Post on 10-May-2018
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
95% DRAFTPreliminary, Subject to Change
12-12-2016
12-12-2016
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 IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 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
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 IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 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
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
12-12-2016
PARCEL ID100
PROPOSED ROW (BY OTHERS)
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 TELEPHONE / CABLE / FIBER LINE
EXISTING WATER LINE
EXISTING ELECTRIC LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS / PETROLEUM LINE
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:
12-12-2016
12-12-2016
12-12-2016
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)
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
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
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED
ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.
2. TRAFFIC VOLUMES AND METHODOLOGY APPROVED BY TP&P ON
OCTOBER 12, 2016.
3. MEDIAN OPENINGS WERE DETERMINED IN COORDINATION WITH LOCAL
GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL
GOVERNMENTS.
4. SIDEWALK INTERSECTION ADA RAMP LOCATIONS ARE PRELIMINARY
AND SUBJECT TO CHANGE. FINAL LOCATIONS TO BE DETERMINED DURING
PS&E DEVELOPMENT.
5. DRIVEWAY LOCATIONS ARE PRELIMINARY. FRONTAGE ROAD DRIVEWAY
RETURN RADII ARE R=15' MINIMUM OR R=25' DESIRABLE UNLESS NOTED
OTHERWISE ON EACH SCHEMATIC ROLL. FINAL DRIVEWAY DESIGN TO BE
DETERMINED DURING PS&E DEVELOPMENT.
6. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO
THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE
FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT
PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY
PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT
PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS
THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED.
7. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED
RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).
8. SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
9. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II
(UNLESS NOTED OTHERWISE).
10. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,
RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).
11. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA
FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2014).
12. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM
RECORD DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
13. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND
WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.
14. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM
DALLAS COUNTY APPRAISAL DISTRICT (JUNE 2016).
15. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED
ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING STRUCTURE.
ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE
DETERMINED DURING THE ROW ACQUISITION PROCESS.
16. ALL SUPERELEVATION RATES WERE CALCULATED BASED ON USING A MAXIMUM
SUPERELEVATION RATE OF 6%. SEE CHAPTER 2, SECTION 4 OF THE TXDOT
ROADWAY DESIGN MANUAL FOR REFERENCE.
17. LOW SPEED ROADWAYS HAVE A NC OF +/-2% AND HIGH SPEED MAIN
LANES HAVE A NC OF +/-2.5% UNLESS NOTED OTHERWISE ON EACH ROLL
IN THE SUPERELEVATION TABLES.
18. MINOR CROSS STREET CORNER RADII ARE R=25' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
19. MAJOR CROSS STREET CORNER RADII ARE R=50' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
20. U-TURNS WERE DESIGNED TO ACCOMMODATE A WB-67 DESIGN VEHICLE. CORNER
RADII VARY PER INTERSECTION DUE TO THE DIFFERENCES IN SKEW.
21. TRAVEL LANE WIDTHS SHOWN IN THE TYPICAL SECTIONS THAT ARE LESS THAN
10' WIDE ARE DUE TO TRANSITIONS TO/FROM EXISTING PAVEMENT AND NOT DUE
TO A DESIGN DEFICIENCY.
URBAN INTERSTATE URBAN INTERSTATE
2.5%(TYP) 2.5%(TYP)
SH
10'
LN
12'
LN
12'
LN
12'
LN
12'
LN
12'10'
SHSH
10'12'
LNLN
12'
LN
12'
LN
12'
LN
12'
EB GEN PURPOSE LNSWB GEN PURPOSE LNS
SH
10'
2.0%
2'1'
11' 14'
LN LN SW
6'
TYP
15'
1
EXI
ST
RO
W
2.0%
2' 1'
11'14'
LNLNLNSW
6'
WB FRONT RDTYP
15'
1
EXI
ST
RO
W
C PIH635L
PGLPGL
LB PWB635GP LB PEB635GPL B PEB635FRL
1.5%1.5% 11
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
L
2.08% 2.08%
EX ROW VARIES 444'-639'
C IH635
SH
19'
1
SH
10'
LN
11'
SH
8'
1
SH
10'
73' EX PAVEMENT73' EX PAVEMENT
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
L
2.08% 2.08%
EX ROW VARIES 393'-602'
C IH635
SH
19'
LN
11'
SH
8'
SH
10'
SH
10'
LN
AUX
LN
AUX
LN
AUX
11
73'-84' EX PAVEMENT73'-84' EX PAVEMENT
NOTES:
4:1 MAX
6:1 DESIRABLE
3:1 MAX
4:1 DESIRABLE
1
2
3
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
1'
12'12'10'
SH LN LN
4'
HS
1'
12'12'
LN LN
10'
SH
40'40'
EB MAN LNSWB MAN LNS
1' 1'
2.0%
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' 1'
11'14'
38'38'
6'
LNLN LNLN SWSW
6'
PGL
4' 4'
EB GEN PURPOSE LNSEB MAN LNSWB MAN LNSWB GEN PURPOSE LNS
1
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
1.5%
12' 12' 12'
92' 92'
EXI
ST
RO
W
EXI
ST
RO
W
28'
WB FR RD
PGL
2.0%11.5%
4'-8'2'-15' 2'-39'
HS
4'
PROP ROW VARIES 368'-460'
PROP ROW VARIES 470'-536'
STA 971+00 TO STA 984+00
EXISTING IH 635
STA 984+00 TO STA 1016+00
EXISTING IH 635
NB MAIN LANESNB MAIN LANES SB MAIN LANESSB MAIN LANES
28'-39'
28'
51'
11'14'
LN
2.0%
1'
2.0%
11'
LN
6'
2'
LN
12'
LN
51'
11' 14'
LN
1'11'
LN
2'
LN
12'
LN
2'24'
29'
UTURN
2.0%
2'
SW
1'
12' 13'
PGL
LC POAT
10' 10'
SW
2'
BRIDGE STRUCTURE NOT SHOWN
STA 15+50.04 TO STA 19+30.04
PROPOSED OATES DRIVE
LNLN
PGL
33'-50'
SWLN
11' 11'-14'
LN
11'
0'-2'0'-1'
EXI
ST/
PR
OP
RO
W10'-52'
1
LN
11'
LN
11'
LN SW
11'
LN
33'-43'
LN
11'
LN
11'
LN
11'
LN
33'-43'
6'
SW
6'
LN
11'
LN LN
11'
LN
11'
LN LN
1.56% 1.56%
10'10'
33'
1'1'
33'-44'4'-15'
LN
11'
LN
11'
LN SW
11'
LN
33'-44'
LN
11'
LN
11'
LN
11'
LN
33'-44'
6'
4'
SW
6'
1.56% 1.56%
STA 28+82.58 TO STA 28+42.63
STA 14+00.00 TO STA 20+43.19
EXISTING LA PRADA DRIVE
STA 20+43.19 TO STA 24+82.58
EXISTING LA PRADA DRIVE
LN LN LNLN LN LN LN
0'-1'0'-10'
VARVAR
23'-33'23'-34'
12'
15'-34'
EXI
ST
RO
W
10'-27'
EXI
ST
RO
W
10'-20'
STA 20+28.80 TO STA 23+71.74
STA 11+00.00 TO STA 14+75.77
EXISTING OATES DRIVE
STA 14+75.77 TO STA 20+28.80
EXISTING OATES DRIVE
VAR VAR
4'-16'
EXI
ST
RO
W
10'-60' 8'-64'
EXI
ST
RO
W
1' 1'
LNLNLN
LC POAT
6'-17'
SW LN
11'11'
33'-50'
0'-14' 11'
0'-1'0'-2'
EXI
ST/
PR
OP
RO
W 10'-47'
1
LN LN
PGL
6'-29'
LN
23'-50'
LN
11'
0'-2'0'-1'
11'-14'
EXI
ST/
PR
OP
RO
W
TYP
15'
1
STA 19+30.04 TO STA 23+71.74
STA 11+00.00 TO STA 15+50.04
PROPOSED OATES DRIVE
LNLNLN
LC PLPD
SW LN
11'
23'-50'
0'-2' 0'-1'
11'-14'
EXI
ST/
PR
OP
RO
W
TYP
15'
1
GORESTRP
VAR (2.0%) VAR (2.0%)
VAR (2.0%) VAR (2.0%)
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
1 2.0%
2'
11' 14'
1'
6'
LNLNLN SW
PGL
EB FRONT RD
15'
TYP
12.0%
2' 2'
LNLNSW
6'
TYP
15'
1
EXI
ST
RO
W
EXI
ST
RO
W
80'-92'
LB PEB635GPLB PWB635GPL B PEB635FRL
1.5%1.5%
28'-39'
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)
RD (EX)WB FRONT
LN
28'-39'
14' 11'
PROP ROW VARIES 366'-381'
13.76'-21'
CANTILEVER
WB GP LN
9.14'-26'
CANTILEVER
EB GP LN
PGL
CTB CTBCTR CTR
CTR CTR
CTBCTB
CTR CTR
CTR CTB CTR
CTB
CTR CTR
CTR CTR
CTR
CTR
RETAINING WALL RETAINING WALL(3)(3)
(1)
(1)(1)
(1)
(1)
(1)
(2)
(2)
(2)
(2)
(2)
(2)
(2) (2)
(2)
(2)
(2)
(2)
(2)
(2)
CTR(2)
1 1
CTR(2)
RETAINING WALL(3)
RETAINING WALL
PGL
CTR(2)
CTR(2)
LN
12'0'-
80'-92' 80'-92'
LN
12'0'-
COLUMN
4' DIAMETER BRIDGE
SW
6'
1'
LN
11'
LN
11'
LN
24'-35'
11'
LN
11'
LN LN
24'-35' 4'
SW
6'
1.56% 1.56%
1'1' 1' 1'1'
STA 14+74.69 TO STA 22+47.20
EXISTING GALLOWAY AVENUE
CTR(2)
(2)CTR
LN LN SW
24'-43'
6'
VAR
LN
EXI
ST
RO
W
9'-30'
LNLN LN LN
24'-43'
SW
6'
STA 22+47.20 TO STA 25+09.14
STA 11+11.76 TO STA 14+74.69
EXISTING GALLOWAY AVENUE
VAR
LN
4'-15'
EXI
ST
RO
W
10'-38'
14'2'
LN
13'
10'
SW
2'
51'
11' 14'
LN
2.0%
1'
2.0%
11'
LN
6'
2'
LN
12'
LN
51'
11'
LN
1'11'
LN
12'
LN
2'24'
29'
UTURN
2.0%
2'
SW
1'
12'
PGL
10'
BRIDGE STRUCTURE NOT SHOWN
STA 14+91.31 TO STA 20+93.28
PROPOSED GALLOWAY AVENUE
CTR
CTR
(2)
(2)
LC PGAL
PROP DRILLED SHAFT
2.0%
15'
TYP
1.5%
2'
1'- 5.5'
PR
OP
RO
WE
XI
ST/
PGL
6.5' SIDEWALK
12' HEIGHT MIN.PROP NOISE WALL
WALL 6
NOISE WALL DETAIL
WALLFACE OF NOISECONTROL LINE/
POSTNOISE WALL
TO EXIST/PROP ROWNOISE WALL
3'-7.5' FROM FACE OFVARIES FROM
FRONTAGE RDPROP WB
LNLNLN LNLN
LC PGAL
PGL
6'-17' 33'-50'
SW SWLNLN
11' 11'-14'
LN
11'11'11'
33'-50'
11'
STA 20+93.28 TO STA 25+09.14
STA 11+11.76 TO STA 14+91.31
PROPOSED GALLOWAY AVENUE
0'-2'0'-2' 0'-1'0'-1'
EXI
ST/
PR
OP
RO
W 10'-25' 10'-29'
EXI
ST/
PR
OP
RO
W
1 1
11'-14'
VAR (2.0%) VAR (2.0%)
2.0%
PGL
1.5%
2'
VARIES 10.5' MIN.
