updated may 2018 - keep it moving dallas 1 - us 75 to a… · 2374-01-137: miller road to west of...
TRANSCRIPT
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
LEGEND:
TXDOT DALLAS DISTRICT
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
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
GENERAL NOTES:
TRAFFIC DIAGRAM
TYPICAL SECTIONS
05-25-2018
HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS
EXISTING ROADWAY TO REMAIN
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
N.T.S.
TXDOT DALLAS DISTRICT
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
DALLAS COUNTY, TEXAS
C 2018 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
ROYAL LN/MILLER RD
C 2018 by Texas Department of Transportation all rights reserved
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
PARCEL ID100
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
SCHEMATIC ROLLS:
AVERAGE
EXISTING ACCESS DENIAL
11.2 MILES 2.1 MILES
EXISTING WATER LINE
EXISTING ELECTRIC LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS / PETROLEUM LINE
TRAFFIC LEGEND:
YEAR 2022 ADT
YEAR 2042 ADT
YEAR 2052 ADT
SIGNALIZED INTERSECTION
XX,XXX
XX,XXX
PERPENDICULAR CURB RAMP
PARALLEL CURB RAMP
DIRECTIONAL CURB RAMP
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
XX,XXX
18 MPHSHARED USE PATHS:
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
11.2 MILES 2.4 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
18 MPHSHARED USE PATHS:
TRAFFIC:
DAILY
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
TRAFFIC:
DAILY
AVERAGE
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
URBAN INTERSTATE URBAN INTERSTATE
STA 780+00
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
STA 1060+98
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
STA 468+00
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 468+00
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 780+00
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
STA 1060+98
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
MARIA F. GUERRA 121650
05-25-2018
05-25-2018
APPROVED:
DATEJULY 21, 2017
P.E. NO. DATENAME
P.E. NO. DATENAME
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
05-25-2018
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
MARIA F. GUERRA 121650
05-25-2018
05-25-2018
APPROVED:
DATEJULY 21, 2017
PREPARED BY OR UNDER THE SUPERVISION OF:
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
THESE DOCUMENTS ARE NOT INTENDED FOR PERMIT,
PREPARED BY OR UNDER THE SUPERVISION OF:
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
THESE DOCUMENTS ARE NOT INTENDED FOR PERMIT,
(5-FT INTERVALS)
EXISTING TOPOGRAPHIC CONTOURS
FIBER LINE
EXISTING TELEPHONE / CABLE /
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
ROLL OF 24
MAY 2018
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-01-183: EAST OF US 75 TO MILLER ROAD
CSJ LIMITS:
DALLAS COUNTY, TEXAS
FROM EAST OF US 75 TO SOUTH OF IH 30
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
DESIGN SCHEMATIC
ROLL OF 24
MAY 2018
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-01-183: EAST OF US 75 TO MILLER ROAD
CSJ LIMITS:
DALLAS COUNTY, TEXAS
FROM EAST OF US 75 TO SOUTH OF IH 30
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
DESIGN SCHEMATIC
CONSTRUCTION ACCESS THROUGH LICENSE AGREEMENT
EXHIBIT A.
22. FOR RAILROAD DETAILS, SEE KCS RAILROAD AND DART RAIL PRELIMINARY
TO A DESIGN DEFICIENCY.
10' WIDE ARE DUE TO TRANSITIONS TO/FROM EXISTING PAVEMENT AND NOT DUE
21. TRAVEL LANE WIDTHS SHOWN IN THE TYPICAL SECTIONS THAT ARE LESS THAN
RADII VARY PER INTERSECTION DUE TO THE DIFFERENCES IN SKEW.
20. U-TURNS WERE DESIGNED TO ACCOMMODATE A WB-67 DESIGN VEHICLE. CORNER
ON EACH SCHEMATIC ROLL.
19. MAJOR CROSS STREET CORNER RADII ARE R=50' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
18. MINOR CROSS STREET CORNER RADII ARE R=25' UNLESS NOTED OTHERWISE
IN THE SUPERELEVATION TABLES.
LANES HAVE A NC OF +/-2.5% UNLESS NOTED OTHERWISE ON EACH ROLL
17. LOW SPEED ROADWAYS HAVE A NC OF +/-2% AND HIGH SPEED MAIN
ROADWAY DESIGN MANUAL FOR REFERENCE.
SUPERELEVATION RATE OF 6%. SEE CHAPTER 2, SECTION 4 OF THE TXDOT
16. ALL SUPERELEVATION RATES WERE CALCULATED BASED ON USING A MAXIMUM
DETERMINED DURING THE ROW ACQUISITION PROCESS.
ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE
ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING STRUCTURE.
15. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED
DALLAS COUNTY APPRAISAL DISTRICT (JUNE 2016).
14. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM
WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.
13. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND
RECORD DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
12. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM
FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2014).
11. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA
RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).
10. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,
(UNLESS NOTED OTHERWISE).
9. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II
8. SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).
7. 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
6. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO
DETERMINED DURING PS&E DEVELOPMENT.
OTHERWISE ON EACH SCHEMATIC ROLL. FINAL DRIVEWAY DESIGN TO BE
RETURN RADII ARE R=15' MINIMUM OR R=25' DESIRABLE UNLESS NOTED
5. DRIVEWAY LOCATIONS ARE PRELIMINARY. FRONTAGE ROAD DRIVEWAY
PS&E DEVELOPMENT.
AND SUBJECT TO CHANGE. FINAL LOCATIONS TO BE DETERMINED DURING
4. SIDEWALK INTERSECTION ADA RAMP LOCATIONS ARE PRELIMINARY
GOVERNMENTS.
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL
GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
3. MEDIAN OPENINGS WERE DETERMINED IN COORDINATION WITH LOCAL
OCTOBER 12, 2016.
2. TRAFFIC VOLUMES AND METHODOLOGY APPROVED BY TP&P ON
ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED
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BASKETBALL COURT
Pool
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Pool
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38
4328
61 68
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55
67
52
27
51
64
49
66
39
65
57
501
502
503
504
572
593
571
60+00
65+00
15+00
20+00
25+00
30+00
10+00
25+00
30+00
35+00
10
+00
15
+00
20
+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
20+00
20+00
10+0
0
10+00
10+00
15+00
20+00
85+00
90+00
95+00
10+00 15+00
20+00
10+00
15+00
20+00
10+0
0
10+00
10+00
15+00
20+00
