610
610
610
610
Pool
Pool
Pool
Pool
Pool
Pool
PileD
irt
PileD
irt
PileD
irt
T
T
T
T
T
T
TT
TT
T
T
T
T
T
T
T
T
T
T TT
T
T
T
TT
T
T
T
TT
T
T T
T
T
T T
T
T
T
T
T
T
T
T
T
s
s s
s
s
ss
s
s
s
s
s
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
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
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
ODEN
O 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
192
215
190
216
213
217
191
207
199
218
198193
201
188
187
204
194
189
196
212
202
205
197
211
209
203
210
200
208
195
214
206
514
515
215
516
517
519
518
520
521
15+00
20+00
25+00
30+00
10+00
15+00
20+00
10+00
15+00
20+00
10+00
15+00
20+00
25+00
700+00
705+00710+00
715+00720+00
725+00
730+00735+00
740+00
745+00
750+00
755+00
760+00765+00
770+00
695+00
700+00 705+00 710+00 715+00 720+00 725+00
730+00
735+00
740+00
745+00
750+00
755+00
760+00
765+00
695+00
700+00 705+00 710+00 715+00 720+00 725+00
730+00735+00
740+00
745+00
750+00
755+00
760+00
765+00
25+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
25+00
695+00
700+00
705+00
710+00 715+00 720+00
725+00
730+00
735+00
740+00
745+00
750+00
755+00 760+00
765+00
695+00
700+00
705+00 710+00 715+00 720+00 725+00
730+00
735+00
740+00
745+00
750+00
755+00
760+00
765+00
10+00
15+00
20+00
25+00
30+00
10+00
15+00
20+00
25+00
30
+00
ESTATE LN
KIN
GSL
EY RD
AM
AN
DA LN
PE
GA
SU
S
ST
RD
S JUPIT
ER
KCS RAILROAD
WALN
UT
HIL
L LN
WIC
KERS
HA
M
RD
I-635 LINE DIAGRAM
JUPITER RD.KINGSLEY RD.
700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00 755+00 760+00 765+00
578.7
580.6
582.8
585.0
586.9
588.4
589.4
590.0
590.6
591.2
591.8
592.5
593.1
593.8
594.4
594.5
594.0
593.0
591.9
590.8
589.6
588.6
587.5
586.4
585.5
585.4
586.2
587.9
590.6
593.6
596.5
597.0
596.2
593.3
601.9
602.0
601.5
600.3
599.0
597.5
596.1
594.7
594.0
594.1
595.2
597.4
600.4
603.5
606.5
609.6
612.4
614.8
616.4
614.9
598.9
612.4
616.6
615.4
613.5
611.2
608.6
606.2
604.6
604.2
604.6
605.4
606.6
607.6
608.5
609.5
610.4
611.4
612.4
613.8
695+00
577.5
L
L
L
L
C PKIN STA 23+03.11, EL=579.18'
C PIH635 STA 727+89.57 =
PROP KINGSLEY RD
C PJUP STA 20+65.00, EL=596.42'
C PIH635 STA 750+05.81 =
PROP JUPITER RD
VPI STA = 695+75.00
EL = 578.71
(-)3.00% (+)
2.10%
L = 700.00
K = 137
ex = 4.46'
VPI STA = 700+60.00
EL = 588.89
(+)2.1
0% (+)0.62%
L = 250.00
K = 169
ex = -0.46'
VPI STA = 711+00.00
EL = 595.33
(+)0.62% (-)1.11%
L = 300.00
K = 173
ex = -0.65'
VPI STA = 717+00.00
EL = 588.67
(-)1.11% (+)2.5
0%
L = 500.00
K = 139
ex = 2.26'
VPI STA = 728+50.00
EL = 617.42
(+)2.5
0% (-)2.75%
L = 800.00
K = 152
ex = -5.25'
VPI STA = 736+70.00
EL = 594.87
(-)2.75% (+)2.9
9%
L = 800.00
K = 139
ex = 5.74'
VPI STA = 749+50.00
EL = 633.19
(+)2.9
9% (-)2.99%
L = 1,000.00
K = 167
ex = -7.48'
VPI STA = 759+20.00
EL = 604.20
(-)2.99% (+)0.87%
L = 550.00
K = 143
ex = 2.65'
VPI STA = 767+00.00
EL = 610.99
(+)0.87% (+)