12' HEIGHT MIN.PROP NOISE WALL
6.5' SIDEWALK
WALL 8
NOISE WALL DETAIL
NOISE WALLFACE OF
CONTROL LINE/
POSTNOISE WALL
FRONTAGE RDPROP EB
TO EXISTING ROWNOISE WALL3' FROM FACE OF
SHAFT PROP DRILLED
RO
W
EXI
ST
C PIH635L
12'
LN
12'
LN
12'
LN
12'
LN SH
10'
SH
10'
68'
12'
LN
12'
LN
12'
LN
12'
LN SH
10'
SH
10'12'
LN
12'
LNSH
4'
HS
2'
11'14'
1'
6'
LN LNSW
2.0%
2'
11' 14'
1'
6'
LNLN SW
1
28'
TYP
15'
TO IH 30ACCESS RAMP
HS
4'12'
LN
12'
LN
12'
LN SH
6' 4'
FROM IH 30ACCESS RAMP
EXI
ST/
PR
OP
RO
W
EXI
ST
RO
W
LB PEB635GPLB PWB635GPL B PEB635FRLLB MREX30DCLB MRWE30DC
2.5%(TYP)2.5%(TYP)2.0%2.0%
1.5%
6'-30'
8'
48'
8'
2.0%1
PGL
1.5%
PROP ROW VARIES 404'-603'
PGLPGL
RETAINING WALL(3)
(2)CTR
36' 68'26'26'
2'-4'2'-6'
LN SHHS
12'4'
HS
4'
LN
12'
SH
10' 10'
2'-6'
PGL CTB(1)(1)
CTB CTB(1)
28'
2.5%(TYP)
SH
10'
LN
12'
LN
12'
LN
2.5%(TYP)
LN LN LN
12'
SH
10'
26'
14'
LN
4'
HS
8'
SH
26'
PGL
2.0%
HS
4'
LN
14'
SH
8'
26'
PGL
2.0%
C PIH635L
0-12'0-12'0-12'
68'-92'68'-92' 26'6'
2.0%
2'1'
11' 14'
28'-39'
LN LN LN SW
6'
TYP
15'
1
EXI
ST
RO
W
PGL
LB PWB635GP LB PEB635GPL
B PEB635FRLLB MRWE30DC LB MREX30DC
1.5%
11
4'-8'2'-4' 2'-4'
2.0%
2' 1'
11'14'
28'-39'
LNLNSW
6'
TYP
15'
1
1
PGL
1.5%
PROP ROW VARIES 446'-573'
LN SH LN
12'
LN
12'10'
SHHSSH
10'12'
LNLN
12'
LN
12' 12'4'
HS
4'
LN
12'
SH
10' 10'
CTB PGL CTB CTB(1)(1)(1)
CTR(2)
RETAINING WALL(3)
RETAINING WALL(3)
1
CTR(2)
EXI
ST/
PR
OP
RO
W
LN
0-12'
2.5%(TYP)
LN SH
SH
10'
LN
12'
LN
12'
LN
12'
LN
12'
LN
12'10'
SH
HS
2.5%(TYP)
SH
10'12'
LNLN LN
12'
LN
12'
LN
12'
LN
12'
SH
10'0-12'
2.0%
2' 1'
11'14'
28'-39' 80'-92'
LNLNLNSW
6'
TYP
15'
12.0%
2'
11' 14'
1'
6'
LNLNLN SW
27'
12'
15'-35'
C PIH635L
4'
PGL
LNSHHS
4'
28'
8' 14'
ACCESSMAN LN
1'1'
LN SHHS
4'
28'
8'14'
ACCESSMAN LN
1'1'
LB PWB635GP LB PEB635GPL B PEB635FRLLB MREX30DCLB MRWE30DC
1.5%1.5%
28'-39'
2.0% TYP 2.0% TYP27'
HS
4'12'
LNSH
EXI
ST/
PR
OP
RO
W
11
10' 10'
1'1'
4'-5'
PROP ROW VARIES 439'-530'
PGL
CTR CTR CTRCTR
CTR CTR
CTB(1)
(2) (2)
(2)(2) (2) (2)
CTR(2)
1 1
CTR(2)
RETAINING WALL
1
EXI
ST/
PR
OP
RO
W
RETAINING WALL(3)
LN
12'0'-
28'
RD
EB FRONT
4'
LN
12'
LN
12'
RD
EB FRONT
VAR
SW
40'
11'14'
LN
2.0%
1'
2.0%
8'
2'
LN
12'
LN
40'
11' 14'
LN
1' 2'
LN
12'
LN
PGL
2.0%
2'24'
28'
UTURN
2'
25'
10'
SW
4'2'
24'
28'
SWUTURN
2.0%
2'12'
27'
4'
1
STA 20+43.19 TO STA 24+82.58
PROPOSED LA PRADA DRIVE
3
4'3'
3
4' 3'
1
LC PLPD
VAR
PGL
STA 24+82.58 TO STA 28+42.63
STA 14+00.00 TO STA 20+43.19
PROPOSED LA PRADA DRIVE
80'-92'
PGL(3)
(3)
PWB635FR-B STA 895+08 TO STA 937+87
* NOISE WALL 5 FROM
* NOISE WALL 5 CURRENTLY UNDER CONSTRUCTION
PWB635FR-B STA 895+08 TO STA 937+87
* NOISE WALL 5 FROM
* NOISE WALL 5 CURRENTLY UNDER CONSTRUCTION
WB/NB FR RD WB/NB GEN PURPOSE LNS
MAN LNWB/NB
MAN LNEB/SB
EB/SB GEN PURPOSE LNS EB/SB FR RD
FR RDWB/NB
RAMPWB/NB WB/NB GEN PURPOSE LNS
MAN LNWB/NB
MAN LNEB/SB EB/SB GEN PURPOSE LNS
RAMPEB/SB EB/SB FR RD
SB STA 983+97 TO STA 999+45
NB STA 983+15 TO STA 1004+78
PROPOSED IH 635
*IH 635 IS A LOOP AND IT'S ORIENTATION CHANGES FROM WB TO NB AND EB TO SB BETWEEN LA PRADA DR AND OATES DR
*EB/SB STA 960+79 TO STA 983+97
*WB/NB STA 964+22 TO STA 983+15
PROPOSED IH 635
NB FR RD NB GEN PURPOSE LNS SB GEN PURPOSE LNS SB FR RDLN
NB MANLN
SB MAN
EB GP PGL CONTROLS FROM STA 879+76 TO STA 960+91
WB GP PGL CONTROLS FROM STA 873+34 TO STA 954+72
STA 892+84 TO STA 930+66
PROPOSED IH 635
WB GP PGL EB GP PGL
WB GP PGL EB GP PGL
EB GP PGL CONTROLS FROM STA 879+76 TO STA 960+91
WB GP PGL CONTROLS FROM STA 873+34 TO STA 954+72
STA 930+66 TO STA 937+57
PROPOSED IH 635
WB GP PGL EB GP PGL
BRIDGE STRUCTURE NOT SHOWN
EB GP PGL CONTROLS FROM STA 879+76 TO STA 960+91
WB GP PGL CONTROLS FROM STA 873+34 TO STA 954+72
STA 937+57 TO STA 945+40
PROPOSED IH 635
WB GP PGL EB GP PGL
*IH 635 IS A LOOP AND IT'S ORIENTATION CHANGES FROM WB TO NB AND EB TO SB BETWEEN LA PRADA DR AND OATES DR
EB GP PGL CONTROLS FROM STA 879+76 TO STA 960+91
WB GP PGL CONTROLS FROM STA 873+34 TO STA 954+72
*EB/SB STA 945+40 TO STA 970+79
*WB/NB STA 945+40 TO STA 964+22
PROPOSED IH 635
B PWB635FR-B
B PWB635FR-B
B PWB635FR-B
B PWB635FR-B
B PWB635FR-B
B PWB635FR-B
2.5%(TYP)2.5%(TYP)
2.5%(TYP) 2.5%(TYP)
2.5%(TYP) 2.5%(TYP)
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
(BY OTHERS)
FUTURE SHARED USE PATH
12'
SW
LC
2'-5' 2'-5'
1.5%
MAX2:1
MAX2:1
(WITH OPENINGS)42" SAFETY RAIL
1' 1'
DRILLED SHAFT
3
DRILLED SHAFT
11
TYPICAL SECTIONS
LIMITS SHOWN IN
FOR RETAINING WALL
(3) SEE PLAN VIEW
PROVIDED)
CLEAR ZONE
WHEN UNOBSTRUCTED
(CTR NOT REQUIRED
TRAFFIC RAIL
(2) CTR: CONCRETE
TRAFFIC BARRIER
(1) CTB: CONCRETE
CTR(2)
CTR(2)
RETAINING WALL(3)
1
CTR(2)
3'-36'2'-26'
2'-14' 2'-17'
4'-15' 5'-24' 2'-16' 8'-38'
3'-47' 3'-32' 2'-36' 3'-40'
21'-60' 2'-22' 2'-33'
15'-110' 2'-38'
SEE "NOISE WALL DETAIL - WALL 8/9"
SEE "NOISE WALL DETAIL - WALL 8/9"
STA 948+97 TO STA 963+96
*NOISE WALL 6A FROM PEB635FR
STA 983+79 TO STA 1002+65
*NOISE WALL 9 FROM PEB635FR
STA 979+01 TO STA 983+06
*NOISE WALL 8 FROM PEB635FR
STA 983+79 TO STA 1002+65
*NOISE WALL 9 FROM PEB635FR
2.0%
PGL
1.5%
2'
TYP
15'
VARIES 5.5' MIN.
RO
W
EXI
ST
6.5' SIDEWALK
12' HEIGHT MIN.PROP NOISE WALL
WALL 9
NOISE WALL DETAIL
NOISE WALLFACE OF
CONTROL LINE/
POSTNOISE WALL
FRONTAGE RDPROP EB
TO EXISTING ROWNOISE WALL3' FROM FACE OF
SHAFT PROP DRILLED
2.0%
PGL
1.5%
2'
TYP
15'
VARIES 5.5' MIN.
RO
W
EXI
ST
6.5' SIDEWALK
14' HEIGHT MIN.PROP NOISE WALL
WALL 6A
NOISE WALL DETAIL
NOISE WALLFACE OF
CONTROL LINE/
POSTNOISE WALL
FRONTAGE RDPROP EB
TO EXISTING ROWNOISE WALL3' FROM FACE OF
SHAFT PROP DRILLED
TO STA 960+69
PWB635FR-B STA 955+02
* NOISE WALL 6 FROM
WALL 6"
SEE "NOISE WALL DETAIL -
SEE "NOISE WALL DETAIL - WALL 6A"
480
480
485
485
485
490
490
490
495
495
495
495
495
495
495
500
500
500
500
500
500
500
500
500
500
500
505
505
505
505
505
505
505
505
505
505
505
505
505
510
510
510
510
510
510
510
510
510
510
510
510
510
510
510
510
515
515
515
515
515
515
515
515
515
515
515
515
515
515
515
515
520
520
520
520
520
520
520
520
520
520
520
520
520
520
520
525
525
525
525
525
525
525
525
525
530
530
530
530
530
530
530
530
535
535
535
535
535
540
510
510
515
515
515
520
520
520
525
525
525
525
525
530
530
530
530
535
535
535
535
535
540
540
540
540
540
545
545
545
545
550
550
550
555
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
Pool
T
T
T
T
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
T
T
T
T
T
T
T
T
T
s
s
s
s
s
ss
s
ss
T
T
T
T
T T
T
T
T
TTT
T
T
T
T
T
T
T
T
T
TT
TT
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE N
O
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DENO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
MI
N.
CL
R.
17'5"
MI
N.
CL
R.
19'3"
MI
N.
CL
R.