25+00
30+00
10+00
15+00
20+00
25+00
30+00
35+0040+00
45+00
50+00
55+00
60+00
65+00
70+00
490+00
495+00
500+00
505+00
510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
490+00
495+00500+00
505+00
510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
500+00
505+00510+00
515+00
520+00
525+00
530+00
535+00
540+00
485+00
490+00
495+00500+00 505+00
510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
PINYON TREE LN
TI
BL
VD
VALL
EY
VIE
W LN
DRIV
E
R
ABR
AM
S
RD
AV
EG
REE
NVIL
LE
DA
RT
DR
VANTAGE POINT
T5
T5
T5(Q
L-
D)
T5(Q
L-
D)
T5
T5
T(1
00
PR)
T13
T13
T13
T13
T13
T13
T(5
0P
R)
T(5
0P
R)
12"G(QL-D)
20"G(QL-D)
3-E
4-E
E2
E2E2E2
E2
E2E2
E2
2-E2
E2
E2
E2
E2
T(50PR)
T13
E2
E2
E2
E2
2-T1
T5
T5
2-T1
T5
2-T1
T1
T1
2-T1
E2
E2
E2(QL-D)
E2(QL-D)
E2(Q
L-
D)
12"G(QL-D)
E2
51'
11'14'
LN
1'11'
LN
6'
2'
LN
12'
LN
51'
11' 14'
LN
1'11'
LN
2'
LN
12'
LN
2'24'
29'
UTURN
2'1'
2'24'
29'
UTURN
2'
SW
1'
12' 12'
LC PABR
50'
11'14'
LN
1'11'
LN
6'
2'
LN
11'
LN
50'
11' 14'
LN
1'11'
LN
2'
LN
11'
LN
2'24'
29'
UTURN
2'1'
2'24'
29'
UTURN
2'
SW
1'
LC PGRN
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
PYLON PYLON
2.08% 1.56% 1.56% 2.08%
C IH635
2 2
MAX
3:1
MIN
8:1
MAX
3:1
MIN
8:1
SH
6'
LN
12'
LN
14'
VARIES
MAX
3:1
MIN
8:1
LN
14'
VARIES
5'
LN
14'
2.08% 2.08%
69'-73' EX PAVEMENT 69'-73' EX PAVEMENT
SHSH
2.0%1 1
LB
HS
4'
LN
14'
SH
NOTES:
4:1 MAX
6:1 DESIRABLE
3:1 MAX
4:1 DESIRABLE
1
2
3 4' DIAMETER BRIDGE COLUMN
EXI
ST
RO
W
EXI
ST
RO
W
10' 10'
SW
PGL
1.5%1.5% 1.5%
12'
10'
12'
SW
10'
1.5%
PGL
1.5% 1.5% 1.5% 1.5%
PGL
(MIRROR FOR EB)
1-LANE RAMP
PROPOSED IH 635
STA 468+00 TO STA 551+00
EXISTING IH 635
WB MAIN LANES EB MAIN LANES EB FR RDWB FR RD
32' 29'
8'
26'
2.0%1 1
HS
4'
SH LN
12'
BL
PGL
12'
LN
36'
8'
LN
11'
LN
11'
LN SW
11'
LN
33'-44'
LN
11'
LN
11'
LN
11'
LN
33'-44'
6'
4'
SW
6'22'
U-TURN
1'1'
28'
2'2'8'
1.56% 1.56%1.56%
LN
11'
LN
11'
LN SW
22'-33'
11'
LN
11'
LN LN
22'-33'
6'
4'
SW
6'
1.56% 1.56%
1'1'
11'
LN
11'
LN SW
11'
LNLN
11'
LN
11'
LN LN
42'-53'
SW
STA 14+51.18 TO STA 19+11.01
EXISTING GREENVILLE AVENUE
11'
LN
6'-16'
VAR VAR
LN
33'-42' 10'
TYP
10'
TYP
EXI
ST
RO
W
EXI
ST
RO
W
11'
LN
11'
LN SWLNLN
11'
LN LN
32'-43'
SW
11'
LN
6'-16'
VAR VAR
LN
31'-43'
EXI
ST
RO
W
EXI
ST
RO
W
9'-12'10'-13'
STA 19+11.01 TO STA 22+02.43
STA 10+77.79 TO STA 14+51.18
EXISTING GREENVILLE AVENUE
9'-11'
BRIDGE STRUCTURE NOT SHOWN
STA 15+33.48 TO STA 18+46.32
PROPOSED GREENVILLE AVENUE
BRIDGE STRUCTURE NOT SHOWN
STA 18+35.95 TO STA 22+02.17
PROPOSED ABRAMS ROAD
LN
11'
LNLN
11'
LN LN
11'
LN LN
11'
LN
LC PGRN
PGL
6'-17'
11'-14'
LNLN
0'-2'0'-2'
42'-61'
LN
11'
LNLN
11'
LN LN
11'
LN LN
11'
LN
LC PABR
PGL
6'-17'
11'-14'11'-14'
LNLN
0'-2' 0'-2'
39'-50'39'-60'
SWSW SWSW
EXI
ST/
PR
OP
RO
W10'
TYP
EXI
ST/
PR
OP
RO
W 10'
TYP 0'-1' 0'-1'
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
TYP
13'
STA 22+02.17 TO STA 26+80.00
STA 14+20.69 TO STA 18+35.95
PROPOSED ABRAMS ROAD
STA 18+46.32 TO STA 22+02.43
STA 10+77.79 TO STA 15+33.48
PROPOSED GREENVILLE AVENUE
0'-1'0'-1'
1 11 1
STA 17+48.56 TO STA 22+85.94
EXISTING ABRAMS ROAD
33'-61'
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 PEB635GPL 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
11.5%
PGL2.5%(TYP)
2.0%11
1.5%
0'-26' 0'-26'
2'-52' 2'-39'
PROP ROW VARIES 449'-697'
12
0-12'
0 2
2-LANE RAMP
PROPOSED IH 635
STA 22+85.94 TO STA 26+80.00
STA 14+20.69 TO STA 17+48.56
EXISTING ABRAMS ROAD
VAR (2.0% TYP) VAR (2.0% TYP) VAR (2.0% TYP) VAR (2.0% TYP)
CTB
CTB CTB CTB
CTB
CTR CTR CTR
CTR
CTR
CTR CTR CTR
CTR 1CTR
CTB(1)
(1)
(1)(1)
(1) (1)
(2)(2)
(2)
(2)
(2)(2) (2)
(2)
(2) (2)
RETAINING WALL RETAINING WALL(3)(3)
12' 12'
2.5%(TYP) 2.5%(TYP)
PGL
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' 0-12'
2'
11' 14'
1'
68'-92' 56'-92'38'38'
6'
LNLNLN SW
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNS
EB FRONT RD
EB MAN LNSWB MAN LNSWB GEN PURPOSE LNS
1
15'
TYP
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
28'-39'
EXI
ST/
PR
OP
RO
W
WB FRONT RD
15'
TYP
28'-39'
1
LN
14' 11'
LN LN
1'2'
SW
6'
0-12' 0-12'
4'-16'
CTBCTB
PROP ROW VARIES 344'-892'
2'-30' 2'-29'
CTB
(1)
(1)
(1)
2.0%1.5%
CTR1
CTR(2)
(2)
RETAINING WALL(3)
2.0% 1.5%
PGL
CTRCTR
1
(2)(2)
RETAINING WALL(3)
12'
EB GP PGLWB GP PGL
WB GP PGL EB GP PGL
B PWB635FR-A
B PWB635FR-A
FROM STA 606+96 TO STA 955+30
EB GP 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 GP PGL CONTROLS FROM STA 494+00 TO STA 535+39
FROM STA 640+77 TO STA 642+27
EB MANAGED LANE RAMP FROM STA 500+54 TO STA 522+77
FROM STA 639+83 TO STA 642+07
WB MANAGED LANE RAMP FROM STA 511+45 TO STA 522+77
STA 639+86 TO STA 642+27
STA 501+20 TO STA 522+77
PROPOSED IH 635
1.5% 1.5%
PGL
3' 3'
EX ROW VARIES 372'-659'
LIMITS SHOWN IN TYPICAL SECTIONS
(3) SEE PLAN VIEW FOR RETAINING WALL
CLEAR ZONE PROVIDED)
(CTR NOT REQUIRED WHEN UNOBSTRUCTED
(2) CTR: CONCRETE TRAFFIC RAIL
(1) CTB: CONCRETE TRAFFIC BARRIER
2'-55'2'-53'
2'-25' 2'-35'
2.0%11
HS
4'
SHLN
12'
BL
PGL
12'
LN
34'
6'
2-LANE RAMP
PROPOSED IH 635
FROM STA 606+96 TO STA 654+70
EB GP PGL CONTROLS FROM STA 492+90 TO STA 535+13
FROM STA 602+53 TO STA 661+83
WB GP PGL CONTROLS FROM STA 489+31 TO STA 535+35
STA 582+83 TO STA 639+86
STA 522+77 TO STA 571+90
STA 493+00 TO STA 501+20
PROPOSED IH 635
VPI STA = 500+00.00
EL = 574.37
(-)0.60% (+)0.60%
L = 200.00
K = 167
ex = 0.30'
VPI STA = 507+90.00
EL = 579.11
(+)0.60%
(+)3.0
0%
L = 350.00
K = 146
ex = 1.05'
VPI STA = 521+60.00
EL = 620.16
(+)3.0
0% (-)3.00%
L = 1,800.00
K = 300
ex = -13.49'
VP
C
ST
A 499
+00.00
EL
=574.97
VP
T
ST
A 501
+00.00
EL
=574.97
VP
C
ST
A 506
+15.00
EL
=578.06
VP
T
ST
A 509
+65.00
EL
=584.36
VP
C
ST
A 512
+60.00
EL
=593.20
VP
T
ST
A 530
+60.00
EL
=593.16
578.57
577.97
577.37
576.77
576.17
575.57
574.97
574.67
574.97
575.57
576.17
576.77
577.37
577.97
578.82
580.34
582.55
585.40
588.40
591.40
594.37
597.06
599.43
601.46
603.16
604.52
605.55
606.25
606.61
606.64
606.34
605.71
604.74
603.44
601.81
599.84
597.54
594.90
591.96
588.96
585.96
582.96
579.96
PEB635GP STA 533+53.54, 91.00' RT
STA 19+49.63, EL. 582.08'=
EB RAMP PREEGRN
PEB635GP STA 494+25.35, 94.0' RT
STA 90+07.59, EL. 575.47'=
EB RAMP PDS75E635
480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00
L
L
L
L
C PGRN STA 16+91.23, EL. 605.62'
C PIH635 STA 507+69.20=
PROP GREENVILLE AVE
C PABR STA 20+19.06, EL. 600.88'
C PIH635 STA 538+87.92=
PROP ABRAMS RD
17'2"
MI
N.
CL
R.
VPI STA = 541+75.00
EL = 572.78
(-)0.50% (-)1.47%
L = 200.00
K = 206
ex = -0.24'
VP
C
ST
A 540
+75.00
EL
=573.28
VP
T
ST
A 542
+75.00
EL
=571.31
573.14
572.28
570.94
569.47
568.00
MI
N.
CL
R.