1.50%
L = 200.00
K = 317
ex = 0.16'
VP
T
ST
A 699
+25.00
EL
=586.05
VP
C
ST
A 699
+35.00
EL
=586.26
VP
T
ST
A 701
+85.00
EL
=589.66
VP
C
ST
A 709
+50.00
EL
=594.40
VP
T
ST
A 712
+50.00
EL
=593.67
VP
C
ST
A 714
+50.00
EL
=591.45
VP
T
ST
A 719
+50.00
EL
=594.92
VP
C
ST
A 724
+50.00
EL
=607.42
VP
T
ST
A 732
+50.00
EL
=606.42
VP
C
ST
A 732
+70.00
EL
=605.87
VP
T
ST
A 740
+70.00
EL
=606.85
VP
C
ST
A 744
+50.00
EL
=618.22
VP
T
ST
A 754
+50.00
EL
=618.25 V
PC
ST
A 756
+45.00
EL
=612.42
VP
T
ST
A 761
+95.00
EL
=606.59
VP
C
ST
A 766
+00.00
EL
=610.12
VP
T
ST
A 768
+00.00
EL
=612.49
583.72
583.08
583.18
584.00
585.55
587.50
588.92
589.75
590.37
590.99
591.61
592.23
592.85
593.47
594.09
594.64
594.68
594.15
593.11
592.00
590.98
590.60
590.93
591.99
593.76
596.17
598.67
601.17
603.67
606.17
608.59
610.44
611.62
612.15
612.03
611.25
609.81
607.72
605.08
602.91
601.45
600.71
600.69
601.38
602.80
604.93
607.75
610.74
613.73
616.73
619.65
622.04
623.84
625.04
625.64
625.64
625.04
623.85
622.06
619.67
616.75
613.77
610.88
608.63
607.08
606.23
606.09
606.64
607.51
608.38
609.25
610.12
611.15
612.49
613.99
STA 725+72BEGIN BRIDGE
3:1
3:1
3:1
STA 752+74END BRIDGE
10.0' BRIDGE DEPTH
8.50' BRIDGE DEPTH
MI
N.
CL
R.
17'3"
STA 730+82END BRIDGE
STA 747+53BEGIN BRIDGE
MI
N.
CL
R.
17'4"
HW100 = 579.17
FL=571.48'
PROP 5-10'x5' MBC
PIH635 STA 723+69.40
HW100 = 584.84
FL=571.24'
PROP 2-10'x8' MBC
PIH635 STA 739+76.88
STA 746+73BEGIN BRIDGE
STA 752+10END BRIDGE
LSHIFT PIH635 PGL 52' LT TO PWB635GP PGL
B PWB635GP STA 721+63.00, EL. 598.60'
BEGIN PWB635GP PGL
SHIFT PWB635GP PGL 52' RT TO PIH635 PGL
B PWB635GP STA 765+68.00, EL. 607.96'
END PWB635GP PGL
L
VPI STA = 723+00.00
EL = 602.03
(+)2.5
0% (+)2
.00%
L = 200.00
K = 400
ex = -0.12'
VPI STA = 729+70.00
EL = 615.43
(+)2.0
0% (-)2.49%
L = 700.00
K = 156
ex = -3.93'
VPI STA = 737+85.00
EL = 595.11
(-)2.49% (+)3.0
0%
L = 750.00
K = 137
ex = 5.15'
VPI STA = 749+60.00
EL = 630.35
(+)3.0
0% (-)3.00%
L = 1,000.00
K = 167
ex = -7.50'
VPI STA = 759+00.00
EL = 602.15
(-)3.00% (+)0.87%
L = 550.00
K = 142
ex = 2.66'
VP
C
ST
A 726
+20.00
EL
=608.43
VP
T
ST
A 733
+20.00
EL
=606.70
VP
C
ST
A 734
+10.00
EL
=604.46
VP
T
ST
A 741
+60.00
EL
=606.36
VP
C
ST
A 744
+60.00
EL
=615.35
VP
T
ST
A 754
+60.00
EL
=615.35 V
PC
ST
A 756
+25.00
EL
=610.40
VP
T
ST
A 761
+75.00
EL
=604.54
599.53
601.90
604.03
606.03
608.03
609.82
610.99
611.51
611.39
610.63
609.23
607.19
604.71
602.51
601.04
600.31
600.31
601.03
602.50
604.69
607.56
610.56
613.55
616.51
618.96
620.82
622.08
622.74
622.80
622.26
621.12
619.38
617.04
614.15
611.15
608.35
606.23
604.81
604.10
604.09
604.76
605.63
606.50
607.37
EL
=599.53
VP
C
ST
A 722
+00.00
EL
=604.03
VP
T
ST
A 724
+00.00
STA 726+43BEGIN BRIDGE STA 731+67
END BRIDGE
3:1
3:13
:1
AT PIH635 PGLEX GROUND
PROP PIH635 PGL
4
530
540
550
560
570
580
590
600
610
620
630
640
650
660
EXI
ST
EL.