18'2"
273
404
390
397
323
333
387
344
291
394
335
386
334
331
399
401
321
393
337
392395
330
327
308
317
338
364
388
336
332
315
340
329
347
318
328
309
307
316
325
343
326
345
322
324
320
305
311
314
319
313
300
301
302
303
304
310
299
353
349
306
312
350352355
342341
541
542
543
544
299
564
566
10
+00
15
+00
20
+00
25
+00
10+0
0
15+0
0
10+0
0
15+0
0
20+0
0
25+0
0
10
+00
15
+00
20
+00
15+00
20
+00
10+0
0
15+0
0
20+0
0
10+0
0
15+0
0
20+0
0
10+00
15+00
20+00
25+00
910+0
0
915+0
0
920+0
0
925+0
0
930+0
0
935+00
940+00 945+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
990+00
910+0
0
915+0
0
920+0
0
925+0
0
930+00
935+00
940+00 945+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
990+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
10+0
0
10+00
10+00
15+00
10+00
15+00
20+00
25+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
10+00
10+00
10+00
15+00
20+00
10+00
15+00
20+00
25+00
30+00
35+00
10+00
15+00
20+00
910+0
0
915+0
0
920+0
0
925+0
0
930+0
0
935+00
940+00945+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
990+00
910+0
0
915+0
0
920+0
0
925+0
0
930+00
935+00
940+00
945+00
950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
915+0
0
920+0
0
925+0
0
930+0
0
935+0
0
940+00
945+00 950+00
955+00
960+00
965+00
970+00
975+00
980+00
985+00
990+00
995+00
WO
OD
ED
LA
KE
DR
LA
PR
AD
A
DR
OA
TES
DR
WOODMEADOW
PKW
Y
PINEHURS
T LN
AVEN
GALLOW
AY
LINE
ROW
ONCOR TRANS.
WM
WV
WV
FH
FH
FH
FHWV
WM
WM
WV
WV
WV
WV WV
FH
FHWV
FH
2-WV
2-WM
2-WV
8"W2(QL-D)
6"W2(QL-D)
8"W
2(Q
L-
D)
12"W
2(Q
L-
D)
12"W
2(Q
L-
D)
8"W
2(Q
L-
D)
FH(QL-D)
12"W
2(Q
L-
D)
12"W2(Q
L-D)
12"W2(QL-D)
12"W2(QL-D)
8"W
2(Q
L-D)
20"W
2(Q
L-
D)
20"W
2(Q
L-
D)
18"W
2(QL-
D)
8"W
2(Q
L-
D)
8"W2(Q
L-D)
8"W2(QL-D)
8"W
2(Q
L-
D)
12"W
2(QL-
D)
8"W
2(Q
L-
D)
12"W2(QL-D)
12"W2(QL-D)
12"W2(QL-D)
12"W2(QL-D)
12"W2(QL-D)
30"W3(QL-D)
30"W3(QL-D)
30"W3(QL-D)
30"W
3(QL-
D)
8,60011,45012,800
69,45096,150
106,900
15,35020,60023,100
5,050
6,7007,600
450
600750
9,050
12,05013,550
74,050102,250
113,750
11,45015,20016,900
24,35031,95035,500
73,750
97,000
108,000
15,35020,600
23,100
12,00016,05017,900
9,90013,25014,900
600
9001,100
9,30012,35013,800
6,0508,0008,900
67,70089,00099,100
6,6508,900
10,000
77,000101,350
112,900
77,000101,350112,900
8,60011,50012,800
18,950
25,40028,500
34,300
46,000
51,600
22,65029,60032,950
6,1508,1008,950
34,30046,000
51,600
78,050107,600119,700
15,35020,60023,100
EXPRESS LANES
EXPRESS LANES
23,20020,80015,750
22,35020,00015,050
6,8506,1004,600
VPI STA = 927+25.00
EL = 524.12
(-)0.85% (-)0.50%
VPI STA = 935+25.00
EL = 520.12
(-)0.50% (+)2.1
5%
L = 370.00
K = 139
ex = 1.23'
VPI STA = 941+00.00
EL = 532.50
(+)2.1
5% (-)2.19%
L = 660.00
K = 152
ex = -3.59'
VP
C
ST
A 933
+40.00
EL
=521.04
VP
T
ST
A 937
+10.00
EL
=524.10
VP
C
ST
A 937
+70.00
EL
=525.39
537.93
537.08
536.23
535.38
534.53
533.68
532.83
531.98
531.13
530.28
529.43
528.58
527.73
526.88
526.03
525.18
524.33
523.74
523.24
522.74
522.24
521.74
521.24
520.87
521.16
522.17
523.89
526.01
527.64
528.61
528.92
528.57
527.56
525.90
523.73
521.54
519.35
517.16
514.97
L
PWB635GP STA 920+77.31, 94.25' LT
STA 15+33.82, EL. 527.27'=
WB RAMP PRWXCEN
PWB635GP STA 946+27.39, 98.30' LT
STA 16+31.22, EL. 524.97'=
NB RAMP PRWEOAT
L
L
(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANESWB GP LANES CANTILEVERED
EL
=525.27
VP
T
ST
A 944
+30.00
(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANESWB GP LANES CANTILEVERED
PWB635GP STA 954+26.96, 94.01' RT
STA 17+33.79, EL. 511.36'=
NB RAMP PRWXLPD
EL. 546.24'
B PWB635GP STA 954+72.34,
B MRWE30DC STA 26+10.18=
VPI STA = 951+80.00
EL = 508.83
(-)2.19% (+)0.64%
L = 400.00
K = 141
ex = 1.42'
VPI STA = 960+10.00
EL = 514.18
(+)0.64% (-)1.34%
L = 300.00
K = 151
ex = -0.74'
VP
C
ST
A 958
+60.00
EL
=513.21
VP
T
ST
A 961
+60.00
EL
=512.17
512.79
511.09
510.11
509.83
510.25
510.89
511.54
512.18
512.83
513.42
513.47
512.85
511.63
MI
N.
CL
R.
18'11"
C PIH635 STA 961+46.51, EL. 512.63'
SHIFT PWB635GP PGL 44.35' RT TO PIH635 PGL
B PWB635GP STA 962+09.88, EL. 511.52'=
END PWB635GP PGL
L
EL
=513.21
VP
C
ST
A 949
+80.00
EL
=510.12
VP
T
ST
A 953
+80.00
L
L
L
L
506.2
506.7
507.5
508.8
509.9
511.1
512.3
513.5
514.7
515.9
517.2
518.0
519.2
520.7
521.7
522.9
524.1
525.4
526.5
527.7
VPI STA = 952+75.00
EL = 511.44
(+)0.50%
L = 500.00
ex = 2.17'
VPI STA = 959+75.00
EL = 514.94
(+)0.50% (-)1.34%
L = 300.00
K = 163
ex = -0.69'
VPI STA = 966+50.00
EL = 505.86
(-)1.34% (-)2.01%
L = 200.00
K = 301
ex = -0.17'
VPI STA = 970+30.00
EL = 498.22
(-)2.01% (+)1.15%
L = 450.00
K = 142
ex = 1.78'
VPI STA = 986+70.00
EL = 517.08
(+)1.15% (
+)2.74
%
L = 250.00
K = 158
ex = 0.50'
VPI STA = 990+50.00
EL = 527.48
(+)2.7
4% (+)1.0
0%
L = 300.00
K = 173
ex = -0.65'
VP
T
ST
A 955
+25.00
EL
=512.69
VP
C
ST
A 958
+25.00
EL
=514.19
VP
T
ST
A 961
+25.00
EL
=512.92
VP
C
ST
A 965
+50.00
EL
=507.20
VP
T
ST
A 967
+50.00
EL
=503.85
VP
C
ST
A 968
+05.00
EL
=502.75
VP
T
ST
A 972
+55.00
EL
=500.81
VP
T
ST
A 987
+95.00
EL
=520.51
VP
C
ST
A 989
+00.00
EL
=523.38
513.32
512.60
512.58
513.06
513.56
514.06
514.39
514.12
513.24
511.91
510.57
509.22
507.88
506.49
504.81
502.85
501.15
500.16
499.87
500.29
501.33
502.48
503.63
504.78
505.93
507.08
508.23
509.38
510.53
511.68
512.83
513.98
515.13
516.38
518.19
520.64
523.38
525.83
527.69
C POAT 17+35.62, EL. 527.46
C PIH635 STA, 971+20.35=
PROP OATES DR
C PGAL 17+95.34, EL. 541.75'
C PIH635 STA, 982+91.55=
PROP GALLOWAY AVE
(-)2.97%
K = 144
516.83
514.73
L
LC PLPD STA 22+72.69, EL. 502.59'
C PIH635 STA 939+18.65=
PROP LA PRADA DR
VPI STA = 915+00.00
EL = 508.53
(-)0.85% (-)1.01%
511.93
511.08
510.23
509.38
508.53
507.52
506.51
505.50
504.49
503.48
502.47
501.46
500.45
499.44
VPI STA = 930+55.00
EL = 492.82
(-)1.01% (+)3.9
9%
L = 680.00
K = 136
ex = 4.25'
VPI STA = 942+70.00
EL = 541.29
(+)3.9
9% (-)2.97%
L = 1,100.00
K = 158
ex = -9.57'
VP
T
ST
A 933
+95.00
EL
=506.38
VP
T
ST
A 948
+20.00
EL
=524.95
498.43
497.42
496.40
495.66
495.64
496.36
497.81
500.00
502.92
506.58
510.57
514.56
518.55
522.33
525.50
528.03
529.94
531.21
531.84
531.84
531.22
529.95
528.06
525.53
522.57
519.60
539.2
538.3
537.4
536.6
535.7
534.8
533.8
532.8
531.8
530.8
529.8
528.8
527.7
526.7
525.7
524.7
523.7
522.7
521.5
520.6
519.5
518.5
517.3
516.3
516.0
516.7
518.0
519.0
519.6
499.1
511.0
517.7
516.3
514.2
511.7
509.5
508.4
508.2
508.7
509.1
509.6
510.2
510.8
511.3
512.0
512.2
512.5
512.9
513.5
513.8
513.9
513.2
512.2
510.8
509.5
508.2
507.0
505.6
504.8
504.6
505.0
VP
C
ST
A 985
+45.00
EL
=515.65
PIH635 STA 943+01.73, 52.00' LT
STA 14+94.12, EL 533.77'=
DC RAMP MRWE30DC
PIH635 STA 942+86.64, 52.00' RT
STA 15+15.85, 529.86'=
DC RAMP MREX30DC
PIH635 STA 983+97.30, 135.00' RT
STA 18+15.50, EL 510.57'=
DC RAMP PDS635W30
PIH635 STA 983+14.99, 133.00' LT
STA 15+32.65, EL 509.68'=
DC RAMP PDW30N635
L
L
L
L
L
LB PGAL-U 12+64.80, EL. 543.26
C PIH635 STA, 984+09.38=
PROP GALLOWAY AVE U-TURN
L
L
MI
N.
CL
R.
18'9"
512.78
539.2
EL
=496.25
VP
C
ST
A 927
+15.00
EL
=519.35
VP
C
ST
A 937
+20.00
B PLPD-U1 STA 11+86.00, EL. 500.59'
C PIH635 STA 938+41.86=
PROP LA PRADA DR U-TURN
B PLPD-U2 STA 12+17.03, EL. 503.05'
C PIH635 STA 939+93.84=
PROP LA PRADA DR U-TURN
SEE PROFILE NOTE 1
B POAT-U1 12+02.66, EL. 526.99'
C PIH635 STA, 970+34.19=
PROP OATES DR U-TURN
B POAT-U1 12+20.91, EL. 527.88'
C PIH635 STA, 971+99.64=
PROP OATES DR U-TURN
L
L
MI
N.
CL
R.
19'5"
DESIGN EXCEPTION
SLOPE REQUIRES
+3.99% MANAGED LANE
NOTE:
EL
=518.86
VP
C
ST
A 950
+25.00
PIH635 STA 983+14.99, 165.00' LT
STA 55+26.64, EL 508.88'=
WB RAMP MRWE30DC
PIH635 STA 983+96.63, 163.01' RT
STA 56+27.73, EL 509.87'=
EB RAMP MREX30DC
491.72
HW100 =
PATH (BY OTHERS)
FUTURE SHARED USE
VPI STA = 915+00.00
EL = 534.53
(-)0.85% (-)1.05%
VPI STA = 931+50.00
EL = 517.21
(-)1.05% (+)2.0
0%
L = 500.00
K = 164
ex = 1.91'
VP
C
ST
A 929
+00.00
EL
=519.83
VP
T
ST
A 934
+00.00
EL
=522.20
537.93
537.08
536.23
535.38
534.53
533.48
532.43
531.38
530.33
529.28
528.23
527.18
526.13
525.08
524.03
522.98
521.93
520.88
519.83
519.09
518.95
519.43
520.51
522.20
524.20
526.20
528.20
L
PEB635GP STA 917+51.36, 94.00' RT
STA 15+89.81, EL 529.54'=
EB RAMP PREECEN
(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED
L
L
MI
N.