16'8"
587.9
585.7
584.3
580.5
579.5
579.1
578.7
578.4
577.9
577.4
577.1
577.4
578.0
578.5
579.1
579.3
579.8
580.4
581.1
582.4
584.4
587.2
590.0
593.0
596.0
598.6
601.1
603.1
604.9
606.5
607.6
608.5
609.1
609.5
609.5
609.2
608.7
607.6
606.4
604.7
602.9
600.8
598.4
595.8
592.9
589.9
586.9
583.9
581.1
579.0
576.8
575.9
574.4
573.0
571.4
569.9
568.6
VPI STA = 491+55.00
EL = 580.56
(-)1.65% (-)0.50%
L = 300.00
K = 260
ex = 0.43'VPI STA = 499+70.00
EL = 576.51
(-)0.50% (+)0.54%
L = 200.00
K = 192
ex = 0.26'
VPI STA = 508+15.00
EL = 581.11
(+)0.54%
(+)3.0
0%
L = 350.00
K = 142
ex = 1.07'
VPI STA = 521+70.00
EL = 621.76
(+)3.0
0% (-)3.00%
L = 1,700.00
K = 283
ex = -12.74'
VPI STA = 537+30.00
EL = 575.01
(-)3.00% (-)0.50%
L = 350.00
K = 140
ex = 1.09'
VP
C
ST
A 490
+05.00
EL
=583.04
VP
T
ST
A 493
+05.00
EL
=579.82
VP
C
ST
A 498
+70.00
EL
=577.01
VP
T
ST
A 500
+70.00
EL
=577.06
VP
C
ST
A 506
+40.00
EL
=580.15
VP
T
ST
A 509
+90.00
EL
=586.36
VP
C
ST
A 513
+20.00
EL
=596.26
VP
T
ST
A 530
+20.00
EL
=596.28
VP
C
ST
A 535
+55.00
EL
=580.25
VP
C
ST
A 540
+75.00
EL
=573.28
583.12
581.64
580.55
579.84
579.35
578.85
578.35
577.86
577.36
576.89
576.80
577.22
577.76
578.31
578.85
579.39
579.94
580.61
581.92
583.94
586.66
589.66
592.66
595.66
598.54
601.08
603.27
605.11
606.59
607.72
608.50
608.92
609.00
608.72
608.08
607.10
605.76
604.07
602.02
599.62
596.88
593.89
590.89
587.89
584.89
581.90
578.97
576.65
575.05
574.16
573.66
PIH635 STA 522+74.47, 64.03' RT
STA 54+89.16, EL. 607.22'=
WB RAMP PMRWX75
PIH635 STA 522+76.64, 61.00' LT
STA 60+87.58, EL. 607.29'=
EB RAMP PMREE75
VP
T
ST
A 539
+05.00
EL
=574.13
VPI STA = 491+30.00
EL = 579.34
(-)1.90% (-)0.50%
L = 300.00
K = 214
ex = 0.52'
VPI STA = 500+20.00
EL = 574.89
(-)0.50% (+)0.59%
L = 200.00
K = 183
ex = 0.27'
VPI STA = 508+40.00
EL = 579.75
(+)0.59%
(+)3.0
0%
L = 350.00
K = 146
ex = 1.05'
VPI STA = 521+85.00
EL = 620.05
(+)3.0
0% (-)3.00%
L = 1,800.00
K = 300
ex = -13.49'
VP
C
ST
A 489
+80.00
EL
=582.19
VP
T
ST
A 492
+80.00
EL
=578.59
VP
C
ST
A 499
+20.00
EL
=575.39
VP
T
ST
A 501
+20.00
EL
=575.48
VP
C
ST
A 506
+65.00
EL
=578.71
VP
T
ST
A 510
+15.00
EL
=584.99
VP
C
ST
A 512
+85.00
EL
=593.08
VP
T
ST
A 530
+85.00
EL
=593.05
581.82
580.25
579.14
578.49
577.99
577.49
576.99
576.49
575.99
575.49
575.17
575.38
575.96
576.55
577.14
577.73
578.33
578.96
580.14
582.00
584.55
587.54
590.53
593.53
596.31
598.76
600.87
602.65
604.10
605.21
605.99
606.44
606.56
606.34
605.79
604.90
603.68
602.13
600.25
598.03
595.48
592.60
589.60
586.60
583.60
580.60
PWB635GP STA 501+09.84, 92.06' LT
STA 27+62.97, EL. 573.13'=
WB RAMP PDW635N75
PWB635GP STA 530+64.47, 94.00' LT
STA 16+03.04, EL. 591.31'=
WB RAMP PRWXGRN
6,7509,100
10,200
6,7509,100
10,200
6,1508,1509,100
19,00025,100
27,950
82,600
109,150
121,350
19,15025,70028,850
5,7507,7008,650
7,050
9,450
10,600
13,40018,00020,200
20,450
27,45030,800
27,800
36,700
40,950
20,50027,200
30,550
5,750
7,700
8,650
19,150
25,700
28,850
13,700
18,350
20,600
14,700
19,500
21,800
49,200
64,850
71,900
7,150
9,500
10,550
20,45027,450
30,800
12,15016,200
18,050
75,550
99,700110,750
26,350
34,850
38,850
81,900112,900125,500
7,0509,45010,600
32,65043,40048,600
31,40041,35046,050
13,40018,00020,200
6,100
8,1009,050
27,750
36,85041,300
21,650
28,75032,250
88,000121,000
134,550
2,900
3,950
4,40014,250
18,90021,050
20,450
27,45030,800
44,300
58,550
65,250
4,9006,4507,200
68,85095,750
106,600
63,95089,30099,400
13,70018,350
20,600
63,900
84,35093,700
9,60012,750
14,250
41,700
55,300
61,750
13,10017,20019,150
3,5004,4504,900
TOLL/MANAGED LANES
TOLL/MANAGED LANES
ACCESS RAMP
IH-635
IH-635
FRONTAGE
PR
OJ
EC
T
BE
GI
N
30,80027,45020,450
30,80027,45020,450
76,80069,20052,450
85,55076,85054,600
61,75055,30041,700
11,90010,6507,900
10,2009,1006,750
10,2009,1006,750
16,90015,15011,450
7,5006,7005,000
PR
OJ
EC
T
BE
GI
N
FRONTAGE
ACCESS RAMP
EASTBOUND
[ IH635 STA. 448+00
PROPOSED SIGNS ON EXISTING OSB #1
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
TO BE REMOVED
EXISTING SIGNS
EASTBOUND
[ IH635 STA. 448+00
ON EXISTING OSB #1
REMAIN
EXISTING SIGN TO
EASTBOUND
[ IH635 STA. 448+00
ON EXISTING OSB #1
BE REMOVED
EXISTING SIGN TO
EASTBOUND
[ IH635 STA. 469+35
PROPOSED COSS #2
EASTBOUND
[ IH635 STA. 463+00
PROPOSED COSS #1
EASTBOUND
[ IH635 STA. 455+00
ON OSB #2
TO BE REMOVED
EXISTING SIGN PANEL
EASTBOUND
[ IH635 STA. 455+00
ON OSB #2
TO BE REPLACED
PROPOSED SIGN PANEL
EASTBOUND
[ IH635 STA. 455+00
ON OSB #2
TO BE REPLACED
PROPOSED SIGN PANEL
EASTBOUND
[ IH635 STA. 463+00
PROPOSED COSS #1
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
PROPOSED SIGN TO BE REPLACED
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
TO BE REMOVED
EXISTING SIGNS
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
EXISTING SIGN TO REMAIN
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
EXISTING SIGNS TO BE REMOVED
EASTBOUND
[ IH635 STA. 466+05.94
ON EXISTING OSB #3
EXISTING SIGNS TO REMAIN
EASTBOUND
[ IH635 STA. 469+35
PROPOSED COSS #2
EASTBOUND
[ IH635 STA. 471+35.45
PROPOSED OSB #2A
EASTBOUND
[ IH635 STA. 471+35.45
PROPOSED OSB #2A
EASTBOUND
[ IH635 STA. 471+35.45
TO BE REMOVED
EXISTING SIGN & OSB
EASTBOUND
[ IH635 STA. 475+25.58
TO BE REMOVED
EXISTING SIGNS
EASTBOUND
[ IH635 STA. 475+25.58
ON EXISTING COSS #2
PROPOSED SIGNS
EASTBOUND
[ IH635 STA. 493+50
PROPOSED COSS #4
EASTBOUND
[ IH635 STA. 495+75
PROPOSED OSB #1
EASTBOUND
[ IH635 STA. 506+69
MOUNT ON BRIDGE
EASTBOUND
[ IH635 STA. 521+88
PROPOSED COSS #7
EASTBOUND
[ IH635 STA. 528+26
PROPOSED COSS #9
WESTBOUND
[ IH635 STA. 508+69
MOUNT ON BRIDGE
WESTBOUND
[ IH635 STA. 513+50
PROPOSED COSS #5
WESTBOUND
[ IH635 STA. 527+00
PROPOSED OSB #2
WESTBOUND
[ IH635 STA. 519+00
PROPOSED COSS #6
WESTBOUND
[ IH635 STA. 527+00
PROPOSED OSB #2
WESTBOUND
[ IH635 STA. 541+00
PROPOSED OSB #3
EASTBOUND
[ IH635 STA. 471+35.45
TO BE REMOVED
EXISTING SIGN & OSB
EASTBOUND
[ IH635 STA. 475+25.58
TO BE REMOVED
EXISTING SIGNS
EASTBOUND
[ IH635 STA. 475+25.58
ON EXISTING COSS #2
PROPOSED SIGNS
EASTBOUND
[ IH635 STA. 447+00
PROPOSED OSB #1
WESTBOUND
[ IH635 STA. 527+00
PROPOSED COSS #8
EASTBOUND
[ IH635 LANES STA. 432+21(+/-)
ON EXISTING COSS #1
PROPOSED SIGN TO BE REPLACED
EASTBOUND
[ IH635 LANES STA. 432+21(+/-)
ON EXISTING COSS #1
EXISTING SIGN TO BE REMOVED
VPI STA = 472+75.00
EL = 576.27
(-)0.98%
(+)3.0
0%
L = 550.00
K = 138
ex = 2.74'
VPI STA = 482+00.00
EL = 604.05
(+)3.0
0% (-)3.10% L = 1,200.00
K = 197
ex = -9.15'
VPI STA = 489+75.00
EL = 580.03
(-)3.10% (-)0.48%
L = 350.00
K = 134
ex = 1.15'
VP
T
ST
A 470
+00.00
EL
=578.97
VP
C
ST
A 470
+00.00
EL
=578.97
VP
T
ST
A 475
+50.00
EL
=584.53
VP
C
ST
A 476
+00.00
EL
=586.03
VP
C
ST
A 488
+00.00
EL
=585.45
VP
T
ST
A 491
+50.00
EL
=579.19
579.80
578.97
578.35
578.46
579.29
580.84
583.12
586.03
588.78
591.02
592.75
593.98
594.69
594.90
594.59
593.78
592.46
590.64
588.30
585.45
582.73
580.75
579.52
578.95
EL
=585.45
VP
T
ST
A 488
+00.00
580.48
579.72
579.57
580.03
581.10
582.78
585.06
587.78
590.46
592.68
594.38
595.57
596.23
596.38
596.01
595.13
593.72
591.80
589.36
586.48
583.99
VPI STA = 472+00.00
EL = 576.82
(-)1.21% (+)2.7
4%
L = 650.00
K = 164
ex = 3.21'
VPI STA = 482+00.00
EL = 604.22
(+)2.7
4% (-)2.96%
L = 1,100.00
K = 193
ex = -7.84'
(-)2.96%
VP
T
ST
A 468
+75.00
EL
=580.77
VP
C
ST
A 468
+75.00
EL
=580.77
VP
T
ST
A 475
+25.00
EL
=585.73
VP
C
ST
A 476
+50.00
EL
=589.15
VP
C
ST
A 487
+75.00
EL
=587.20
EL
=587.94
VP
T
ST
A 487
+50.00
5,7005,0503,750
1,000900650
300250200
1,050950700
350300250
11,50010,3007,700
6,7006,0004,500
4,9004,4003,300
6,0005,3003,950
6,9506,2004,650
18,60016,65012,550
5,7505,1503,900
25,10022,50017,100
5,9005,3003,950
5,5505,0003,750
9,6008,6006,450
17,10015,30011,550
11,40010,0507,600
30,55027,40020,600
6,1505,5004,100
19,40017,40013,100
4,7504,2503,200
20,55018,40013,900
5,5004,7503,600
7,8507,0505,300
9,9008,8506,700
4,2503,7502,850
12,70011,4008,700
3,0502,7502,050
15,85014,20010,700
6,9006,2004,650
8,6507,8005,850
15,20013,45010,150
7,9007,0505,300
9,5508,5506,450
3,4003,0502,300
14,85013,35010,050
2,7502,4501,850
N
520
530
540
550
560
570
580
590
600
610
640
630
620
520
530
540
550
560
570
580
590
600
610
640
630
620
L
L
L
L
L
C PABRL
EXI
ST
EL.