PR
OP
PI
H635
PG
L
N
540
550
560
570
580
590
600
610
620
630
640
650
660
530
4
LC
SJ 2374-01-137
C
PI
H635
ST
A 695
+00
MA
TC
H
LI
NE
SH
EE
T 3
C
SJ 2374-01-137
MA
TC
H
LI
NE
SH
EE
T 3
ST
A 695
+00
C
SJ
CSJ 2374-01-137
MA
TC
H
LI
NE
SH
EE
T 5
ST
A 769
+00
C PIH635L
PIH635-16
PIH635-17
B PWB635FR-AL
PWB635FR-A-30
PWB635FR-A-31
PRWEKIN-2
B PRWEKIN
PRWXPLA-1
B PWB635GPL
PWB635GP-15
PWB635GP-16
C PKINL
PRWEGAR-3
C PJUPL
B PEB635GPL
PEB635GP-17
PEB635GP-18
PEB635GP-19
B PREXINL
B PEB635FRL
PEB635FR-28
PEB635FR-30
PEB635FR-32PREEPLA-1
PREEPLA-2
PREEPLA-3PREEPLA-4
B PREEPLAL B PREXUPL
PREXUP-2
PREXUP-4
B PREXGARL
PROP ROW
PROP ROW
PROP ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
PJUP STA 20+65.00
PIH635 STA 750+05.81
C PJUP STA 14+10.43
BEGIN CONSTRUCTION
S JUPITER RD
(SIGNALIZED INTERSECTION)
PJUP STA 24+15.56
PWB635FR-A STA 749+92.66
C PKIN STA 33+45.79
END CONSTRUCTION
KINGSLEY RD
(SIGNALIZED INTERSECTION)
PKIN STA 26+23.19
PWB635FR-A STA 732+51.84
C PKIN STA 16+15.03
BEGIN CONSTRUCTION
KINGSLEY RD
L
L
L
L
PWB635GP-14
PREXIN-3
PREXIN-5
PEB635FR-27
PREXUP-1
PREXGAR-2
PREXGAR-3
PREXGAR-4
LB PRWXPLA
EX ROW
PRWEGAR-2
PWB635FR-A-33
LC
SJ 2374-01-137
C
PI
H635
ST
A 769
+00
MA
TC
H
LI
NE
SH
EE
T 5
1-24" RCP
EXIST
PROP ROW
PROP ROW
PROP ROW
PROP ROW
PKIN-2
PKIN-1
PKIN-3
PKIN-4
TO BE REMOVEDEXIST DRIVEWAY
PREXGAR-1
PIH635-15
TAYLOR H. PERRINE 116960 TAYLOR H. PERRINE 116960
PKIN STA 23+03.11
PIH635 STA 727+89.57
PEB635FR-33
PEB635FR-35
ID # SITE ADDRESS OWNER OCCUPANT
188 10841 ESTATE LN SERVICE KING PAINT & BODY SERVICE KING
189 10921 ESTATE LN SHRI VISHNU CORPORATION MOTEL 6
190 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
191 10925 ESTATE LN 10925 ESTATE LN LPPARK
LYNDON PLAZA CORPORATE
192 10805 WALNUT HILL LN HIGHLAND OAKS CHURCHCHRIST
HIGHLAND OAKS CHURCH OF
193 10949 WALNUT HILL LN WALNUT HILL ATTIC II LLC THE THE ATTIC MINI WAREHOUSE
194 11035 WALNUT HILL LN WALNUT HILL ATTIC III LLC THE VACANT
195 11011 ESTATE LN WALNUT HILL ATTIC III LLC THE VACANT
196 11085 WALNUT HILL LN DIVERSIFIED STORAGE FUND PUBLIC STORAGE
197 11111 WALNUT HILL LNLLC
WALNUT HILL ESTATE REALTYWALNUT HILL ESTATE SC
198 11100 WALNUT HILL LN SEDONA RIDGE PROPERTY LLC SILVERADO SPRINGS
199 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
200 11110 LBJ FWY SEDONA RIDGE PROPERTY LLC VACANT
201 11363 AMANDA LN VVDT LLC VILLA VISTA
202 11383 AMANDA LN UH STORAGE DE LTD PS UHAUL MINI SELF STORAGE
203 11306 LBJ FWY VERTICAL REALITY LLC LBJ CROSSING PHASE II