CL
R.
16'6"
EL. 548.86
B PEB635GP STA 953+49.77,
B MREX30DC STA 26+27.82=
(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED
VPI STA = 942+40.00
EL = 539.00
(+)2.0
0% (-)3.00%
L = 800.00
K = 160
ex = -5.00'
VPI STA = 952+00.00
EL = 510.20
(-)3.00% (+)0.50%
L = 500.00
K = 143
ex = 2.19'
VPI STA = 959+15.00
EL = 513.80
(+)0.50% (-)1.34%
L = 300.00
K = 163
ex = -0.69'
VP
C
ST
A 938
+40.00
EL
=531.00
VP
T
ST
A 946
+40.00
EL
=527.00
VP
C
ST
A 949
+50.00
EL
=517.70
VP
T
ST
A 954
+50.00
EL
=511.46
VP
C
ST
A 957
+65.00
EL
=513.05
VP
T
ST
A 960
+65.00
EL
=511.79
530.20
532.09
533.40
534.09
534.15
533.59
532.40
530.59
528.15
525.20
522.20
519.20
516.29
513.99
512.39
511.49
511.30
511.71
512.22
512.72
513.18
513.17
512.53
PEB635GP STA 943+25.54, 94.02' RT
STA 14+91.08, EL 530.05'=
SB RAMP PREXOAT
PEB635GP STA 951+26.03, 92.00' RT
STA 16+90.00, EL 511.21'=
SB RAMP PREELPD
C PIH635 STA 961+46.51, EL. 512.63'
SHIFT PEB635GP PGL 47.43' LT TO PIH635 PGL
B PEB635GP STA 960+91.22, EL. 511.45'=
END PEB635GP PGL
L
AND TEMPORARY ENCAMPMENTS
WILL BE DONE DURING PS&E DESIGN TO RESTRICT ACCESS FROM THE GENERAL PUBLIC AND TO PREVENT ILLEGAL DUMPING
NOTE 2: FOR THE AREA UNDER THE PROPOSED I-635 BRIDGE BETWEEN LA PRADA DR AND LONG BRANCH CREEK, COORDINATION
NOTE 1: ALL BENTS CANTILEVERED OVER THE DEPRESSED MANAGED LANE SECTION ARE INVERTED T'S WITH A DEPTH OF 2.5'
WESTBOUND
[ IH635 STA. 925+66
PROPOSED COSS #62
WESTBOUND
[ IH635 STA. 952+06
PROPOSED COSS #65
WESTBOUND
[ IH635 STA. 961+61
BRIDGE BENT
TO BE MOUNTED ON
PROPOSED COSS #66
WESTBOUND
[ IH635 STA. 988+94
PROPOSED COSS #71
WESTBOUND
[ IH635 STA. 988+94
PROPOSED OSB #21
EASTBOUND
[ IH635 STA. 911+85
PROPOSED COSS #59
BENT CAP
ATTACH TO THE BRIDGE
EASTBOUND
[ IH635 STA. 913+58
PROPOSED COSS #60
INTERSTATE
30EA ST
Texarkana
INTERSTATE
30W EST
Dallas
1 MILE
EASTBOUND
[ IH635 STA. 937+27
PROPOSED COSS #63
EASTBOUND
[ IH635 STA. 917+50
PROPOSED COSS #61
EASTBOUND
[ IH635 STA. 937+27
PROPOSED COSS #63
EASTBOUND
[ IH635 STA. 938+47
PROPOSED OSB #18
EASTBOUND
[ IH635 STA. 949+42
PROPOSED OSB #19
EASTBOUND
[ IH635 STA. 969+50
PROPOSED COSS #67
EASTBOUND
[ IH635 STA. 969+60
PROPOSED COSS #68
EASTBOUND
[ IH635 STA. 978+90
PROPOSED OSB #20
4,6004,0503,100
7,0006,2004,700
4,3503,8002,850
1,9501,7501,300
4,5004,1003,000
8,2007,4005,500
3,2002,9002,150
3,0502,6502,000
8,5507,8005,750
4,1503,8503,000
4,1503,7002,750
5,0504,4503,350
3,9003,5002,650
15010050
4,0503,6502,750
13,75012,1509,100
7,4006,6004,950
7,7006,8005,050
2,8002,6502,000
2,6502,3501,750
9,2008,0506,050
4,3503,8502,850
8,6507,7505,800
4,6003,9002,850
5,2505,0503,850
3,2002,6502,000
7,3006,3004,750
9,2508,5006,350
7,5006,6505,000
12,45011,2008,400
750650500
9,6008,7006,500
1,7501,4501,100
800700500
13,90012,3509,300
1,7501,4501,100
7,9507,1505,350
750650500
9,4008,6506,500
6,7505,9004,450
13,60012,1009,100
600550400
VAR VAREXI
ST
RO
W
EXI
ST
RO
W
STA 12+85.00 TO STA 18+42.73
EXISTING WOODMEADOW PARKWAY
21'
TYP
22' 22'10'
TYP
1'
LN
L
PGL
22'-23'
SW
20'
11.5%
STA 12+85.00 TO STA 18+42.73
PROPOSED WOODMEADOW PARKWAY
0'-21'
LN LN
2'
15'
PR
OP
RO
W
C PWMP
LN
22'-23'
SW
1 1.5%
2' TYP
20'
EXI
ST/
PR
OP
RO
W
EXI
ST
EL.
PROP PIH635 PGL
LC
SJ 2374-02-053
C
PI
H635
ST
A 910
+00
MA
TC
H
LI
NE
SH
EE
T 6
L
CSJ 2374-02-053
C
PI
H635
ST
A 991
+00
MA
TC
H
LI
NE
SH
EE
T 8
7
470
480
490
500
510
520
530
540
550
560
PR
OP
PI
H635
PG
LC
SJ 2374-02-053
MA
TC
H
LI
NE
SH
EE
T 6
ST
A 910
+00
CSJ 2374-02-053
MA
TC
H
LI
NE
SH
EE
T 8
ST
A 991
+00
470
480
490
500
510
520
530
540
550
560
570
580
590
460
95%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
N
C PIH635L
L
PWB635FR-B-3
PWB635FR-B-4
PRWXCEN-2
PRWXCEN-4
B PRWXCENL
B PWB635GPL
PWB635GP-29
PWB635GP-30
PWB635GP-32
PRWEOAT-1
PRWEOAT-2
PRWEOAT-3
PRWEOAT-4
B PRWEOATL
C PLPDL
PLPD-1
PLPD-2
MRWE30DC-1
MRWE30DC-2
MRWE30DC-3
MRWE30DC-4
MRWE30DC-5
MRWE30DC-7
MRWE30DC-8
B MRWE30DCL
B PRWXLPDL
PRWXLPD-1
PRWXLPD-4
C POATL
PDW30N635-1
PDW30N635-2
PDW30N635-3
B PDW30N635L
C PGALL
B PEB635GPL
PEB635GP-30 PEB635GP-31
PEB635GP-32
PREECEN-2
PREECEN-3
B PREECENL
B PEB635FRL
PEB635FR-64
PEB635FR-66
PEB635FR-67
PEB635FR-68
B PREXOATLC PWMP
PWMP-1
L B PREELPDL
PREELPD-4
MREX30DC-1
MREX30DC-3
MREX30DC-4
B MREX30DCL
B PDS635W30L
PDS635W30-1
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
L
L
L
L
L
L
PGAL STA 17+95.34
PIH635 STA 982+91.55
(SIGNALIZED INTERSECTION)
PGAL STA 21+43.37
PWB635FR-B STA 989+55.25
(SIGNALIZED INTERSECTION)
POAT STA 20+10.60
PWB635FR-B STA 973+38.50
(SIGNALIZED INTERSECTION)
PLPD STA 24+82.58
PWB635FR-B STA 941+57.76
PLPD STA 23+06.82
PIH635 STA 939+07.83
PIH635-26
PIH635-27
PIH635-30
PEB635FR-69
PEB635FR-70
PEB635FR-71 PEB635FR-72
PEB635FR-73
PREXOAT-4
PREELPD-1
MREX30DC-6
PRWXLPD-3
B PWB635FR-B
915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00910+00
PR
OP
PE
B535
GP
PG
L
PR
OP
PW
B535
GP
PG
L
TAYLOR H. PERRINE 116960TAYLOR H. PERRINE 116960
UNDER CONSTRUCTION
PROP NOISE WALL
EXIST ROW
PROP ROW
PWMP STA 18+42.73
PLPD STA 18+42.65
PLPD STA 23+53.39
PWB635GP STA 939+34.96
SUPERELEVATION
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
5-48" RCP
REMOVE EXIST
TYPICAL SECTIONS
L
PLBTRL-1
(SIGNALIZED INTERSECTION)
POAT STA 14+75.41
PEB635FR STA 969+60.53
SUPERELEVATION SIGN CONVENTION
PROP DRAINAGE CHANNEL
PARKGRISSOM
PARKWHI
TE
POAT STA 17+35.62
PIH635 STA 971+20.35
PROP ROW
PLPD STA 16+65, 48' LT
BEGIN PROP RET WALL
PLPD STA 15+50, 51' LT
END PROP RET WALL PROP DRAINAGE EASEMENT
REMOVE EXIST 6-10'X7' MBC
PEB635FR STA 941+14, 17' RTBEGIN PROPOSED DENIAL OF ACCESS
PROP 1-10'X7' MBC
PEB635FR STA 951+94, 17' RT
END PROPOSED DENIAL OF ACCESS
PROP 1-8'X7' MBC
PROP 1-10'X10' MBC
REMOVE EXIST 6-10'X7' MBC
PWB635FR-B STA 960+69, 17' LT
END PROP NOISE WALL
LA PRADA DR N GALLOWAY AVEOATES DR
7
PEB635FR-65
PRWXCEN-1
PRWXCEN-3
PRWEOAT-5
PREECEN-1
MREX30DC-2
PREXOAT-1
LB PGAL-U
20
21
L50
L51
L54
L53
L55
L56
L57
L60
L59
R38
R39
R41
R42
R43
R44
L
PLPD-U2-1
REMOVE EXIST 2-7'X6' MBC
LPLPD-U1-1
PLPD-U1-2
PLPD-U1-3
LC PLPD-U1
PROP 1-7'X6' MBC
BEGIN PROP RET WALL PWB635FR-B STA 949+24, 9.5' LT
19' RT
9' LT &
STA 21+47,
MRWE30DC
RET WALL
END PROP
B PLPD-U2
AT PIH635 PGLEX GROUND
MATCH EXISTING PAVEMENT
C PWMP STA 12+85.00
BEGIN CONSTRUCTION
WOODMEADOW PKWY
MATCH EXISTING PAVEMENT
C PLPD STA 14+00.00
BEGIN CONSTRUCTION
LA PRADA DR
MATCH EXISTING PAVEMENT
C POAT STA 11+00.00
BEGIN CONSTRUCTION
OATES DR
E2
E2
E2
E2
E2
E2
E2
E2
TRAFFIC LEGEND:YEAR 2022 ADT
YEAR 2042 ADT
YEAR 2052 ADT
SIGNALIZED INTERSECTION
38,850
51,350
57,300
PEB635GP STA 937+57, 83' RT
END PROP RET WALL
PLPD STA 23+76, 68' LT
BEGIN PROP RET WALL
MREX30DC STA 17+53, 9' RTBEGIN PROP RET WALL
MREX30DC STA 17+60, 19' LTBEGIN PROP RET WALL
PGAL STA 12+75, 60' RT
BEGIN PROP RET WALL
PGAL STA 13+25, 61' RT
END PROP RET WALL
(SIGNALIZED INTERSECTION)
PGAL STA 14+31.90
PEB635FR STA 976+84.77
PWB635GP STA 937+54, 83' LT
END PROP RET WALL
PIH635 STA 937+45, 41' LT
END PROP RET WALL
BEGIN PROP RET WALL PRWEOAT STA 16+31, 9' LT
BEGIN PROP RET WALL MRWE30DC STA 17+44, 19' RT
BEGIN PROP RET WALL MRWE30DC STA 17+50, 9' LT
POAT STA 23+00, 52' RT
END PROP RET WALL
PROP PIH635 PGL
MI
N.