B PRWXGRNL
AT PIH635 PGLEX GROUND
PROP PIH635 PGL
PMRWX75-1
B PWB635FR-A
PR
OP
PI
H635
PG
L
LC PGRN
L
1
L
B PEB635GP
LB PMRWX75
LB PMREE75
PMRWX75-2
PMRWX75-4
PMRWX75-5
PMRWX75-6
PMRWX75-7
PMRWX75-9
PWB635GP-2
PWB635GP-3
PWB635GP-4
PIH635-2
PIH635-3
PEB635GP-3
PMREE75-1
PMREE75-2
PMREE75-3
PMREE75-5
PRWXGRN-4
PWB635FR-A-1
PWB635FR-A-2
PEB635FR-1
PEB635FR-4
PGRN-4
PGRN-3
PGRN-2
PGRN-1
EX ROW
L
L
L
L
PIH635-4
PIH635-5
PMREE75-8
PMREE75-9PMREE75-10
PEB635GP-2
PEB635GP-4
PEB635GP-4B PEB635FR
PEB635FR-8
L
PRWXGRN-2
1-30" RCP
EXIST
PROP PEB635GP PGL
PROP PWB635GP PGL
EXI
ST
PW
B635
GP
PG
L
EXI
ST
PE
B635
GP
PG
L
EXIST WB635GP PGL
EXIST EB635GP PGL
CSJ 2374-01-183
C
PI
H635
ST
A 545
+00
MA
TC
H
LI
NE
SH
EE
T 2
CSJ 2374-01-183
MA
TC
H
LI
NE
SH
EE
T 2
ST
A 545
+00
PIH635-6
SUPERELEVATION
TO BE REMOVED
EXIST DRIVEWAY
PROPOSED IH 635 MAINLANES (60 MPH)
THROUGH STRIPING DELINEATIONPINYON TREE LN RESTRICTED
RAMP ACCESS TO PARCEL 55 &
L LC/B
SUPERELEVATION SIGN CONVENTION
(-)
(-)(+)
(+)
L
MA
RKVIL
LE
DR
475+00470+00
BE
GI
N
CSJ 2374-01-183
C
EI
H635
ST
A 468
+00
BE
GI
N
PR
OJ
EC
T
L
L
MATCH EXISTING PAVEMENT
B PMRWX75 STA 10+00.08, 8' LT
BEGIN WB DC WIDENING
L
L
L
EX ROW
B PWB635GP
MATCH EXISTING PAVEMENT
B PDW635N75 STA 21+61.21
BEGIN WB DC RECONSTRUCTION
L
L
L
ABRAMS RD.
GREENVILLE AVE.
GREENVILLE AVE.
ABRAMS RD.TI BLVD
TI BLVD
PWB635GP-1
PMRWX75-3
PDW635N75-1
PDW635N75-2
PDW635N75-3PMRWX75-8
PRWXGRN-1
PREEGRN-1
PDS75E635-1
PMREE75-4
PREFXTIB-3
PREXTIB-2
PREFXTIB-2
PGRN STA 16+21.38
PEB635GP STA 507+72.73
(SIGNALIZED INTERSECTION)
PGRN STA 14+51.18
PEB635FR STA 506+44.10
B PREEGRN
(SIGNALIZED INTERSECTION)
PABR STA 17+52.09
PEB635FR STA 538+66.14
EX ROW
PROP ROW
PROP ROW
PGRN STA 17+64.14
PWB635GP STA 507+51.30
(SIGNALIZED INTERSECTION)
PGRN STA 19+10.47
PWB635FR-A STA 508+78.47
PGRN STA 16+91.23
PIH635 STA 507+69.20
PROP ROW
PRWXGRN-3
1
R2
R3
L7
MATCH EXISTING PAVEMENT
C PGRN STA 22+02.43
END CONSTRUCTION
GREENVILLE AVE
MATCH EXISTING PAVEMENT
C PABR STA 27+50.00
END CONSTRUCTION
ABRAMS RD
E2
E2
E2
E2
E2
E2
54"W(QL-D)
54"W(QL-D)
E2
E2
E2
E2
E2
PMRWX75 STA 50+50, 9' LT & 19' RT
BEGIN PROP RET WALL
PMREE75 STA 56+30, 19' LT & 9' RT
BEGIN PROP RET WALL
PMREE75 STA 59+75, 19' LT
END PROP RET WALL
PMREE75 STA 59+75, 9' RT
END PROP RET WALL
TO BE REMOVED
EXIST DRIVEWAY
R=110'
PROP ROW
PROP ROW
EX ROW
EX ROW
PROP ROW
EX ROW
R=60'
EX ROW
PROP ROW
R=5'R=10'
R=10'
9' LT & 19' RT
PMRWX75 STA 52+50,
END PROP RET WALL
R=10'
MBC
6-10'X7'
EXIST
CEMETERY
RESTLAND MEMORIAL
PREFXTIB-1
MATCH EXISTING PAVEMENT
B PREFXTIB STA 16+09.45
BEGIN EB FRONTAGE ROAD RECONSTRUCTION
PREXTIB-1
COSS #2
COSS #4
OSB #1
COSS #7
COSS #9
OSB #2
COSS #8
COSS #6
465+00
470+00
475+00
480+00485+00
465+00
470+00
475+00
480+00485+00
465+00
470+00
475+00
480+00
485+00
490+00
PEB635GP-1
PIH635-1
LMATCH EXISTING PAVEMENT
C PIH635 STA 489+33.83, EL. 584.21
BEGIN PIH635 PGL
L
L
B EXEB635GPL
B EXWB635GPL
C EIH635L
SHIFT C 7.88' RT
PIH635 STA 489+00.00
EIH635 STA 488+82.55 =
L
MATCH EXISTING PAVEMENT
PIH635 STA 493+00.00
LANE RECONSTRUCTION
BEGIN EB IH 635 MANAGED
MATCH EXISTING PAVEMENT
SHIFT B 6.26' RT
PEB635GP STA 492+89.52
EXEB635GP STA 492+38.59=
RECONSTRUCTION
BEGIN EB IH 635 MAINLANE
L
MATCH EXISTING PAVEMENT
SHIFT B 0.98' RT
PWB635GP STA 489+30.73
EXWB635GP STA 489+42.45 =
BEGIN WB IH 635 MAINLANE RECONSTRUCTION
L
MATCH EXISTING PAVEMENT
PIH635 STA 489+33.83
LANE RECONSTRUCTION
BEGIN WB IH 635 MANAGED
PMREE75-6
PMREE75-7PDS75E635-2
PEB635GP-5
PEB635FR-3
PEB635FR-2
PEB635FR-5
PEB635FR-9
PREEGRN-5
PWB635FR-A-3
PWB635FR-A-4
PWB635FR-A-5
PABR-U1-1
PABR-U1-2
PABR-U2-2
PABR-U2-1
PGRN-U2-1
PGRN-U1-1
PABR STA 20+19.06
PIH635 STA 538+87.92
MATCH EXISTING PAVEMENT
B PDS75E635 STA 86+98.13
BEGIN EB DC RECONSTRUCTION
MATCH EXISTING PAVEMENT
B PEB635FR STA 500+05.90
BEGIN EB FR RECONSTRUCTION
PWB635GP STA 494+50, 59' LT
BEGIN PROP RET WALL
PWB635GP STA 499+00, 59' LT
END PROP RET WALL
MATCH EXISTING PAVEMENT
B PWB635FR-A STA 506+49.00
BEGIN WB FR RECONSTRUCTION
71' LT
PWB635GP STA 529+45,
END PROP RET WALL
PGRN-U1-2
PGRN-U2-2
L
L
MATCH EXISTING PAVEMENT
B PREFXTIB STA 20+64.49
END EB FRONTAGE ROAD RECONSTRUCTION
SHIFT B 21.43' LT
PMREE75 STA 9+32.86
EREFXTIB STA 16+13.20 =
EX ROW
COSS #1
L2
L1
L3
L5
L6
L8
L9
R4
R6
R5
R7
PROPOSED TAPERS
TURN BAY LENGTHS
1A
1B
3
6
R=65'
EXISTING OSB #1
EXISTING OSB # 3
EXISTING OSB #2 MOUNT ON BRIDGE
EXISTING COSS #2
BRIDGE
MOUNT ON
OSB #3
MRWESKL-1
MRWESKL-2
B MRWESKLL
MRWESKL-3
MREXSKL-1
B MREXSKLL
PDS75E635 STA 89+63, 7' RT
BEGIN PROP RET WALL
PDW635N75 STA 26+50, 9' LT
BEGIN PROP RET WALL
4
PEB635FR-6
PEB635FR-7
PEB635FR-10
PEB635FR-11
(SIGNALIZED INTERSECTION)
PABR STA 22+73.32
PWB635FR-A STA 538+98.74
ACCESS TO RAMPPREVENTGORE TO
IMPLEMENT RAISED
9' RT
STA 13+00,
WALL PREEGRN
BEGIN PROP RET
PREEGRN-2
9' LT
STA 13+00,
WALL PRWXGRN
BEGIN PROP RET
C PIH635 STA 489+34.15, EL. 584.21
SHIFT PIH635 PGL 52' LT TO PWB635GP PGL
B PWB635GP STA 489+30.73, EL. 583.13=
BEGIN PWB635GP PGL
L
C PIH635 STA 492+99.98, EL. 579.84
SHIFT PIH635 PGL 55.9' RT TO PEB635GP PGL
B PEB635GP STA 492+89.52, EL. 578.63=
BEGIN PEB635GP PGL
L
C PIH635 STA 535+30.85, EL. 580.97
SHIFT PEB635GP PGL 56.0' LT TO PIH635 PGL
B PEB635GP STA 535+13.14, EL. 579.57'=
END PEB635GP PGL
L
C PIH635 STA 535+31.16, EL. 580.96
SHIFT PWB635GP PGL 56.0' RT TO PIH635 PGL
B PWB635GP STA 535+34.44, EL. 579.57=
END PWB635GP PGL
L
L
OSB #2
C PIH635
R=100'
R=75'
L
L
MATCH EXISTING PAVEMENT
34.65' LT
B EDS75E635 STA 62+80.93,
BEGIN EB DC WIDENING
LBEGIN WB DC CONSTRUCTION
B PMRWX75 STA 20+97.88
END WB DC WIDENING
PGRN STA 21+13, 56.5' RT
BEGIN PROP RET WALL
PWB635FR-A STA 509+64, 20.4' LT
END PROP RET WALL
PREEGRN-3
5
PREEGRN-4
PROP ROW
TO ASSIST WITH CALCULATION OF VERTICAL CLEARANCES AND U-TURN PROFILES.