204 11325 PEGASUS ST BADMUS TEXAS PROPERTIES 11325 PEGASUS ST
205 11312 LBJ FWY LBJ CROSSING LTD L B J CROSSING SC
206 11325 PEGASUS ST VERTICAL REALITY LLC LAND ONLY
207 11350 LBJ FWY ESHNAM HOSPITALITY INC RADISSON HOTEL
208 3702 W KINGSLEY RD DLS STORAGE PARTNERS LTD LAND ONLY
209 13015 JUPITER RD 13015 JUPITER & LBJ LP RETAIL STRIP W/ CHEVRON
210 11405 LBJ FWYREV LIV TR THE
SPANO ROBERT P & MARLENE MSHELL/7-11
211 11413 LBJ FWY DOBSON BOBBY W GREAT WESTERN FURNITURE
212 11421 LBJ FWY KUVM INVESTMENTS INC SUPER 8 MOTEL
213 11438 LBJ FWYLP
BROWN BROTHERS INVESTMENTSGATEWAY BUICK GMC
214 11900 LBJ FWYLP
BROWN BROTHERS INVESTMENTSVACANT
215 KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
216 11611 LBJ FWY JUPITER CHEVROLET PPTIES JUPITER CHEVROLET
217 11550 LBJ FWY FCA REALTY LLCJEEP
DALLAS DODGE CHRYSLER
218 11675 LBJ FWY CAR SON MAS GAR LP MASSEY CADILLAC
514A 10100 PLANO RD TEXAS UTILITIES ELEC CO EASEMENT
514B 11200 KINGSLEY RD TEXAS UTILITIES ELEC CO LAND ONLY
515 11200 KINGSLEY RD PRAMUKHRAJ ENTERPRISE LLC VACANT
516 3700 W KINGSLEY RD BLACKSTONE MINERALS UTILITY ROW
517 3536 W KINGSLEY RD JUPITER PARTNERS LTD KINGSLEY INN & SUITES
518 3231 S JUPITER RD AMERI PROPERTIES INC LAND ONLY
519 3220 S JUPITER RD LINCOLN JAMES ATRUCKS
ENTERPRISE COMMERCIAL
520 13001 JUPITER RD GABBAY DAVID VACANT
521 12993 JUPITER RD FOUNTAINS OF JUPITER LTD THE FOUNTAINS OF JUPITER
PWB635GP-17
PWB635FR-A-32
PEB635FR-29
PEB635FR-31
PEB635FR-34
PRWEKIN-1
L
PRWEKIN-3
PRWEKIN-4
PRWXPLA-2
PRWXPLA-3
PRWXPLA-4
PRWEGAR-1
B PRWEGARL
B MRWENWHL
MRWENWH-1
MRWENWH-2
MRWENWH-3
MRWENWH-4
MRWENWH-5
TO BE REMOVED
EXISTING DRIVEWAY
2-10'X8' MBC
PROP
2-10'X8' MBC
PROP
PROP PWB635GP PGL
PR
OP
PW
B635
GP
PG
L
EASEMENT
PROP DRAINAGEEASEMENT
PROP DRAINAGE
SUPERELEVATION
4-8.75'X3' MBC
REMOVE EXIST
5-10'X5' MBC
PROP
5-10'X5' MBC
PROP
4-5'X3' MBC
REMOVE EXIST
3-5'X3' MBC
REMOVE EXIST
DENIAL OF ACCESS
BEGIN PROPOSEDDENIAL OF ACCESS
END PROPOSED
DENIAL OF ACCESS
END PROPOSED
DENIAL OF ACCESS
BEGIN PROPOSED
DENIAL OF ACCESS
BEGIN PROPOSED
DENIAL OF ACCESS
END PROPOSED
PROPOSED IH 635 MAINLANES (60 MPH)
DENIAL OF ACCESS
BEGIN PROPOSED
DENIAL OF ACCESS
END PROPOSED
PROP ROW
PREXIN-4
PREXUP-3
1-36" RCP
REMOVE EXIST
C PJUP STA 27+35.41
END CONSTRUCTION
S JUPITER RD
MREXJUP-4
MREXJUP-3
(SIGNALIZED INTERSECTION)
PKIN STA 19+21.16
PEB635FR STA 723+13.43
(SIGNALIZED INTERSECTION)
PJUP STA 17+83.92
PEB635FR STA 750+12.36
L LC/B
SUPERELEVATION SIGN CONVENTION
(-)