CL
R.
16'9"
MI
N.
CL
R.
20'8"
PGLPROP PWB635GP
2:1
3:1
2:1
2:1
STA 937+30BEGIN BRIDGE
STA 937+75BEGIN BRIDGE
STA 937+57BEGIN BRIDGE
END BRIDGE STA 944+76
END BRIDGE STA 945+40
STA 946+13END BRIDGE
16'8"
MI
N.
CL
R.
3:1
3:1
PGLPROP PEB635GP
EASEMENTPROP DRAINAGE
USE PATHWAY (BY OTHERS)CONNECT TO FUTURE SHARED
R=63'
R=65'
R=65'
R=5'
R=10'
R=5'
R=5'
R=10'
9' RT
19' LT &
STA 21+63,
WALL MREX30DC
END PROP RET
83' LT
PWB635GP STA 927+50,
BEGIN PROP RET WALL
9' RT
PREECEN STA 18+00,
END PROP RET WALL
PEB635GP STA 912+50, 71' RT
BEGIN PROP RET WALL
COSS #65
65'
R=
R=45'
R=60'
R=45'
PIH635-29
PWB635GP-31
PWB635FR-B-5
PWB635FR-B-11
PEB635FR-63
PEB635GP-33
PLPD-U2-2
PLPD-U2-3
MRWE30DC-6
MRWE30DC-9
POAT-U1-3
POAT-U1-2
B POAT-U1
POAT-U1-1
POAT-U2-2
MREX30DC-7
PREELPD-3
PDS635W30-2
PLPD STA 21+98.71
STA 939+06.53
PEB635GPEX ROW
PRWEOAT-7
PWB635FR-B-9
PIH635-28
B POAT-U2L
PWB635FR-B-12
PWB635FR-B-13
R=40'
PROP ROW
MATCH EXISTING PAVEMENT
C PGAL STA 25+09.14
END CONSTRUCTION
N GALLOWAY AVE
STA 928.32, 83' RT
PEB635GP
BEGIN PROP RET WALL
937+69, 41' RT
PIH635 STA
END PROP RET WALL
(SIGNALIZED INTERSECTION)
PLPD STA 20+43.19
PEB635FR STA 937+47.97
POAT-U2-1
MREX30DC-5
46' RT
STA 979+01,
PEB635FR
NOISE WALL
BEGIN PROP
PEB635FR-75
PGAL-U-1
PEB635FR STA 983+79, 14' RT
BEGIN PROP NOISE WALL
PDS635W30 STA 18+44, 29' LT
BEGIN PROP RET WALL
14' RT
PEB635FR STA 983+05,
END PROP NOISE WALL
22
L52
L58
L61
R40
PRWXCEN STA 16+34, 9' LT
BEGIN PROP RET WALL
PRWXCEN STA 18+32, 9' LT
END PROP RET WALL
BEGIN PROP RET WALL PWB635GP STA 946+29, 71' LT
29' LT
949+45,
PIH635 STA
RET WALL
BEGIN PROP
AND CITY OF DALLAS
TO BE COORDINATED WITH CITY OF MESQUITE
(BY OTHERS) ACCESS EASEMENT FOR PATHWAY
CONNECT TO FUTURE SHARED USE PATHWAY
9' LT & 19' RT
MRWE30DC STA 34+60,
BEGIN PROP RET WALL
9' LT
STA 34+64,
MRWE30DC
RET WALL
END PROP
9' LT
STA 39+55,
MRWE30DC
RET WALL
BEGIN PROP
END PROP RET WALL MRWE30DC STA 40+56, 19' RT
29' RT
STA 22+06,
WALL PDW30N635
BEGIN PROP RET
9' RT
MREX30DC STA 33+82,
BEGIN PROP RET WALL
ID # SITE ADDRESS OWNER OCCUPANT
322 1513 HERITAGE DRTAYLOR
PAPILLION ZACHARY & SANDRA
RESIDENTIAL
SINGLE FAMILY
323 1901 PINEHURST LNCLUB LP
2012 WESCO GATEWAY II COUNTRYCOUNTRY CLUB APARTMENTS
324 1517 HERITAGE DR OLGUIN ROGELIO &RESIDENTIAL
SINGLE FAMILY
325 1521 HERITAGE DR SOLIS FRANCISCORESIDENTIAL
SINGLE FAMILY
326 1525 HERITAGE DR PAREDES PERLARESIDENTIAL
SINGLE FAMILY
327 1751 OATES DR TEXAS STATE OF POWER LINES
328 1529 HERITAGE DR SPENCE SHARON GRESIDENTIAL
SINGLE FAMILY
329 1533 HERITAGE DR MENCHU LORENZO RRESIDENTIAL
SINGLE FAMILY
330 1751 OATES DR TEXAS UTILITIES ELEC CO POWER LINES
331 1900 PINEHURST LN KNANAYA CATHOLIC ASSOC OFCHURCH
NEW LIFE FELLOWSHIP
332 1537 HERITAGE DR MURCIA MARIO ERESIDENTIAL
SINGLE FAMILY
333 2101 PINEHURST LNLP
2012 WESCO GATEWAY II PINEHURSTPINEHURST PLACE
334 5304 N GALLOWAY AVE CBOCS TEXAS LIMITED CRACKER BARREL
273 4111 ATHLETIC CLUB DR DALLAS ATHLETIC CLUB DALLAS ATHLETIC CLUB
388 16000 LBJ FWY FIREBRAND PROPERTIES LP BURGER KING
291 10800 LBJ FWY TEXAS UTILITIES ELEC COLINE
OVERHEAD TRANSMISSION
299 1213 ROCKLEDGE DR REED DONRESIDENTIAL
SINGLE FAMILY
300 1217 ROCKLEDGE DR TAH HOLDING LPRESIDENTIAL
SINGLE FAMILY
301 1221 ROCKLEDGE DR MORALES RACHELRESIDENTIAL
SINGLE FAMILY
302 1225 ROCKLEDGE DR GARCIA JACLYN JANETTERESIDENTIAL
SINGLE FAMILY
303 1229 ROCKLEDGE DR ARRIAGA JESUS ARESIDENTIAL
SINGLE FAMILY
304 1301 ROCKLEDGE DR YOUNG PATRICIARESIDENTIAL
SINGLE FAMILY
305 1305 ROCKLEDGE DR MONTEMAYOR ALFREDORESIDENTIAL
SINGLE FAMILY
306 1309 ROCKLEDGE DR MALDONADO JESUS MRESIDENTIAL
SINGLE FAMILY
307 1313 ROCKLEDGE DR MENDEZ LUZ MARIARESIDENTIAL
SINGLE FAMILY
308 1125 SPRINGLAKE DR GARLAND CITY OF GRISSOM PARK
309 1401 PARK EAST DR ROMERO JESUSRESIDENTIAL
SINGLE FAMILY
310 1405 PARK EAST DR ROSADO JOSE & ANGELARESIDENTIAL
SINGLE FAMILY
311 1409 PARK EAST DR GARCIA JOSE G &RESIDENTIAL
SINGLE FAMILY
312 1413 PARK EAST DR YORK LARRY DON & THELMARESIDENTIAL
SINGLE FAMILY
313 1417 PARK EAST DR WIGGINS DALLASJRRESIDENTIAL
SINGLE FAMILY
314 1421 PARK EAST DR ZIMDARAS RODNEY GORDONRESIDENTIAL
SINGLE FAMILY
315 1425 PARK EAST DR ANDERSON DAVIDRESIDENTIAL
SINGLE FAMILY
316 1433 PARK EAST DR PRICE ROY LRESIDENTIAL
SINGLE FAMILY
317 117 RAVENCROFT DR GARLAND CITY OF WHITE PARK
318 1501 HERITAGE DR CLAWSON KELLYRESIDENTIAL
SINGLE FAMILY
319 1505 HERITAGE DR RODRIGUEZ ALEJANDRO ORTIZ &RESIDENTIAL
SINGLE FAMILY
320 1509 HERITAGE DR REDFEARN ARTHUR WAYNE &RESIDENTIAL
SINGLE FAMILY
321 2200 LA PRADA DR CROSSROADS CHURCH OF THE VACANT
335 15300 LBJ FWY BLI REAL ESTATE INC LAND ONLY
336 2207 OATES DR DALLAS DIAMONDS INC DALLAS DIAMONDS INC
337 5115 N GALLOWAY AVE ROFFINO CONSTRUCTION CO LBJ OATES OFFICE CENTER
338 2212 OATES DR PREMCO USA LLC EXXON
340 16200 LBJ FWY SHADCO INC VACANT
341 4501 CLUB ESTATES PL MURPHY RICHARD WRESIDENTIAL
SINGLE FAMILY
342 4505 CLUB ESTATES PL JOHNSON LINDARESIDENTIAL
SINGLE FAMILY
343 4509 CLUB ESTATES PL MCCARTT MARY CRESIDENTIAL
SINGLE FAMILY
344 15330 LBJ FWY TPLP OFFICE PARK PPTIES P S BUSINESS CENTER
345 2201 BOCA RATON MENDOZA EFRAIN &RESIDENTIAL
SINGLE FAMILY
347 4428 OCEAN REEF FIELDER C C & DIANERESIDENTIAL
SINGLE FAMILY
349 4424 OCEAN REEF BUDAHELYI MONICARESIDENTIAL
SINGLE FAMILY
350 4420 OCEAN REEF FERNANDEZ ALFREDORESIDENTIAL
SINGLE FAMILY
352 4416 OCEAN REEF ANDERSON LELAND DRESIDENTIAL
SINGLE FAMILY
353 4412 OCEAN REEF RAMIREZMELGOZA RAYMUNDORESIDENTIAL
SINGLE FAMILY
355 4408 OCEAN REEF MOULDER JOAN CRESIDENTIAL
SINGLE FAMILY
364 1470 OATES DR TEXAS UTILITIES ELEC CO POWER LINES
386 15900 LBJ FWY MESQUITE AUTOMOTIVE MAZDA OF MESQUITE
387 1919 OATES DR RRREI LP SOUTHWEST KIA
390 1805 OATES DR SHERRON ASSOC FUND LTD OATES CREEK APTS
392 16160 LBJ FWY TEE FORE PROPERTIES LLC VACANT
393 16080 LBJ FWY LBJ ANCILLARY LTD PIZZA HUT
394 1751 OATES DR TEXAS UTILITIES ELEC CO POWER LINES
395 16190 LBJ FWY SECURITY HOLDINGS INC DRIVER SELECT
397 1900 OATES DR RPI LBJ OATES LTDCENTER
LBJ OATES SUMMIT SHOPPING
399 16230 LBJ FWY NAGHER FREDERICK A HYUNDAI
401 16200 LBJ FWY SECURITY HOLDINGS INC FAZELI MITSUBISHI
404 1725 OATES DR LBJ GARDEN VILLAS LTD GARDEN VILLA APTS
541 10600 WOODMEADOW PKWY DALLAS CITY OF VACANT
542 10700 WOODMEADOW PKWY GC APARTMENTS LLC GREENS CROSSING APT
543 2300 OATES DR MURMIN II LP KWIK KAR LUBE
544 5050 N GALLOWAY AVE TXVT DEVELOPMENT INC TROPHY NISSAN USED CARS
564 2213 OATES DR MARUTI JAI CORPORATION PHILLIPS 66
566 5300 N GALLOWAY AVE CBOCS TEXAS LIMITED VACANT LAND ONLY
PROPOSED TAPERS
TURN BAY LENGTHS
COSS #62
COSS #60
COSS #63
OSB #18
OSB #20
COSS #66
(CURRENTLY UNDER CONSTRUCTION)
PWB635FR-B STA 937+86, 79' LT
END PROP NOISE WALL
C PLBTRL
STA 14+03, 9' RT
PREECEN
RET WALL
BEGIN PROP
71' RT
STA 916+50,
PEB635GP
RET WALL
END PROP
EASEMENT
PROP DRAINAGE
OSB #21
COSS #59
COSS #67
COSS #68
COSS #71
EASEMENT
TEMP CONSTRUCTION
COSS #65
71' LT
PWB635GP STA 953+79,
END PROP RET WALL
957+17, 17' LT
WALL PWB635FR-B STA
BEGIN PROP RET
4-48" RCP
REMOVE EXIST
EASEMENT
PROP DRAINAGE
29' LT
PIH635 STA 952+67,
END PROP RET WALL
PWB635FR-B STA 955+01, 13' LT