CROSS SLOPE TRANSITIONS SHOWN ABOVE ARE PRELIMINARY AND WERE DEVELOPED
* NOTE: FINAL DETAILS FOR INTERSECTION GRADING TO BE DEVELOPED DURING PS&E.
L10
L
C PABR STA 14+20.69
BEGIN WIDENING
ABRAMS RD
L
ROLL 1
BASELINE CURVE P.I. STA DELTA RADIUS (FT) TANGENT
LENGTH (FT)
CURVE LENGTH
(FT)CHORD BEARING CHORD
LENGTH (FT)P.C. STA P.T. STA BACK TANGENT AHEAD TANGENT
PABR(4)
(40 MPH)
-- 10+00.00 -- -- -- -- -- -- -- -- -- N 1°10'31.90" W
-- 30+16.85 -- -- -- -- -- -- -- -- N 1°10'31.90" W --
PABR-U1
(15 MPH)
PABR-U1-1 10+87.10 100° 04' 6.76" (LT) 73.00 87.10 127.50 N 48° 51' 31.48" E 111.90 10+00.00 11+27.50 S 81° 06' 25.14" E N 1° 10' 31.90" W
PABR-U1-2 14+15.83 2° 59' 14.07" (LT) 76.00 1.98 3.96 N 2° 40' 8.93" W 3.96 14+13.85 14+17.82 N 1° 10' 31.90" W N 4° 09' 45.96" W
PABR-U2
(15 MPH)
PABR-U2-1 10+02.05 3° 05' 24.34" (RT) 76.00 2.05 4.10 N 2° 43' 14.07" W 4.10 10+00.00 10+04.10 N 4° 15' 56.24" W N 1° 10' 31.90" W
PABR-U2-2 13+55.87 85° 36' 45.53" (RT) 73.00 67.61 109.08 N 41° 37' 50.87" E 99.21 12+88.26 13+97.34 N 1° 10' 31.90" W N 84° 26' 13.63" E
PDS75E635
(40 MPH)
PDS75E635-1 88+38.82 4° 14' 26.48" (RT) 3800.00 140.69 281.25 S 61° 11' 36.87" E 281.19 86+98.13 89+79.38 S 63° 18' 50.11" E S 59° 04' 23.63" E
PDS75E635-2 93+30.00 5° 10' 4.86" (RT) 3800.00 171.49 342.76 S 56° 29' 21.20" E 342.64 91+58.51 95+01.27 S 59° 04' 23.63" E S 53° 54' 18.77" E
PDW635N75
(40 MPH)
PDW635N75-1 22+49.22 1° 54' 9.49" (LT) 5300.00 88.01 176.00 S 56° 16' 1.48" E 175.99 21+61.21 23+37.21 S 55° 18' 56.73" E S 57° 13' 6.22" E
PDW635N75-2 29+64.47 7° 53' 0.40" (RT) 3800.00 261.84 522.85 S 53° 16' 36.03" E 522.44 27+02.63 32+25.48 S 57° 13' 6.22" E S 49° 20' 5.83" E
PDW635N75-3 34+29.05 4° 23' 57.15" (LT) 5300.00 203.57 406.94 S 51° 32' 4.40" E 406.84 32+25.48 36+32.42 S 49° 20' 5.83" E S 53° 44' 2.98" E
PEB635FR
(40 MPH)
PEB635FR-1 502+71.70 4° 51' 45.23" (RT) 2000.00 84.92 169.74 S 52° 20' 19.74" E 169.68 501+86.78 503+56.51 S 54° 46' 12.35" E S 49° 54' 27.13" E
PEB635FR-2 506+48.99 7° 46' 51.01" (LT) 1500.00 102.01 203.70 S 53° 47' 52.63" E 203.55 505+46.98 507+50.68 S 49° 54' 27.13" E S 57° 41' 18.14" E
PEB635FR-3 508+20.30 3° 59' 14.53" (RT) 2000.00 69.62 139.19 S 55° 41' 40.87" E 139.16 507+50.68 508+89.87 S 57° 41' 18.14" E S 53° 42' 03.61" E
PEB635FR-4 513+02.27 2° 43' 28.91" (RT) 2000.00 47.56 95.11 S 52° 20' 19.15" E 95.10 512+54.70 513+49.81 S 53° 42' 03.61" E S 50° 58' 34.70" E
PEB635FR-5 515+41.69 1° 02' 16.71" (LT) 4000.00 36.23 72.46 S 51° 29' 43.06" E 72.46 515+05.46 515+77.92 S 50° 58' 34.70" E S 52° 00' 51.41" E
PEB635FR-6 525+27.66 3° 43' 24.97" (LT) 1000.00 32.51 64.99 S 53° 52' 33.90" E 64.98 524+95.16 525+60.15 S 52° 00' 51.41" E S 55° 44' 16.38" E
PEB635FR-7 527+53.89 6° 14' 41.49" (RT) 1000.00 54.55 108.99 S 52° 36' 55.64" E 108.94 526+99.34 528+08.34 S 55° 44' 16.38" E S 49° 29' 34.89" E
PEB635FR-8 530+98.36 5° 19' 34.65" (LT) 1500.00 69.77 139.44 S 52° 09' 22.22" E 139.39 530+28.59 531+68.03 S 49° 29' 34.89" E S 54° 49' 09.54" E
PEB635FR-9 533+10.81 2° 42' 07.40" (RT) 1500.00 35.38 70.74 S 53° 28' 05.84" E 70.73 532+75.43 533+46.17 S 54° 49' 09.54" E S 52° 07' 02.14" E
PEB635FR-10 537+48.33 4° 15' 00.52" (RT) 2000.00 74.21 148.36 S 49° 59' 31.89" E 148.32 536+74.12 538+22.47 S 52° 07' 02.14" E S 47° 52' 01.63" E
PEB635FR-11 538+96.69 4° 15' 00.52" (LT) 2000.00 74.21 148.36 S 49° 59' 31.89" E 148.32 538+22.47 539+70.83 S 47° 52' 01.63" E S 52° 07' 02.14" E
PEB635GP
(60 MPH)
PEB635GP-1 494+19.80 5° 53' 47.62" (RT) 8100.00 417.17 833.61 S 56° 26' 35.65" E 833.24 490+02.62 498+36.23 S 59° 23' 29.46" E S 53° 29' 41.84" E
PEB635GP-2 499+69.77 1° 16' 30.51" (LT) 12000.00 133.54 267.07 S 54° 07' 57.10" E 267.06 498+36.23 501+03.30 S 53° 29' 41.84" E S 54° 46' 12.35" E
PEB635GP-3 508+16.91 5° 24' 25.86" (RT) 9000.00 424.99 849.36 S 52° 03' 59.42" E 849.04 503+91.91 512+41.27 S 54° 46' 12.35" E S 49° 21' 46.49" E
PEB635GP-4 515+14.33 2° 48' 55.09" (LT) 11112.00 273.06 546.00 S 50° 46' 14.04" E 545.95 512+41.27 517+87.28 S 49° 21' 46.49" E S 52° 10' 41.59" E
PEB635GP-5 524+41.35 3° 34' 04.76" (LT) 11112.00 346.10 691.98 S 53° 57' 43.97" E 691.87 520+95.25 527+87.23 S 52° 10' 41.59" E S 55° 44' 46.35" E
PEB635GP-6 530+79.51 3° 43' 12.63" (RT) 9000.00 292.28 584.36 S 53° 53' 10.04" E 584.26 527+87.23 533+71.59 S 55° 44' 46.35" E S 52° 01' 33.72" E
PGRN
(40 MPH)
PGRN-1 11+87.97 10° 09' 15.80" (RT) 1000.00 88.85 177.23 N 26° 33' 34.60" E 177.00 10+99.13 12+76.36 N 21° 28' 56.70" E N 31° 38' 12.50" E
PGRN-2 13+91.08 10° 05' 12.82" (LT) 1300.00 114.73 228.86 N 26° 35' 36.09" E 228.57 12+76.36 15+05.22 N 31° 38' 12.50" E N 21° 32' 59.68" E
PGRN-3 20+10.00 9° 10' 45.73" (LT) 800.00 64.22 128.17 N 16° 57' 36.81" E 128.03 19+45.78 20+73.95 N 21° 32' 59.68" E N 12° 22' 13.95" E
PGRN-4 21+38.33 9° 12' 6.95" (RT) 800.00 64.38 128.48 N 16° 58' 17.42" E 128.35 20+73.95 22+02.43 N 12° 22' 13.95" E N 21° 34' 20.90" E