(-)(+)
(+)
PJUP STA 22+07.56
PWB635GP STA 749+30.23
PKIN STA 23+92.35
PWB635GP STA 728+75.94
ROLL 4
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
(60 MPH)
MREXJUP MREXJUP-3 29+69.11 4° 18' 24.19" (RT) 9000.00 338.41 676.50 S 57° 27' 12.87" E 676.34 26+30.70 33+07.20 S 59° 36' 24.96" E S 55° 18' 00.77" E
MREXJUP-4 33+33.65 0° 15' 08.42" (LT) 12014.00 26.46 52.91 S 55° 25' 34.98" E 52.91 33+07.20 33+60.11 S 55° 18' 00.77" E S 55° 33' 09.20" E
(60 MPH)
MRWENWH
MRWENWH-1 13+00.61 5° 33' 05.94" (RT) 6200.00 300.61 600.75 S 48° 39' 57.40" E 600.51 10+00.00 16+00.75 S 51° 26' 30.37" E S 45° 53' 24.43" E
MRWENWH-2 17+12.85 1° 25' 38.19" (LT) 9000.00 112.10 224.2 S 46° 36' 13.53" E 224.19 16+00.75 18+24.94 S 45° 53' 24.43" E S 47° 19' 02.63" E
MRWENWH-3 22+40.18 2° 13' 24.28" (RT) 12000.00 232.86 465.67 S 46° 12' 20.49" E 465.64 20+07.32 24+72.99 S 47° 19' 02.63" E S 45° 05' 38.35" E
MRWENWH-4 30+74.86 10° 12' 24.86" (LT) 3500.00 312.58 623.5 S 50° 11' 50.78" E 622.68 27+62.28 33+85.79 S 45° 05' 38.35" E S 55° 18' 03.21" E
MRWENWH-5 34+08.77 2° 30' 29.49" (RT) 1050.00 22.99 45.97 S 54° 02' 48.47" E 45.96 33+85.79 34+31.75 S 55° 18' 03.21" E S 52° 47' 33.72" E
(40 MPH)
PEB635FR
PEB635FR-27 693+85.11 4° 09' 43.38" (RT) 4100.00 148.98 297.83 S 57° 36' 36.72" E 297.76 692+36.12 695+33.95 S 59° 41' 28.41" E S 55° 31' 45.03" E
PEB635FR-28 704+92.50 3° 04' 43.60" (RT) 2000.00 53.75 107.47 S 53° 59' 23.23" E 107.46 704+38.75 705+46.22 S 55° 31' 45.03" E S 52° 27' 01.43" E
PEB635FR-29 705+97.93 2° 57' 44.73" (LT) 2000.00 51.72 103.41 S 53° 55' 53.80" E 103.40 705+46.22 706+49.63 S 52° 27' 01.43" E S 55° 24' 46.17" E
PEB635FR-30 722+14.40 11° 19' 09.44" (RT) 1000.00 99.10 197.56 S 49° 45' 11.45" E 197.24 721+15.30 723+12.86 S 55° 24' 46.17" E S 44° 05' 36.73" E
PEB635FR-31 724+75.43 18° 28' 05.84" (LT) 1000.00 162.58 322.33 S 53° 19' 39.64" E 320.94 723+12.86 726+35.19 S 44° 05' 36.73" E S 62° 33' 42.56" E
PEB635FR-32 731+18.97 16° 09' 28.75" (RT) 2000.00 283.89 564.02 S 54° 28' 58.18" E 562.15 728+35.08 733+99.10 S 62° 33' 42.56" E S 46° 24' 13.81" E
PEB635FR-33 742+47.98 4° 16' 22.29" (RT) 2000.00 74.61 149.15 S 44° 16' 02.66" E 149.12 741+73.37 743+22.52 S 46° 24' 13.81" E S 42° 07' 51.52" E
PEB635FR-34 746+15.42 3° 16' 00.00" (LT) 2000.00 57.03 114.03 S 43° 45' 51.52" E 114.01 745+58.39 746+72.42 S 42° 07' 51.52" E S 45° 23' 51.52" E
PEB635FR-35 763+38.64 32° 55' 56.94" (LT) 4570.00 1350.77 2,626.75 S 61° 51' 49.99" E 2590.74 749+87.88 776+14.62 S 45° 23' 51.52" E S 78° 19' 48.46" E