BEGIN PROP NOISE WALL
PROPOSED IH 635 MAINLANES (60 MPH)
TURN
LANE
TAPER
LENGTH
DECEL
LENGTH
STORAGE
LENGTH
TOTAL
LENGTH
9' LT & 19' RT
PRWEOAT STA 26+02,
BEGIN PROP RET WALL
9' LT
PRWEOAT STA 30+99,
END PROP RET WALL
PLPD STA 22+60, 68' LT
END PROP RET WALL
MREX30DC STA 41+33, 19' LT
END PROP RET WALL
BASELINESTA
BEGIN TRANSITION
e STA
END TRANSITION
e
PWB635FR-B STA 958+15, 17' LT
END PROP RET WALL
PWB635FR-B-7
PWB635FR-B-10
9' LT
PRWEOAT STA 17+73,
END PROP RET WALL
PWB635FR-B-6
PRWEOAT STA 27+70, 19' RT
END PROP RET WALL
PWB635FR-B-8
BEGIN PROP RET WALL PLPD STA 21+25, 66' RT
9' RT
STA 15+50,
PREELPD
RET WALL
BEGIN PROP
PREXOAT-3
OSB #19
PREELPD-2
PREXOAT-2
PREECEN-4
TRANSMISSION LINES
HIGH VOLTAGE
13' RT
STA 945+49,
PEB635FR
RET WALL
BEGIN PROP
ML BRIDGE4.79' DEPTH TX-46 GIRDERS
WB BRIDGE4.79' DEPTH TX-46 GIRDERS
EB BRIDGE4.79' DEPTH TX-46 GIRDERS
EB BRIDGE5.50' DEPTH
TX-54 GIRDERS
23.5' RT
STA 934+24,
PEB635FR
RET WALL
BEGIN PROP
PLPD STA 19+67, 50.5' LT
END PROP RET WALL
BEGIN PROP RET WALL PEB635FR STA 938+69, 29.6' RT
END PROP RET WALL PEB635FR STA 939+39, 9.5' RT
BEGIN PROP RET WALL PEB635FR STA 941+74, 9.5' RT
PEB635FR STA 944+26, 12.5' RT
END PROP RET WALL
BEGIN PROP RET WALL PEB635GP STA 944+59, 71' LT
12.5' RT
PEB635FR STA 953+34,
END PROP RET WALL
9' LT
PRWXLPD STA 15+09,
BEGIN PROP RET WALL
PWB635FR-B STA 956+17, 16' LT
END PROP RET WALL
9.6' LT
STA 20+20,
WALL PRWXLPD
END PROP RET POAT STA 21+75, 59.6' RT
BEGIN PROP RET WALL
PGAL STA 22+49, 71.5' LT
BEGIN PROP RET WALL
48.1' LT
PGAL STA 25+09,
END PROP RET WALL
PLPD STA 23+75, 66' RT
END PROP RET WALL
71' RT
STA 951+26,
PEB635GP
RET WALL
END PROP
STA 948+97; 12.5'RT
PEB635FR
NOISE WALL
BEGIN PROP
PEB635FR STA 963+95, 55.57' RT
END PROP NOISE WALL
C PLPD STA 28+42.24
END WIDENING
LA PRADA DR
L
L
C PGAL STA 10+96.46BEGIN WIDENING N GALLOWAY AVE
C PGAL STA 10+96.66BEGIN WIDENINGN GALLOWAY AVE
L
L
C POAT STA 23+27.76
END WIDENING
OATES DR
L
C POAT STA 23+71.74
END WIDENING
OATES DR
L
TRANSITIONS FOR INTERSECTION GRADING
TURNAROUND CROSS SLOPE
FRONTAGE ROAD, CROSS STREET &
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.
LOCATION TYPE BASELINE BEGIN END TAPER RATE
20 PIH635 930+68.75, 4.00' RT 932+08.75, 2.00' RT 70:1
21 PIH635 930+68.75, 4.00' LT 932+08.75, 2.00' RT 70:1
22 AUX LANE MERGE PEB635GP 963+04.21, 72.00' RT 969+06.21, 60.00' RT 50:1
MREX30DC
(40 MPH)
MREX30DC-1 11+59.88 9° 08' 27.49" (RT) 2000.00 159.88 319.08 S 25° 16' 9.47" E 318.74 10+00.00 13+19.08 S 29° 50' 23.21" E S 20° 41' 55.72" E
MREX30DC-2 19+38.73 9° 34' 17.77" (RT) 3600.00 301.40 601.40 S 15° 54' 46.84" E 600.70 16+37.33 22+38.73 S 20° 41' 55.72" E S 11° 07' 37.95" E
MREX30DC-3 25+89.29 13° 14' 24.69" (RT) 1190.00 138.11 274.99 S 4° 30' 25.61" E 274.38 24+51.18 27+26.17 S 11° 07' 37.95" E S 2° 06' 46.74" W
MREX30DC-4 30+72.82 15° 16' 6.21" (LT) 1200.00 160.84 319.78 S 5° 31' 16.36" E 318.84 29+11.98 32+31.76 S 2° 06' 46.74" W S 13° 09' 19.47" E
MREX30DC-5 46+37.79 8° 35' 50.27" (RT) 3800.00 285.63 570.19 S 8° 51' 24.33" E 569.66 43+52.16 49+22.35 S 13° 09' 19.47" E S 4° 33' 29.19" E
MREX30DC-6 54+28.61 11° 03' 28.03" (LT) 5230.00 506.25 1009.36 S 10° 05' 13.21" E 1007.80 49+22.35 59+31.72 S 4° 33' 29.19" E S 15° 36' 57.22" E
MREX30DC-7 60+21.28 2° 42' 1.15" (RT) 3800.00 89.56 179.09 S 14° 15' 56.65" E 179.08 59+31.72 61+10.81 S 15° 36' 57.22" E S 12° 54' 56.07" E
MRWE30DC
(40 MPH)
MRWE30DC-1 10+77.09 2° 19' 27.52" (LT) 3800.00 77.09 154.15 S 30° 16' 36.86" E 154.14 10+00.00 11+54.15 S 29° 06' 53.09" E S 31° 26' 20.62" E
MRWE30DC-2 13+24.36 8° 50' 51.96" (RT) 2200.00 170.20 339.73 S 27° 00' 54.64" E 339.39 11+54.15 14+93.88 S 31° 26' 20.62" E S 22° 35' 28.66" E
MRWE30DC-3 18+48.01 12° 15' 0.75" (RT) 3300.00 354.13 705.56 S 16° 27' 58.28" E 704.22 14+93.88 21+99.45 S 22° 35' 28.66" E S 10° 20' 27.91" E
MRWE30DC-4 25+68.65 10° 24' 15.81" (LT) 1500.00 136.57 272.39 S 15° 32' 35.81" E 272.01 24+32.08 27+04.47 S 10° 20' 27.91" E S 20° 44' 43.71" E
MRWE30DC-5 31+39.16 7° 41' 12.59" (RT) 1500.00 100.77 201.24 S 16° 54' 7.42" E 201.09 30+38.39 32+39.63 S 20° 44' 43.71" E S 13° 03' 31.13" E
MRWE30DC-6 42+88.10 3° 48' 56.3" (RT) 11248.00 374.67 749.07 S 11° 09' 2.97" E 748.93 39+13.43 46+62.49 S 13° 03' 31.13" E S 9° 14' 34.82" E
MRWE30DC-7 51+47.61 3° 44' 46.2" (LT) 3800.00 124.27 248.46 S 11° 06' 57.92" E 248.41 50+23.34 52+71.80 S 9° 14' 34.82" E S 12° 59' 21.02" E
MRWE30DC-8 55+51.27 6° 02' 12.82" (RT) 5300.00 279.47 558.43 S 9° 58' 14.61" E 558.17 52+71.80 58+30.22 S 12° 59' 21.02" E S 6° 57' 8.21" E
MRWE30DC-9 60+33.01 6° 06' 34.15" (LT) 3800.00 202.79 405.20 S 10° 00' 25.28" E 405.00 58+30.22 62+35.42 S 6° 57' 8.21" E S 13° 03' 42.35" E
PDS635W30
(40 MPH)
PDS635W30-1 11+51.42 4° 33' 49.86" (RT) 3800.00 151.42 302.69 S 6° 52' 21.21" E 302.61 10+00.00 13+02.69 S 9° 09' 16.14" E S 4° 35' 26.28" E
PDS635W30-2 16+88.40 8° 19' 29.79" (LT) 5300.00 385.72 770.08 S 8° 45' 11.18" E 769.40 13+02.69 20+72.76 S 4° 35' 26.28" E S 12° 54' 56.07" E
PDW30N635
(40 MPH)
PDW30N635-1 11+30.57 3° 56' 9.17" (LT) 3800.00 130.57 261.04 S 11° 12' 39.41" E 260.99 10+00.00 12+61.04 S 9° 14' 34.82" E S 13° 10' 43.99" E
PDW30N635-2 13+96.87 2° 56' 10.4" (RT) 5300.00 135.83 271.61 S 11° 42' 38.79" E 271.58 12+61.04 15+32.65 S 13° 10' 43.99" E S 10° 14' 33.59" E
PDW30N635-3 18+02.48 2° 49' 8.76" (LT) 10966.00 269.83 539.56 S 11° 39' 7.97" E 539.50 15+32.65 20+72.20 S 10° 14' 33.59" E S 13° 03' 42.35" E
PEB635FR
(40 MPH)
PEB635FR-64 910+44.26 2° 33' 45.21" (RT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 909+99.53 910+88.98 S 45° 11' 37.00" E S 42° 37' 51.78" E
PEB635FR-65 911+33.71 2° 33' 45.21" (LT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 910+88.98 911+78.43 S 42° 37' 51.78" E S 45° 11' 37.00" E
PEB635FR-66 931+16.10 22° 56' 26.75" (RT) 2740.00 555.98 1097.07 S 33° 43' 23.62" E 1089.76 925+60.11 936+57.19 S 45° 11' 37.00" E S 22° 15' 10.25" E
PEB635FR-67 942+41.61 12° 49' 16.61" (RT) 1000.00 112.36 223.77 S 15° 50' 31.94" E 223.31 941+29.26 943+53.03 S 22° 15' 10.25" E S 9° 25' 53.64" E
PEB635FR-68 943+89.60 4° 11' 19.74" (LT) 1000.00 36.57 73.11 S 11° 31' 33.51" E 73.09 943+53.03 944+26.14 S 9° 25' 53.64" E S 13° 37' 13.38" E
PEB635FR-69 949+86.07 6° 05' 23.85" (LT) 1000.00 53.20 106.29 S 16° 39' 55.30" E 106.24 949+32.87 950+39.16 S 13° 37' 13.38" E S 19° 42' 37.23" E
PEB635FR-70 951+16.55 8° 51' 00.03" (RT) 1000.00 77.38 154.46 S 15° 17' 07.22" E 154.31 950+39.16 951+93.62 S 19° 42' 37.23" E S 10° 51' 37.20" E
PEB635FR-71 956+93.25 3° 19' 58.73" (LT) 2000.00 58.19 116.34 S 12° 31' 36.57" E 116.33 956+35.06 957+51.40 S 10° 51' 37.20" E S 14° 11' 35.93" E
PEB635FR-72 962+40.28 6° 25' 06.55" (RT) 2000.00 112.14 224.05 S 10° 59' 02.66" E 223.93 961+28.14 963+52.19 S 14° 11' 35.93" E S 7° 46' 29.38" E
PEB635FR-73 964+15.14 3° 36' 21.38" (LT) 2000.00 62.96 125.87 S 9° 34' 40.07" E 125.85 963+52.19 964+78.06 S 7° 46' 29.38" E S 11° 22' 50.76" E
PEB635FR-74 969+64.37 2° 11' 44.65" (RT) 2000.00 38.33 76.65 S 10° 16' 58.44" E 76.64 969+26.05 970+02.69 S 11° 22' 50.76" E S 9° 11' 06.11" E