PGRN-U1
(15 MPH)
PGRN-U1-1 10+61.03 79° 47' 27.01" (LT) 73.00 61.03 101.66 N 61° 26' 43.18" E 93.64 10+00.00 11+01.66 S 78° 39' 33.31" E N 21° 32' 59.68" E
PGRN-U1-2 13+68.45 37° 03' 57.64" (LT) 126.00 42.24 81.51 N 3° 01' 00.86" E 80.10 13+26.21 14+07.72 N 21° 32' 59.68" E N 15° 30' 57.96" W
PGRN-U2
(15 MPH)
PGRN-U2-1 10+61.95 44° 36' 49.24" (RT) 151.00 61.95 117.58 N 0° 45' 24.94" W 114.63 10+00.00 11+17.58 N 23° 03' 49.56" W N 21° 32' 59.68" E
PGRN-U2-2 13+52.92 68° 23' 23.75" (RT) 86.00 58.43 102.65 N 55° 44' 41.56" E 96.67 12+94.48 13+97.13 N 21° 32' 59.68" E N 89° 56' 23.43" E
PGRN-U2-3 13+64.04 68° 23' 23.75" (RT) 86.00 58.43 102.65 N 55° 44' 41.56" E 96.67 13+05.60 14+08.25 N 21° 32' 59.68" E N 89° 56' 23.43" E
PIH635
(60 MPH)
PIH635-1 490+11.21 1° 05' 15.55" (LT) 8152.00 77.38 154.75 S 58° 07' 29.96" E 154.75 489+33.83 490+88.58 S 57° 34' 52.18" E S 58° 40' 7.73" E
PIH635-2 501+88.36 8° 04' 45.72" (RT) 11100.00 783.91 1565.23 S 54° 37' 44.87" E 1563.93 494+04.45 509+69.68 S 58° 40' 7.73" E S 50° 35' 22.01" E
PIH635-3 511+46.61 1° 49' 35.31" (LT) 11100.00 176.94 353.85 S 51° 30' 9.66" E 353.83 509+69.68 513+23.52 S 50° 35' 22.01" E S 52° 24' 57.32" E
PIH635-4 523+72.29 0° 35' 1.33" (LT) 12000.00 61.13 122.25 S 52° 42' 27.98" E 122.25 523+11.16 524+33.41 S 52° 24' 57.32" E S 52° 59' 58.65" E
PIH635-5 529+97.87 2° 20' 44.45" (RT) 12000.00 245.67 491.28 S 51° 49' 36.42" E 491.24 527+52.20 532+43.48 S 52° 59' 58.65" E S 50° 39' 14.19" E
PIH635-6 533+87.17 1° 22' 19.53" (LT) 12000.00 143.69 287.37 S 51° 20' 23.96" E 287.36 532+43.48 535+30.85 S 50° 39' 14.19" E S 52° 01' 33.72" E
PMREE75
(40 MPH)
PMREE75-1(1) 13+75.18 5° 42' 41.77" (LT) 2000.00 99.77 199.37 S 65° 12' 35.51" E 199.29 12+75.41 14+74.79 S 62° 21' 14.62" E S 68° 03' 56.40" E
PMREE75-2(1) 17+58.99 10° 17' 33.56" (RT) 835.00 75.20 150.00 S 62° 55' 09.62" E 149.80 16+83.79 18+33.79 S 68° 03' 56.40" E S 57° 46' 22.84" E
PMREE75-3 25+15.99 2° 47' 41.78" (LT) 5300.00 129.29 258.54 S 59° 10' 13.73" E 258.51 23+86.70 26+45.24 S 57° 46' 22.84" E S 60° 34' 04.62" E
PMREE75-4(1) 29+66.57 9° 16' 11.33" (RT) 1500.00 121.61 242.68 S 55° 55' 58.96" E 242.42 28+44.97 30+87.65 S 60° 34' 04.62" E S 51° 17' 53.29" E
PMREE75-5(1) 33+13.79 3° 28' 19.06" (LT) 1500.00 45.46 90.90 S 53° 02' 02.82" E 90.88 32+68.33 33+59.23 S 51° 17' 53.29" E S 54° 46' 12.35" E
PMREE75-6 42+65.44 2° 29' 55.80" (RT) 5300.00 115.59 231.15 S 53° 31' 14.46" E 231.13 41+49.85 43+81.00 S 54° 46' 12.35" E S 52° 16' 16.56" E
PMREE75-7(1) 47+83.57 13° 49' 23.78" (LT) 1000.00 121.22 241.26 S 59° 10' 58.45" E 240.68 46+62.35 49+03.61 S 52° 16' 16.56" E S 66° 05' 40.34" E
PMREE75-8(1) 52+49.82 13° 45' 56.19" (RT) 835.00 100.79 200.61 S 59° 12' 42.24" E 200.13 51+49.03 53+49.65 S 66° 05' 40.34" E S 52° 19' 44.15" E
PMREE75-9 62+49.39 3° 29' 52.73" (LT) 5300.00 161.84 323.57 S 54° 04' 40.52" E 323.52 60+87.55 64+11.12 S 52° 19' 44.15" E S 55° 49' 36.88" E
PMREE75-10 66+42.23 3° 14' 29.70" (RT) 4020.00 113.75 227.44 S 54° 12' 22.03" E 227.41 65+28.48 67+55.92 S 55° 49' 36.88" E S 52° 35' 07.18" E
PMREE75-11 70+47.78 0° 55' 46.15" (RT) 8200.00 66.51 133.03 S 52° 07' 14.11" E 133.02 69+81.27 71+14.29 S 52° 35' 07.18" E S 51° 39' 21.03" E
PMREE75-12 72+26.50 1° 08' 52.64" (LT) 11200.00 112.20 224.40 S 52° 13' 47.35" E 224.39 71+14.29 73+38.69 S 51° 39' 21.03" E S 52° 48' 13.67" E
PMRWX75
(40 MPH)
PMRWX75-1 12+53.46 3° 49' 12.73" (RT) 7600.00 253.46 506.73 S 58° 22' 17.84" E 506.64 10+00.00 15+06.73 S 60° 16' 54.20" E S 56° 27' 41.47" E
PMRWX75-2 20+56.85 5° 26' 2.57" (LT) 7000.00 332.20 663.89 S 59° 10' 42.76" E 663.65 17+24.66 23+88.55 S 56° 27' 41.47" E S 61° 53' 44.04" E
PMRWX75-3(1) 25+56.41 12° 58' 42.25" (RT) 1060.00 120.57 240.11 S 55° 24' 22.92" E 239.59 24+35.84 26+75.94 S 61° 53' 44.04" E S 48° 55' 1.79" E
PMRWX75-4(1) 30+27.15 8° 18' 4.43" (LT) 835.00 60.60 120.98 S 53° 04' 4.01" E 120.87 29+66.55 30+87.53 S 48° 55' 1.79" E S 57° 13' 6.22" E
PMRWX75-5 34+29.81 4° 11' 32.63" (RT) 5318.00 194.65 389.12 S 55° 07' 19.91" E 389.04 32+35.16 36+24.28 S 57° 13' 6.22" E S 53° 01' 33.60" E
PMRWX75-6(1) 40+52.68 15° 37' 41.10" (RT) 1700.00 233.30 463.69 S 45° 12' 43.05" E 462.26 38+19.39 42+83.08 S 53° 01' 33.60" E S 37° 23' 52.50" E
PMRWX75-7(1) 45+15.80 15° 19' 4.46" (LT) 1000.00 134.48 267.35 S 45° 03' 24.73" E 266.55 43+81.32 46+48.67 S 37° 23' 52.50" E S 52° 42' 56.96" E
PMRWX75-8 54+14.71 3° 07' 37" (RT) 5300.00 144.66 289.25 S 51° 09' 8.46" E 289.21 52+70.05 55+59.30 S 52° 42' 56.96" E S 49° 35' 19.96" E
PMRWX75-9 60+91.05 2° 25' 36.62" (LT) 3800.00 80.49 160.95 S 50° 48' 8.27" E 160.94 60+10.56 61+71.52 S 49° 35' 19.96" E S 52° 00' 56.58" E
PREEGRN
(40 MPH)
PREEGRN-1 10+80.57 8° 46' 34.06" (LT) 1050.00 80.57 160.83 S 56° 24' 08.45" E 160.67 10+00.00 11+60.83 S 52° 00' 51.41" E S 60° 47' 25.48" E
PREEGRN-2 12+12.31 5° 36' 49.60" (RT) 1050.00 51.48 102.88 S 57° 59' 00.68" E 102.84 11+60.83 12+63.71 S 60° 47' 25.48" E S 55° 10' 35.88" E