(60 MPH)
PEB635GP
PEB635GP-17 697+62.30 4° 11' 54.74" (RT) 9000.00 329.90 659.50 S 57° 30' 43.54" E 659.36 694+32.40 700+91.90 S 59° 36' 40.91" E S 55° 24' 46.17" E
PEB635GP-18 734+53.15 10° 19' 07.82" (RT) 6048.00 546.09 1,089.23 S 50° 15' 12.26" E 1087.76 729+07.06 739+96.29 S 55° 24' 46.17" E S 45° 05' 38.35" E
PEB635GP-19 765+30.60 34° 46' 36.36" (LT) 4252.00 1331.55 2,580.83 S 62° 28' 56.53" E 2541.40 751+99.05 777+79.88 S 45° 05' 38.35" E S 79° 52' 14.71" E
(60 MPH)
PIH635
PIH635-15 693+22.12 4° 11' 38.80" (RT) 12000.00 439.40 878.41 S 57° 30' 35.57" E 878.22 688+82.72 697+61.13 S 59° 36' 24.96" E S 55° 24' 46.17" E
PIH635-16 734+70.13 10° 19' 07.82" (RT) 6100.00 550.79 1,098.60 S 50° 15' 12.26" E 1097.11 729+19.35 740+17.94 S 55° 24' 46.17" E S 45° 05' 38.35" E
PIH635-17 765+35.97 34° 46' 36.36" (LT) 4200.00 1315.27 2,549.27 S 62° 28' 56.53" E 2510.32 752+20.71 777+69.98 S 45° 05' 38.35" E S 79° 52' 14.71" E
PKIN-1 16+77.50 6° 02' 04.68" (LT) 1000.00 52.71 105.3242 N 86° 04' 24.06" E 105.28 16+24.79 17+30.11 N 89° 05' 26.40" E N 83° 03' 21.72" E
PKIN-2 17+81.56 5° 53' 26.28" (RT) 1000.00 51.45 102.8109 N 86° 00' 04.86" E 102.77 17+30.11 18+32.92 N 83° 03' 21.72" E N 88° 56' 48.00" E
PKIN-3 29+47.99 6° 29' 30.27" (RT) 1000.00 56.71 113.3023 S 87° 48' 26.86" E 113.24 28+91.27 30+04.58 N 88° 56' 48.00" E S 84° 33' 41.73" E
PKIN-4 30+61.43 6° 30' 27.52" (LT) 1000.00 56.85 113.5799 S 87° 48' 55.49" E 113.52 30+04.58 31+18.16 S 84° 33' 41.73" E N 88° 55' 50.75" E
(40 MPH)
PREEPLA
PREEPLA-1 10+67.40 7° 20' 42.64" (LT) 1050.00 67.40 134.61 S 59° 12' 06.35" E 134.52 10+00.00 11+34.61 S 55° 31' 45.03" E S 62° 52' 27.67" E
PREEPLA-2 12+03.07 7° 27' 41.51" (RT) 1050.00 68.47 136.74 S 59° 08' 36.92" E 136.64 11+34.61 12+71.35 S 62° 52' 27.67" E S 55° 24' 46.17" E
PREEPLA-3 17+46.15 3° 16' 15.15" (LT) 5300.00 151.32 302.56 S 57° 02' 53.74" E 302.52 15+94.83 18+97.39 S 55° 24' 46.17" E S 58° 41' 01.32" E
PREEPLA-4 19+67.87 2° 07' 30.40" (RT) 3800.00 70.48 140.94 S 57° 37' 16.12" E 140.93 18+97.39 20+38.34 S 58° 41' 01.32" E S 56° 33' 30.91" E
(40 MPH)
PREXGAR
PREXGAR-1 15+72.72 9° 58' 55.53" (LT) 2100.00 183.40 365.86 S 50° 44' 02.26" E 365.40 13+89.32 17+55.19 S 45° 44' 34.49" E S 55° 43' 30.02" E
PREXGAR-2 19+86.36 6° 05' 22.50" (LT) 4346.00 231.17 461.91 S 58° 46' 11.27" E 461.69 17+55.19 22+17.09 S 55° 43' 30.02" E S 61° 48' 52.52" E