PEB635FR-75 978+67.15 4° 37' 36.41" (LT) 2000.00 80.80 161.51 S 11° 29' 54.32" E 161.46 977+86.35 979+47.86 S 9° 11' 06.11" E S 13° 48' 42.53" E
PEB635GP
(60 MPH)
PEB635GP-30 937+51.67 32° 47' 08.23" (RT) 4200.00 1235.55 2403.31 S 28° 47' 58.21" E 2370.66 925+16.11 949+19.42 S 45° 11' 32.32" E S 12° 24' 24.09" E
PEB635GP-31 962+41.13 1° 51' 30.50" (LT) 11100.00 180.04 360.04 S 13° 20' 09.34" E 360.03 960+61.10 964+21.14 S 12° 24' 24.09" E S 14° 15' 54.58" E
PEB635GP-32 969+14.64 5° 06' 38.44" (RT) 11058.00 493.50 986.35 S 11° 42' 35.36" E 986.03 964+21.14 974+07.49 S 14° 15' 54.58" E S 9° 09' 16.14" E
PEB635GP-33 983+92.23 3° 33' 29.04" (LT) 11142.00 346.07 691.92 S 10° 56' 00.66" E 691.81 980+46.16 987+38.08 S 9° 09' 16.14" E S 12° 42' 45.18" E
PGAL
(40 MPH)
-- 10+00.00 -- -- -- -- -- -- -- -- -- S 45°40'22.24" E
-- 30+00.67 -- -- -- -- -- -- -- -- S 45°40'22.24" E --
PGAL-U PGAL-U-1 10+65.75 94° 17' 35.16 " (RT) 61.00 65.75 100.39 N 87° 10' 50.18 " E 89.44 10+00.00 11+00.39 N 40° 02' 2.61 " E S 45° 40' 22.24 " E
PIH635
(60 MPH)
PIH635-26 939+46.54 34° 59' 9.59" (RT) 3850.00 1213.38 2350.89 S 27° 41' 57.53" E 2314.54 927+33.16 950+84.05 S 45° 11' 32.32" E S 10° 12' 22.73" E
PIH635-27 957+83.49 2° 45' 30.7" (LT) 11100.00 267.26 534.41 S 11° 35' 8.08" E 534.36 955+16.23 960+50.64 S 10° 12' 22.73" E S 12° 57' 53.43" E
PIH635-28 970+87.99 3° 43' 18.61" (RT) 11100.00 360.65 721.04 S 11° 06' 14.13" E 720.91 967+27.35 974+48.38 S 12° 57' 53.43" E S 9° 14' 34.82" E
PIH635-29 984+54.98 3° 26' 29.62" (LT) 11100.00 333.47 666.74 S 10° 57' 49.63" E 666.64 981+21.52 987+88.25 S 9° 14' 34.82" E S 12° 41' 4.44" E
PLBTRL
(TRAIL)
PLBTRL-1 17+42.69 50° 02' 27.66" (LT) 100.00 46.67 87.34 S 71° 12' 55.52" E 84.59 16+96.01 17+83.35 S 46° 11' 41.69" E N 83° 45' 50.65" E
PLBTRL-2 25+52.24 20° 07' 1.73" (RT) 100.00 17.74 35.11 S 86° 10' 38.48" E 34.93 25+34.50 25+69.61 N 83° 45' 50.65" E S 76° 07' 7.62" E
PLPD
(40 MPH)
PLPD-1 18+37.36 5° 34' 51.66" (RT) 800.00 38.99 77.93 N 46° 32' 6.6" E 77.89 17+98.37 18+76.29 N 43° 44' 40.78" E N 49° 19' 32.43" E
PLPD-2 19+14.87 5° 31' 14.12" (LT) 800.00 38.57 77.08 N 46° 33' 55.37" E 77.05 18+76.29 19+53.38 N 49° 19' 32.43" E N 43° 48' 18.31" E
PLPD-U1
(15 MPH)
PLPD-U1-1 10+14.89 13° 29' 0.27" (LT) 126.00 14.89 29.65 S 68° 12' 14.28" E 29.58 10+00.00 10+29.65 S 61° 27' 44.14" E S 74° 56' 44.42" E
PLPD-U1-2 10+80.56 61° 14' 57.28" (LT) 86.00 50.91 91.93 N 74° 25' 46.95" E 87.62 10+29.65 11+21.59 S 74° 56' 44.42" E N 43° 48' 18.31" E
PLPD-U1-3 13+53.79 39° 44' 36.27" (LT) 116.00 41.93 80.46 N 23° 56' 0.18" E 78.86 13+11.86 13+92.33 N 43° 48' 18.31" E N 4° 03' 42.04" E
PLPD-U2
(15 MPH)
PLPD-U2-1 10+28.63 27° 43' 50.87" (RT) 116.00 28.63 56.14 N 29° 56' 22.87" E 55.60 10+00.00 10+56.14 N 16° 04' 27.44" E N 43° 48' 18.31" E
PLPD-U2-2 13+54.91 59° 05' 36.84" (RT) 86.00 48.75 88.70 N 73° 21' 6.73" E 84.82 13+06.16 13+94.86 N 43° 48' 18.31" E S 77° 06' 4.85" E
PLPD-U2-3 14+08.25 12° 08' 1.28" (RT) 126.00 13.39 26.68 S 71° 02' 4.21" E 26.63 13+94.86 14+21.54 S 77° 06' 4.85" E S 64° 58' 3.57" E
POAT
(40 MPH)
-- 10+00.00 -- -- -- -- -- -- -- -- -- S 45°40'22.24" E
-- 24+74.92 -- -- -- -- -- -- -- -- S 45°40'22.24" E --
POAT-U1
(15 MPH)
POAT-U1-1 10+47.08 63° 33' 7.4" (LT) 76.00 47.08 84.30 S 85° 41' 37.29" E 80.04 10+00.00 10+84.30 S 53° 55' 3.59" E N 62° 31' 49.01" E
POAT-U1-2 11+12.48 18° 11' 41.54" (LT) 176.00 28.18 55.89 N 53° 25' 58.24" E 55.66 10+84.30 11+40.19 N 62° 31' 49.01" E N 44° 20' 7.46" E
POAT-U1-3 14+36.79 15° 00' 31.77" (LT) 106.00 13.96 27.77 N 36° 49' 51.58" E 27.69 14+22.83 14+50.60 N 44° 20' 7.46" E N 29° 19' 35.7" E
POAT-U2
(15 MPH)
POAT-U2-1 10+15.47 15° 11' 35.89" (RT) 116.00 15.47 30.76 N 36° 44' 19.52" E 30.67 10+00.00 10+30.76 N 29° 08' 31.57" E N 44° 20' 7.46" E
POAT-U2-2 14+02.23 88° 13' 21.49" (RT) 71.00 68.83 109.32 N 88° 26' 48.21" E 98.84 13+33.40 14+42.72 N 44° 20' 7.46" E S 47° 26' 31.05" E
PREECEN
(40 MPH)
PREECEN-1 10+47.31 5° 09' 35.79" (LT) 1050.00 47.31 94.56 S 47° 46' 24.89" E 94.53 10+00.00 10+94.56 S 45° 11' 37" E S 50° 21' 12.79" E
PREECEN-2 11+41.89 5° 09' 40.46" (RT) 1050.03 47.33 94.59 S 47° 46' 22.56" E 94.56 10+94.56 11+89.15 S 50° 21' 12.79" E S 45° 11' 32.32" E
PREECEN-3 17+74.19 3° 59' 5.59" (LT) 5300.00 184.38 368.61 S 47° 11' 5.12" E 368.54 15+89.81 19+58.42 S 45° 11' 32.32" E S 49° 10' 37.91" E
PREECEN-4 20+90.62 3° 59' 5.59" (RT) 3800.00 132.20 264.29 S 47° 11' 5.12" E 264.23 19+58.42 22+22.71 S 49° 10' 37.91" E S 45° 11' 32.32" E
PREELPD
(40 MPH)
PREELPD-1 10+28.32 3° 05' 22.4" (LT) 1050.00 28.32 56.62 S 20° 04' 36.81" E 56.61 10+00.00 10+56.62 S 18° 31' 55.61" E S 21° 37' 18.01" E
PREELPD-2 14+50.65 9° 12' 53.92" (RT) 1000.00 80.59 160.83 S 17° 00' 51.05" E 160.66 13+70.06 15+30.89 S 21° 37' 18.01" E S 12° 24' 24.09" E
PREELPD-3 17+75.79 3° 47' 57.73" (LT) 5300.00 175.79 351.45 S 14° 18' 22.95" E 351.39 16+00.00 19+51.45 S 12° 24' 24.09" E S 16° 12' 21.82" E
PREELPD-4 20+77.49 3° 47' 57.73" (RT) 3800.00 126.04 251.98 S 14° 18' 22.95" E 251.94 19+51.45 22+03.43 S 16° 12' 21.82" E S 12° 24' 24.09" E
PREXOAT
(40 MPH)
PREXOAT-1 11+83.35 9° 31' 40.88" (RT) 2200.00 183.35 365.85 S 22° 33' 55.61" E 365.43 10+00.00 13+65.85 S 27° 19' 46.04" E S 17° 48' 5.17" E
PREXOAT-2 17+46.96 7° 43' 48.89" (RT) 3800.00 256.73 512.69 S 13° 56' 10.72" E 512.30 14+90.23 20+02.92 S 17° 48' 5.17" E S 10° 04' 16.27" E
PREXOAT-3 21+67.12 3° 32' 57.1" (LT) 5300.00 164.21 328.31 S 11° 50' 44.83" E 328.26 20+02.92 23+31.22 S 10° 04' 16.27" E S 13° 37' 13.38" E
PREXOAT-4 25+32.56 2° 45' 36.18" (RT) 1050.00 25.30 50.58 S 12° 14' 25.29" E 50.58 25+07.27 25+57.85 S 13° 37' 13.38" E S 10° 51' 37.2" E
PRWEOAT
(40 MPH)
PRWEOAT-1 10+84.67 2° 33' 10.09" (LT) 3800.00 84.67 169.31 S 28° 55' 01.57" E 169.29 10+00.00 11+69.31 S 27° 38' 26.53" E S 30° 11' 36.62" E
PRWEOAT-2 14+01.41 13° 55' 45.49" (RT) 1900.00 232.10 461.91 S 23° 13' 43.88" E 460.78 11+69.31 16+31.22 S 30° 11' 36.62" E S 16° 15' 51.13" E
PRWEOAT-3 18+19.86 4° 04' 36.32" (RT) 5300.00 188.63 377.11 S 14° 13' 32.97" E 377.03 16+31.22 20+08.33 S 16° 15' 51.13" E S 12° 11' 14.81" E
PRWEOAT-4 24+10.95 1° 33' 50.87" (RT) 5300.00 72.35 144.69 S 11° 24' 19.38" E 144.68 23+38.61 24+83.29 S 12° 11' 14.81" E S 10° 37' 23.95" E
PRWEOAT-5 33+23.52 12° 12' 54.34" (LT) 1050.00 112.35 223.85 S 16° 43' 51.12" E 223.43 32+11.16 34+35.02 S 10° 37' 23.95" E S 22° 50' 18.29" E
PRWEOAT-6 34+68.41 3° 38' 36.14" (RT) 1050.00 33.40 66.77 S 21° 01' 00.21" E 66.76 34+35.02 35+01.79 S 22° 50' 18.29" E S 19° 11' 42.14" E
PRWXCEN
(40 MPH)
PRWXCEN-1 10+58.51 6° 22' 42.89" (RT) 1050.00 58.51 116.89 S 42° 00' 28.28" E 116.83 10+00.00 11+16.89 S 45° 11' 49.72" E S 38° 49' 6.83" E
PRWXCEN-2 11+75.40 6° 22' 42.89" (LT) 1050.00 58.51 116.89 S 42° 00' 28.28" E 116.83 11+16.89 12+33.79 S 38° 49' 6.83" E S 45° 11' 49.72" E
PRWXCEN-3 17+19.47 4° 00' 44.31" (RT) 5300.00 185.65 371.15 S 43° 11' 27.56" E 371.07 15+33.82 19+04.97 S 45° 11' 49.72" E S 41° 11' 5.41" E