PREEGRN-3 16+11.34 2° 04' 51.68" (RT) 5300.00 96.26 192.50 S 54° 08' 10.04" E 192.49 15+15.08 17+07.58 S 55° 10' 35.88" E S 53° 05' 44.20" E
PREEGRN-4 20+32.28 1° 46' 49.79" (LT) 5300.00 82.36 164.70 S 53° 59' 09.09" E 164.69 19+49.93 21+14.63 S 53° 05' 44.20" E S 54° 52' 33.99" E
PREEGRN-5 23+83.77 2° 51' 00.27" (RT) 3800.00 94.53 189.02 S 53° 27' 03.85" E 189.00 22+89.24 24+78.26 S 54° 52' 33.99" E S 52° 01' 33.72" E
PREFXTIB
(40 MPH)
PREFXTIB-1 16+59.18 5° 41' 37.10" (RT) 1000.00 49.73 99.37 S 63° 53' 48.86" E 99.33 16+09.45 17+08.82 S 66° 44' 37.41" E S 61° 03' 0.31" E
PREFXTIB-2 18+62.90 7° 10' 37.30" (LT) 800.00 50.17 100.21 S 64° 38' 18.96" E 100.14 18+12.73 19+12.94 S 61° 03' 0.31" E S 68° 13' 37.61" E
PREFXTIB-3 19+88.94 10° 51' 15.60" (RT) 800.00 76.01 151.56 S 62° 47' 59.81" E 151.33 19+12.94 20+64.49 S 68° 13' 37.61" E S 57° 22' 22.01" E
PREXTIB
(40 MPH)
PREXTIB-1 17+81.92 1° 47' 1.65" (LT) 5300.00 82.51 165.01 S 61° 43' 17.13" E 165.00 16+99.41 18+64.41 S 60° 49' 46.30" E S 62° 36' 47.95" E
PREXTIB-2 20+38.32 5° 14' 25.94" (RT) 3800.00 173.90 347.57 S 59° 59' 34.98" E 347.44 18+64.41 22+11.98 S 62° 36' 47.95" E S 57° 22' 22.01" E
PRWXGRN
(40 MPH)
PRWXGRN-1 10+59.92 6° 31' 56.54 " (RT) 1050.00 59.92 119.71 S 48° 45' 2.01 " E 119.65 10+00.00 11+19.71 S 52° 01' 0.28 " E S 45° 29' 3.74 " E
PRWXGRN-2 11+61.28 4° 32' 2.26 " (LT) 1050.00 41.57 83.09 S 47° 45' 4.88 " E 83.07 11+19.71 12+02.80 S 45° 29' 3.74 " E S 50° 01' 6.01 " E
PRWXGRN-3 17+29.79 2° 44' 23.17 " (RT) 5300.00 126.74 253.44 S 48° 38' 54.42 " E 253.41 16+03.04 18+56.48 S 50° 01' 6.01 " E S 47° 16' 42.84 " E
PRWXGRN-4 20+14.00 4° 44' 50.88 " (LT) 3800.00 157.52 314.86 S 49° 39' 8.28 " E 314.77 18+56.48 21+71.34 S 47° 16' 42.84 " E S 52° 01' 33.72 " E
PWB635FR-A
(40 MPH)
PWB635FR-A-1 507+00.23 1° 48' 53.00" (RT) 5729.58 90.74 181.47 S 52° 01' 16.74" E 181.46 506+09.49 507+90.96 S 52° 55' 43.24" E S 51° 06' 50.24" E
PWB635FR-A-2 508+06.72 0° 54' 10.04" (LT) 2000.00 15.76 31.51 S 51° 33' 55.26" E 31.51 507+90.96 508+22.48 S 51° 06' 50.24" E S 52° 01' 00.28" E
PWB635FR-A-3 537+43.79 4° 28' 37.69" (RT) 2000.00 78.18 156.28 S 49° 46' 41.44" E 156.24 536+65.61 538+21.89 S 52° 01' 00.28" E S 47° 32' 22.59" E
PWB635FR-A-4 539+01.83 4° 34' 39.55" (LT) 2000.00 79.94 159.79 S 49° 49' 42.37" E 159.75 538+21.89 539+81.68 S 47° 32' 22.59" E S 52° 07' 02.14" E
PWB635FR-A-5 546+16.76 3° 42' 07.33" (LT) 3000.00 96.95 193.84 S 53° 58' 05.81" E 193.80 545+19.81 547+13.65 S 52° 07' 02.14" E S 55° 49' 09.47" E
PWB635GP
(60 MPH)
PWB635GP-1 490+07.29 1° 05' 15.55" (LT) 8100.00 76.88 153.76 S 58° 07' 29.96" E 153.76 489+30.41 490+84.17 S 57° 34' 52.18" E S 58° 40' 07.73" E
PWB635GP-2 500+08.44 4° 56' 04.75" (RT) 14000.00 603.25 1205.76 S 56° 12' 05.35" E 1205.39 494+05.19 506+10.95 S 58° 40' 07.73" E S 53° 44' 02.98" E
PWB635GP-3 519+33.61 3° 47' 38.25" (RT) 11100.00 367.64 735.01 S 51° 50' 13.85" E 734.88 515+65.97 523+00.98 S 53° 44' 02.98" E S 49° 56' 24.72" E
PWB635GP-4 532+30.10 2° 05' 09.00" (LT) 9000.00 163.84 327.64 S 50° 58' 59.22" E 327.62 530+66.26 533+93.90 S 49° 56' 24.72" E S 52° 01' 33.72" E
MRWESKL
(60 MPH)
MRWESKL-1 11+86.58 11000.00 186.58 373.13 373.11 10+00.00 13+73.13
MRWESKL-2 16+12.92 8100.00 239.80 479.46 479.39 13+73.13 18+52.58
MRWESKL-3 25+88.69 11114.00 572.25 1143.48 1142.98 20+16.45 31+59.93
MREXSKL
(60 MPH)MREXSKL-1 14+39.68 8100.00 439.68 878.50 878.07 10+00.00 18+78.50
1C
LOCATION TYPE BASELINE BEGIN END TAPER RATE
1A MAIN LANE MERGE EI635 481+63.86, 26.68' RT 487+62.37, 20.12' RT 50:1
1B FRONTAGE ROAD MERGE EXEB635FR 492+78.03, 0.00' 496+01.94, 10.00' LT 27:1
1C FRONTAGE ROAD MERGE PEB635FR 509+33.85, 37.00' LT 512+33.85, 26' LT 27:1
2 RAMP MERGE PIH635 498+53.73, 30.00' LT 504+52.21, 42.00' LT 50:1
3 PEB635GP 514+26.65, 72.00' RT 520+24.89, 60.00' RT 50:1
4 PEB635GP 527+30.33, 12.00' LT 533+71.59, 0.00' 60:1
5 RAMP MERGE PIH635 529+26.87, 42.00' RT 535+27.57, 31.73' RT 50:1
6 FRONTAGE ROAD MERGE PWB635FR-A 530+06.85, 26.00' RT 533+36.85, 37.00' LT 27:1
OSB #2A
OSB #1
EXISTING COSS #1
COSS #5
EXIST ROW
MATCH EXISTING PAVEMENT
C PABR STA 15+75.00
BEGIN CONSTRUCTION
END WIDENING
ABRAMS RD
EXIST ROW
MATCH EXISTING PAVEMENT
C PGRN STA 11+00.00
BEGIN CONSTRUCTION
END WIDENING
GREENVILLE AVE
C PGRN STA 10+77.79
BEGIN WIDENING
GREENVILLE AVE
PR
OP
PW
B635
GP
PG
L
PR
OP
PE
B635
GP
PG
L
(4) FOR BASELINES WITHOUT CURVES, BEGINNING AND ENDING STATION IS PROVIDED. BASELINE TANGENT SHOWN IN BACK AND AHEAD TANGENT COLUMN.
(3) WB GP HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE PIH635 CENTERLINE. SEE SUPERELEVATION TABLE.
(2) EB GP HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE PIH635 CENTERLINE. SEE SUPERELEVATION TABLE.
(1) HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE RESPECTIVE CENTERLINE/BASELINE. SEE SUPERELEVATION TABLE.