PREXGAR-3 23+72.41 3° 46' 07.84" (RT) 1050.00 34.55 69.07 S 59° 55' 48.60" E 69.06 23+37.86 24+06.93 S 61° 48' 52.52" E S 58° 02' 44.68" E
PREXGAR-4 24+81.98 8° 10' 35.08" (LT) 1050.00 75.05 149.84 S 62° 08' 02.22" E 149.71 24+06.93 25+56.77 S 58° 02' 44.68" E S 66° 13' 19.76" E
(40 MPH)
PREXJUP
PREXJUP-1 12+73.41 10° 24' 52.87" (RT) 3000.00 273.41 545.31 S 50° 12' 19.73" E 544.56 10+00.00 15+45.31 S 55° 24' 46.17" E S 44° 59' 53.29" E
PREXJUP-2 15+97.13 1° 07' 12.86" (LT) 5300.00 51.81 103.62 S 45° 33' 29.72" E 103.62 15+45.31 16+48.94 S 44° 59' 53.29" E S 46° 07' 06.15" E
PREXJUP-3 23+77.47 8° 39' 29.17" (RT) 1050.00 79.49 158.67 S 41° 47' 21.57" E 158.52 22+97.99 24+56.65 S 46° 07' 06.15" E S 37° 27' 36.98" E
PREXJUP-4 24+99.48 4° 40' 14.54" (LT) 1050.00 42.82 85.60 S 39° 47' 44.25" E 85.57 24+56.65 25+42.25 S 37° 27' 36.98" E S 42° 07' 51.52" E
(40 MPH)
PREXIN
PREXKIN-3 22+19.20 3° 09' 31.58" (RT) 3800.00 104.78 209.50 S 58° 01' 55.12" E 209.47 21+14.43 23+23.92 S 59° 36' 40.91" E S 56° 27' 09.33" E
PREXKIN-4 23+90.11 7° 12' 49.24" (RT) 1050.00 66.19 132.20 S 52° 50' 44.71" E 132.11 23+23.92 24+56.12 S 56° 27' 09.33" E S 49° 14' 20.09" E
PREXKIN-5 25+13.82 6° 17' 24.94" (LT) 1050.00 57.70 115.28 S 52° 23' 02.56" E 115.22 24+56.12 25+71.40 S 49° 14' 20.09" E S 55° 31' 45.03" E
(40 MPH)
PRWEGAR
PRWEGAR-1 20+62.43 3° 50' 58.14" (LT) 3800.00 127.70 255.31 S 47° 20' 27.20" E 255.26 19+34.72 21+90.03 S 45° 24' 58.13" E S 49° 15' 56.27" E
PRWEGAR-2 23+25.44 9° 01' 52.67" (LT) 1050.00 82.93 165.51 S 53° 46' 52.61" E 165.34 22+42.52 24+08.03 S 49° 15' 56.27" E S 58° 17' 48.94" E
PRWEGAR-3 24+49.30 4° 30' 09.66" (RT) 1050.00 41.28 82.52 S 56° 02' 44.11" E 82.49 24+08.03 24+90.54 S 58° 17' 48.94" E S 53° 47' 39.28" E
(40 MPH)
PRWEKIN
PRWEKIN-1 11+04.01 3° 08' 08.88" (LT) 3800.00 104.01 207.97 S 57° 39' 26.31" E 207.95 10+00.00 12+07.97 S 56° 05' 21.88" E S 59° 13' 30.75" E
PRWEKIN-2 13+75.89 3° 37' 45.44" (RT) 5300.00 167.92 335.72 S 57° 24' 38.03" E 335.66 12+07.97 15+43.69 S 59° 13' 30.75" E S 55° 35' 45.32" E
PRWEKIN-3 19+52.51 6° 24' 45.03" (LT) 1050.00 58.82 117.52 S 58° 48' 07.83" E 117.45 18+93.69 20+11.21 S 55° 35' 45.32" E S 62° 00' 30.35" E
PRWEKIN-4 20+69.71 6° 22' 43.05" (RT) 1050.00 58.51 116.89 S 58° 49' 08.82" E 116.83 20+11.21 21+28.10 S 62° 00' 30.35" E S 55° 37' 47.30" E
(40 MPH)
PRWXPLA
PRWXPLA-1 10+58.58 6° 23' 12.99" (RT) 1050.00 58.58 117.05 S 52° 26' 10.80" E 116.99 10+00.00 11+17.05 S 55° 37' 47.30" E S 49° 14' 34.30" E