PRWXCEN-4 20+37.91 4° 00' 26.91" (LT) 3799.98 132.95 265.78 S 43° 11' 18.87" E 265.73 19+04.97 21+70.75 S 41° 11' 5.41" E S 45° 11' 32.32" E
PRWXLPD
(40 MPH)
PRWXLPD-1 10+90.30 9° 49' 51.85" (RT) 1050.00 90.30 180.16 S 11° 47' 01.75" E 179.94 10+00.00 11+80.16 S 16° 41' 57.68" E S 6° 52' 05.82" E
PRWXLPD-2 18+18.80 1° 50' 16.25" (RT) 5300.00 85.01 170.01 S 5° 56' 57.70" E 170.00 17+33.79 19+03.80 S 6° 52' 05.82" E S 5° 01' 49.57" E
PRWXLPD-3 21+16.02 6° 23' 34.37" (LT) 3800.00 212.22 423.99 S 8° 13' 36.76" E 423.77 19+03.80 23+27.79 S 5° 01' 49.57" E S 11° 25' 23.94" E
PWB635FR-B
(40 MPH)
PWB635FR-B-3 929+99.61 3° 48' 57.51" (RT) 12000.00 399.76 799.22 S 43° 17' 20.96" E 799.07 925+99.85 933+99.07 S 45° 11' 49.72" E S 41° 22' 52.21" E
PWB635FR-B-4 938+69.92 11° 42' 46.05" (RT) 3000.00 307.71 613.28 S 35° 31' 29.18" E 612.21 935+62.21 941+75.49 S 41° 22' 52.21" E S 29° 40' 06.16" E
PWB635FR-B-5 948+95.87 21° 20' 15.32" (RT) 2800.00 527.49 1042.75 S 18° 59' 58.49" E 1036.74 943+68.38 954+11.13 S 29° 40' 06.16" E S 8° 19' 50.83" E
PWB635FR-B-6 954+56.96 1° 52' 31.90" (LT) 2800.00 45.83 91.66 S 9° 16' 06.78" E 91.65 954+11.13 955+02.79 S 8° 19' 50.83" E S 10° 12' 22.73" E
PWB635FR-B-7 960+93.70 1° 52' 31.90" (LT) 2800.00 45.83 91.66 S 11° 08' 38.69" E 91.65 960+47.86 961+39.52 S 10° 12' 22.73" E S 12° 04' 54.64" E
PWB635FR-B-8 961+85.35 1° 52' 31.90" (RT) 2800.00 45.83 91.66 S 11° 08' 38.69" E 91.65 961+39.52 962+31.18 S 12° 04' 54.64" E S 10° 12' 22.73" E
PWB635FR-B-9 967+31.64 12° 09' 15.39" (LT) 1200.00 127.76 254.56 S 16° 17' 00.43" E 254.08 966+03.88 968+58.44 S 10° 12' 22.73" E S 22° 21' 38.12" E
PWB635FR-B-10 969+79.47 11° 31' 07.28" (RT) 1200.00 121.03 241.25 S 16° 36' 04.49" E 240.84 968+58.44 970+99.69 S 22° 21' 38.12" E S 10° 50' 30.85" E
PWB635FR-B-11 985+77.32 9° 45' 33.63" (RT) 2000.00 170.75 340.67 S 5° 57' 44.03" E 340.25 984+06.58 987+47.24 S 10° 50' 30.85" E S 1° 04' 57.22" E
PWB635FR-B-12 988+32.40 4° 52' 33.38" (LT) 2000.00 85.15 170.20 S 3° 31' 13.91" E 170.15 987+47.24 989+17.45 S 1° 04' 57.22" E S 5° 57' 30.60" E
PWB635FR-B-13 990+10.67 5° 20' 13.97" (LT) 2000.00 93.22 186.30 S 8° 37' 37.59" E 186.24 989+17.45 991+03.75 S 5° 57' 30.60" E S 11° 17' 44.57" E
PWB635GP
(60 MPH)
PWB635GP-29 940+82.33 36° 10' 37.20" (RT) 3340.00 1090.94 2108.90 S 27° 06' 13.72" E 2074.04 929+91.39 951+00.29 S 45° 11' 32.32" E S 9° 00' 55.12" E
PWB635GP-30 959+46.61 3° 43' 33.27" (LT) 8100.00 263.46 526.74 S 10° 52' 41.76" E 526.65 956+83.15 962+09.88 S 9° 00' 55.12" E S 12° 44' 28.39" E
PWB635GP-31 971+74.46 3° 29' 53.57" (RT) 11142.00 340.25 680.28 S 10° 59' 31.61" E 680.17 968+34.21 975+14.49 S 12° 44' 28.39" E S 9° 14' 34.82" E
PWB635GP-32 985+25.50 3° 30' 00.74" (LT) 11058.00 337.87 675.53 S 10° 59' 35.19" E 675.43 981+87.62 988+63.16 S 9° 14' 34.82" E S 12° 44' 35.56" E
PWMP
(40 MPH)PWMP-1 16+49.00 5° 32' 56.12" (RT) 2000.00 96.92 193.69 S 42° 41' 53.71" E 193.62 15+52.07 17+45.77 S 45° 28' 21.77" E S 39° 55' 25.65" E
BASELINE
ROLL 7
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
HORIZONTAL ALIGNMENT DATA
L50 50' 275' 119' 394'
L51 50' 162' 100' 262'
L52 50' 75' 100' 175'
L53 50' 163' 100' 263'
L54 50' 6' 100' 166'
L55 100' 275' 250' 525'
L56 50' 111' 100' 211'
L57 50' 160' 100' 260'
L58 50' 275' 259' 534'
L59 50' 180' 100' 280'
L60 50' 116' 100' 216'
L61 50' 103' 100' 203'
R38 50' 275' 74' 349'
R39 50' 275' 118' 393'
R40 50' 275' 124' 399'
R41 50' 275' 57' 332'
R42 50' 275' 269' 544'
R43 50' 275' 250' 525'
R44 50' 242' 30' 272'
LEFT TURN BAY LENGTHS
RIGHT TURN BAY LENGTHS
PEB635FR (PLPD)
933+54.00 -2.00% 935+01.00 1.70%
937+49.00 1.70% 938+13.00 -0.50%
939+02.00 -0.50% 939+48.00 -2.00%
PWB635FR (PLPD)
938+60.00 2.00% 939+90.00 -2.00%
941+81.00 -2.00% 942+21.00 -1.00%
943+68.00 -1.00% 944+88.00 2.00%
PEB635FR (POAT)
968+36.00 -2.00% 968+66.00 -2.75%
969+09.00 -2.75% 969+95.00 -0.70%
970+92.00 -0.70% 971+47.00 -2.00%
PWB635FR (POAT)971+68.00 2.00% 971+96.00 1.15%
973+79.00 1.15% 974+26.00 2.00%
PEB635FR (PGAL)975+08.00 -2.00% 976+44.00 1.25%
976+74.00 1.25% 978+10.00 -2.00%
PWB635FR (PGAL)
987+42.00 2.00% 988+26.00 4.00%
988+58.00 4.00% 990+10.00 0.35%
990+86.00 0.35% 991+55.00 2.00%
PLPD (LT)
19+93.00 2.00% 20+63.00 0.50%
21+19.00 0.50% 21+66.00 1.50%
23+64.00 1.50% 24+69.00 -0.75%
25+25.00 -0.75% 26+53.00 2.00%
PLPD (RT)19+09.00 -2.00% 20+72.00 1.50%
23+12.00 1.50% 24+75.00 -2.00%
POAT (LT)
14+83.00 2.00% 15+14.00 1.50%
19+87.00 1.50% 20+18.00 1.00%
20+40.00 1.00% 21+01.00 2.00%
POAT (RT)
13+48.00 -2.00% 15+45.00 1.50%
19+07.00 1.50% 19+36.00 1.00%
19+62.00 1.00% 21+31.00 -2.00%
PGAL (LT)13+50.00 2.00% 14+08.00 3.00%
20+58.00 3.00% 21+16.00 2.00%
PGAL (RT)
15+16.00 -2.00% 15+45.00 -1.50%
20+99.00 -1.50% 22+14.00 0.50%
22+30.00 0.50% 23+74.00 -2.00%
PLPD-U1 10+08.00 1.70% 10+18.00 2.00%
PLPD-U210+12.00 0.50% 10+89.00 -2.00%
13+59.00 -2.00% 13+90.00 -1.00%
POAT-U110+12.00 -2.00% 11+20.00 1.50%
13+61.00 1.50% 14+43.00 -1.15%
POAT-U210+08.00 0.70% 10+33.00 1.50%
14+03.00 1.50% 14+19.00 2.00%
PGAL-U10+12.00 2.00% 11+20.00 -1.50%
14+96.00 -1.50% 15+53.00 0.35%
BASELINEBEGIN TRANSITION END TRANSITION
STA e STA e
PROPERTY OWNERS
BASELINEBEGIN TRANSITION
STA e STA
END TRANSITION
eBASELINE
BEGIN TRANSITION
STA e
END TRANSITION
STA e
COSS #61
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(4)
(4)
MATCH EXISTING PAVEMENT
C POAT STA 23+00.00
BEGIN WIDENING
END CONSTRUCTION
OATES DR
MATCH EXISTING PAVEMENT
C PGAL STA 11+11.76
END WIDENING
BEGIN CONSTRUCTION
N GALLOWAY AVE
PLPD STA 17+04, 61.2' RT
END PROP RET WALL
PLPD STA 15+50, 50' RT
BEGIN PROP RET WALL
MATCH EXISTING PAVMENT
C PLPD STA 26+70.00
BEGIN WIDENING
END CONSTRUCTION
LA PRADA DR
PEB635GP (60 MPH)923+80.00 -2.50% 925+40.00 -3.50%
948+99.00 -3.50% 950+33.00 -2.50%
PWB635GP (60 MPH)920+93.00 2.50% 931+49.00 -4.10%
950+13.00 -4.10% 958+93.00 2.50%
PIH635 (EB) (60 MPH)926+64.00 -2.50% 927+50.00 -3.70%
950+70.00 -3.70% 951+18.00 -2.50%
PIH635 (WB) (60 MPH)923+80.00 2.50% 928+21.00 -3.70%
950+10.00 -3.70% 952+58.00 2.50%
MREX30DC (40 MPH)
15+16.00 -3.70% 15+45.00 -2.50%
22+36.00 -2.50% 22+49.00 -2.00%
23+89.00 -2.00% 24+67.00 -5.20%
27+10.00 -5.20% 27+88.00 -2.00%
27+92.00 -2.00% 29+64.00 5.10%
31+97.00 5.10% 33+69.00 -2.00%
MRWE30DC (40 MPH)
14+95.00 -3.70% 15+24.00 -2.50%
21+78.00 -2.50% 22+87.00 2.00%
23+83.00 2.00% 24+44.00 4.50%
26+92.00 4.50% 27+53.00 2.00%
29+12.00 2.00% 30+69.00 -4.50%
32+09.00 -4.50% 33+66.00 2.00%
PREECEN (40 MPH) 15+76.00 -2.00% 15+89.00 -2.50%
PRWXCEN (40 MPH) 15+20.00 2.00% 15+33.00 2.50%
PREXOAT (40 MPH) 14+92.00 -3.50% 15+29.00 -2.00%
PREELPD (40 MPH)13+02.00 -2.00% 13+87.00 -5.50%
15+16.00 -5.50% 15+89.00 -2.50%
PRWEOAT (40 MPH) 16+32.00 -4.10% 17+80.00 2.00%
PRWXLPD (40 MPH) 17+10.00 2.00% 17+23.00 2.50%
PDS635W30 (40 MPH) 18+16.00 -2.50% 18+63.00 -2.00%
PDW30N635 (40 MPH) 16+04.00 2.50% 16+53.00 2.00%
PEB635FR STA 943+83, 17' RT
END PROPOSED DENIAL OF ACCESS
949+33, 17' RT
PEB635FR STA
DENIAL OF ACCESS
BEGIN PROPOSED
EB SHIFTING TAPER
WB SHIFTING TAPER
(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:
NOTE 2SEE PROFILE
26
28 30
2927
25
25
26
27
28
29
30