NOTE:
AUX LANE MERGE
AUX LANE MERGE
BEGIN EB DC CONSTRUCTION
B PMREE75 STA 11+80.58
END EB DC WIDENING
BEGIN CSJ 2374-01-183
C EIH635 STA 468+00
BEGIN PROJECT
MATCH EXISTING PAVEMENT
B PREXTIB STA 16+99.41
BEGIN EB RAMP RECONSTRUCTION
PABR STA 24+75, 61.2' RT
BEGIN PROP RET WALL
71' RT
STA 532+80,
WALL PEB635GP
END PROP RET
PGRN STA 22+02, 52.4' LT
END PROP RET WALL
PGRN STA 21+00, 59.1' LT
BEGIN PROP RET WALL
PABR STA 25+36, 59.1' RT
END PROP RET WALL
BASELINESTA e STA e
PEB635FR (PGRN)505+30.00 -2.00% 506+13.00 -0.40%
506+75.00 -0.40% 507+42.00 -2.00%
PWB635FR (PGRN)506+49.00 2.00% 507+18.00 0.35%
510+90.00 0.35% 511+76.00 2.00%
PEB635FR (PABR)536+46.00 -2.00% 538+02.00 1.00%
539+85.00 1.00% 541+10.00 -2.00%
PWB635FR (PABR)
537+44.00 2.00% 537+82.00 1.10%
539+24.00 1.10% 540+00.00 3.00%
540+30.00 3.00% 540+70.00 2.00%
PGRN (LT)14+39.00 2.00% 14+68.00 1.50%
19+22.00 1.50% 19+51.00 2.00%
PGRN (RT)12+60.00 -2.00% 14+57.00 1.50%
19+16.00 1.50% 21+13.00 -2.00%
PABR (LT)
16+38.00 2.00% 18+35.00 -1.50%
22+24.00 -1.50% 23+24.00 0.25%
26+28.00 0.25% 27+50.00 2.00%
PABR (RT)
16+79.00 -2.00% 17+08.00 -1.50%
22+16.00 -1.50% 22+45.00 -2.00%
23+80.00 -2.00% 25+00.00 -4.00%
PGRN-U110+07.00 -2.00% 11+15.00 1.50%
13+33.00 1.50% 13+90.00 -0.35%
PGRN-U210+09.00 2.00% 10+25.00 1.50%
13+63.00 1.50% 13+99.00 0.35%
PABR-U110+10.00 -2.00% 10+26.00 -1.50%
13+88.00 -1.50% 14+01.00 -1.10%
PABR-U210+07.00 -1.00% 10+23.00 -1.50%
12+82.00 -1.50% 13+90.00 2.00%
END TRANSITIONBEGIN TRANSITION
PMREE75 STA 56+30
END BRIDGE
STA 50+50
PMRWX75
END BRIDGE
PABR STA 18+36
BEGIN BRIDGE
PABR STA 22+02
END BRIDGE
R1
PGRN STA 15+33
BEGIN BRIDGE
END BRIDGE PGRN STA 18+45
PGL LOCATED AT PIH635
PGL LOCATED AT PEB635GP
PGL LOCATED AT PWB635GP
PROFILE LEGEND
9230 LBJ FWY
ID # SITE ADDRESS OWNER OCCUPANT
24 8700 LBJ FWY TEXAS INSTRUMENTS INCINSTRUMENTS
PAVED PARKING LOT/TEXAS
25 8902 LBJ FWY DALLAS AREA RAPID TRANSIT VACANT - DART
26 8800 VALLEY VIEW LN TEXAS INSTRUMENTS INC VACANT LAND
27 401 S BUCKNER BLVD DART VACANT
28 12600 T I BLVD TEXAS INSTRUMENTS INC VACANT
29 401 S BUCKNER BLVD DART VACANT
30 9000 VANTAGE POINT DR LBJ STATION LTD LBJ STATION
31 9000 LBJ FWY TEXAS INSTRUMENTS INC TEXINS ARCHERY CLUB
32 9019 VANTAGE POINT DR BRE/ESA P PORTFOLIO TXNC EXTENDED STAY AMERICA
33 9039 VANTAGE POINT DR DUCKWIN LLC ESPRESSO
34 9049 VANTAGE POINT DRPPTIES
NEW PRIVATE RESTAURANTOUTBACK STEAK HOUSE
35 9069 VANTAGE POINT DR GCG REAL ESTATE INVESTMENTS RED LOBSTER
36 9079 VANTAGE POINT DR FCPT SW PROPERTIES LLC OLIVE GARDEN
37 12705 GREENVILLE AVEOF
NORTHSTAR CEMETERY SERVICESRESTLAND CEMETERY
38 9170 LBJ FWY D & V INC BEST THAI
39 9172 LBJ FWY D & V INC BILLBOARD SITE
40 12355 GREENVILLE AVE CHEDDARS INC CHEDDARS
41 9101 LBJ FWY WHITESTONE OFFICES LLC INTERCHANGE I
42 12525 GREENVILLE AVE CANDLEWOOD DALLAS TXDALLAS NORTH
CANDLEWOOD SUITES -
43 12330 GREENVILLE AVE VANDALAR PARTNERS JACK IN THE BOX
44LIMITED PARTNERSHIP
HERITAGE INN NUMBER XXXIIIFAIRFIELD INN
45 9250 LBJ FWY ACD PARTNERS LP HONDA POWERHOUSE
46 9229 LBJ FWY NP I DALLAS PORTFOLIO LPGROUP
TEXAS HEALTH PHYSICIANS
47 9272 LBJ FWYLTD PS
DAVIS SANDRA & JEFFREY FAM
CABINETS
ROCKYWOOD STONE &
48 9221 LBJ FWY NEELGIRI INV LLC L B J NORTH
49 9292 LBJ FWY SPEIR PPTIES INCWAREHOUSE
METROPLEX PIANO
50 9241 LBJ FWY 2 BUILDING LBJ LTD L B J NORTH
51 9310 LBJ FWY DHA LC AUTO HOSPITAL
52 9322 LBJ FWY MZLS ENTERPRISES LP DYNAMIC IMPORTS
53 9330 LBJ FWY LAKE HIGHLANDS TOWER LLC ABRAMS CENTRE
54 9275 LBJ FWY PACIFIC MONTEREY INC SOLARIUM APTS
55 9301 LBJ FWY HANS DEVELOPMENT INC RICHLAND AUTO REPAIR
57 9309 LBJ FWY CPL THREE LLC PAVED PARKING
58 9311 LBJ FWY CPL THREE LP HIGH 5 CYCLES
59 9319 LBJ FWY 9319 LBJ LLC PINYON TREE OFFICE BLDG
60 9323 LBJ FWYLLC
CN LAKE HIGHLANDS INVESTORSUNOCCUPIED
61 9386 LBJ FWY MACBRIDE LIVING TRUST THE & CHICK-FIL-A
62 9331 ABRAMS RD CHAPTER 8 LP VACANT PARKING LOT
63 9394 LBJ FWY GADDY EDWARD E ET AL WHATABURGER
64 9341 LBJ FWY CONCHO TRUSTS & UNOCC
65 9394 LBJ FWY GADDY EDWARD E ET AL VACANT
66 9351 LBJ FWY PREMJEE INC 7-11/SHELL
67 11919 ABRAMS RD GADDY WILLIAM DAVID ET AL TITLE MAX
68 11820 ABRAMS RD MCDONALDS REAL ESTATE CO MCDONALDS
69 9401 LBJ FWY WISLEY MARY G TRUST NO 1 & CHASE OFFICE BLDG
71 9441 LBJ FWY SHAWNEE INCA
NORTH CREEK PLACE 1 BLDG
501 12107 ABRAMS RD RC & C PROPERTIES LLC POLLO REGIO
502 12121 ABRAMS RD CENTURY ABRAMS LLC ABRAMS FOOD AND RETAIL
503 12160 ABRAMS RD AREA EY NCLBJ LLC NORTHCREEK PLACE II
504 9375 FOREST LN GADDY A E & ETAL #5053RESTAURANT
A & W/LONG JOHN SILVER
571 9455 FOREST LN LG ABRAMS & FOREST LLCWASH
CHEVRON FOOD MART/CAR
572 12270 GREENVILLE AVE BRE ESA TX PPTIES LP EXTENDED STAY AMERICA
PMREE75 (40 MPH)
BASELINEBEGIN TRANSITION END TRANSITION
STA e STA e
PEB635GP (60 MPH) 492+90.00 -2.08% 493+35.00 -2.50%
PWB635GP (60 MPH) 489+31.00 2.08% 489+76.00 2.50%
PIH635 (EB) (60 MPH) 493+00.00 -2.08% 493+23.00 -2.50%
PIH635 (WB) (60 MPH) 489+34.00 2.08% 489+57.00 2.50%
12+47.00 2.08% 12+82.00 3.50%
14+29.00 3.50% 15+62.00 -2.00%
16+12.00 -2.00% 17+02.00 -5.71%
18+16.00 -5.71% 19+06.00 -2.00%
27+96.00 -2.00% 28+57.00 -4.50%
30+75.00 -4.50% 31+36.00 -2.00%
31+42.00 -2.00% 32+99.00 4.50%
33+28.00 4.50% 34+85.00 -2.00%
45+17.00 -2.00% 46+99.00 5.50%
48+49.00 5.50% 50+31.00 -2.00%
50+77.00 -2.00% 51+67.00 -5.71%
53+32.00 -5.71% 54+22.00 -2.00%
60+74.00 -2.00% 60+87.00 -2.50%
PMRWX75 (40 MPH)
23+71.00 -2.05% 24+52.00 -5.40%
26+40.00 -5.40% 28+19.00 2.00%
28+94.00 2.00% 29+84.00 5.71%
30+70.00 5.71% 31+60.00 2.00%
37+01.00 2.00% 38+49.00 -4.10%
42+14.00 -4.10% 44+46.00 5.50%
46+32.00 5.50% 47+17.00 2.00%
54+75.00 2.00% 54+88.00 2.50%
PDS75E635 (40 MPH) 89+86.00 -2.00% 90+07.00 -2.50%
PDW635N75 (40 MPH) 27+41.00 2.00% 27+62.00 2.50%
PREEGRN (40 MPH) 19+31.00 -2.00% 19+44.00 -2.50%
PRWXGRN (40 MPH) 15+90.00 2.00% 16+03.00 2.50%
PREXTIB (40 MPH) 17+02.00 -3.60% 17+41.00 -2.00%
PREFXTIB (40 MPH)16+10.00 -2.70% 16+37.00 -2.00%
20+20.00 -2.00% 20+64.00 -2.70%
2
PWB635FR-A STA 507+74, 48' LT
END NOISE WALL
STA 506+09, 4' LT
PWB635FR-A
BEGIN NOISE WALL
1° 56' 36.61" (RT)
3° 23' 29.27" (LT)
5° 53' 41.86" (RT)
6° 12' 50.82" (RT)
S 53° 24' 55.63" E
S 54° 08' 21.96" E
S 52° 53' 15.66" E
S 55° 13' 32.69" E
S 54° 23' 13.93" E
S 52° 26' 37.32" E
S 55° 50' 06.59" E
S 58° 19' 58.10" E
S 52° 26' 37.32" E
S 55° 50' 06.59" E
S 49° 56' 24.72" E
S 52° 07' 07.28" E
22 8500 LBJ FWY MOVE IT SELF STORAGELLC
SECURCARE MOVEIT MCALLEN
PMREE75-11
PMREE75-12
LEFT TURN BAY LENGTHS
L1 50' 160' 294' 454'
L2 50' 160' 140' 300'
L3 50' 160' 104' 264'
L5 100' 160' 344' 504'
L6 50' 160' 736' 896'
L7 50' 140' 0' 140'
L8 50' 160' 50' 210'
L9 50' 160' 43' 203'
L10 50' 160' 117' 277'
RIGHT TURN BAY LENGTHS
R1 50' 160' 210' 370'
R2 50' 160' 188' 348'
R3 50' 160' 120' 280'
R4 50' 160' 510' 670'
R5 50' 160' 391' 551'
R6 50' 160' 38' 198'
R7 50' 160' 86' 246'
LENGTH
STORAGE
LENGTH
TOTAL
LENGTH
DECEL
LANE
TURN
LENGTH
TAPER
UPDATED MAY 2018
TRANSITIONS FOR INTERSECTION GRADING
TURNAROUND CROSS SLOPE
* FRONTAGE ROAD, CROSS STREET &
1
2
3 5
6
4
1
2
3
4
5
6