PRWXPLA-2 11+71.38 5° 55' 25.98" (LT) 1050.00 54.33 108.56 S 52° 12' 17.29" E 108.51 11+17.05 12+25.61 S 49° 14' 34.30" E S 55° 10' 00.28" E
PRWXPLA-3 21+65.31 4° 08' 24.14" (RT) 5300.00 191.57 382.96 S 53° 05' 48.21" E 382.88 19+73.74 23+56.70 S 55° 10' 00.28" E S 51° 01' 36.14" E
PRWXPLA-4 24+51.95 2° 52' 17.26" (LT) 3800.00 95.24 190.44 S 52° 27' 44.77" E 190.42 23+56.70 25+47.15 S 51° 01' 36.14" E S 53° 53' 53.40" E
(40 MPH)
PWB635FR-A
PWB635FR-A-30 695+40.64 3° 58' 37.67" (RT) 15000.00 520.81 1,041.21 S 57° 37' 06.13" E 1041.00 690+19.83 700+61.04 S 59° 36' 24.96" E S 55° 37' 47.30" E
PWB635FR-A-31 734+63.82 6° 52' 02.04" (RT) 8500.00 510.00 1,018.77 S 52° 11' 46.28" E 1018.16 729+53.82 739+72.60 S 55° 37' 47.30" E S 48° 45' 45.26" E
PWB635FR-A-32 750+12.82 5° 43' 18.50" (RT) 5000.00 249.87 499.32 S 45° 54' 06.01" E 499.11 747+62.95 752+62.27 S 48° 45' 45.26" E S 43° 02' 26.76" E
PWB635FR-A-33 764+92.97 29° 23' 05.25" (LT) 3100.00 812.83 1,589.87 S 57° 43' 59.39" E 1572.50 756+80.14 772+70.01 S 43° 02' 26.76" E S 72° 25' 32.01" E
(60 MPH)
PWB635GP
PWB635GP-14 693+34.07 4° 11' 38.80" (RT) 12052.00 441.31 882.22 S 57° 30' 35.57" E 882.02 688+92.76 697+74.98 S 59° 36' 24.96" E S 55° 24' 46.17" E
PWB635GP-15 739+54.14 12° 24' 18.82" (RT) 9300.00 1010.73 2,013.56 S 49° 12' 36.76" E 2009.63 729+43.41 749+56.97 S 55° 24' 46.17" E S 43° 00' 27.35" E
PWB635GP-16 759+32.70 19° 54' 36.74" (LT) 3500.00 614.32 1,216.25 S 52° 57' 45.72" E 1210.14 753+18.38 765+34.63 S 43° 00' 27.35" E S 62° 55' 04.09" E
PWB635GP-17 771+52.81 16° 57' 10.62" (LT) 4148.00 618.18 1,227.33 S 71° 23' 39.40" E 1222.86 765+34.63 777+61.96 S 62° 55' 04.09" E S 79° 52' 14.71" E
(30 MPH)
PKIN
BASELINEBEGIN TRANSITION END TRANSITION
STA e STA e
PWB635GP (60 MPH)
721+63.00 2.50% 730+82.00 -2.50%
745+51.00 -2.50% 757+11.00 4.00%
765+01.00 4.00% 765+68.00 3.50%
PIH635 (EB) (60 MPH)
728+95.00 -2.50% 729+23.00 -2.60%
740+15.00 -2.60% 740+40.00 -2.50%
743+24.00 -2.50% 758+18.00 3.50%
PIH635 (WB) (60 MPH)
726+47.00 2.50% 729+87.00 -2.60%
739+25.00 -2.60% 743+90.00 2.50%
751+67.00 2.50% 752+34.00 3.50%
PRWEKIN (40 MPH) 15+44.00 2.50% 15+57.00 2.00%
PREEPLA (40 MPH) 15+81.00 -2.00% 15+94.00 -2.50%
PRWXPLA (40 MPH) 19+25.00 2.00% 19+73.00 0.02%
PREXJUP (40 MPH) 16+50.00 -2.60% 16+65.00 -2.00%
MRWENWH (60 MPH) 27+11.00 2.50% 27+38.00 1.40%
PRWEGAR (40 MPH) 16+50.00 1.20% 16+70.00 2.00%
PREXGAR (40 MPH)17+56.00 3.50% 17+93.00 2.00%
21+98.00 2.00% 22+95.00 -2.00%
60%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
