A F T D R 5 % - TxDOT - Dallas Construction Projects | Keep ... SUPERELEVATION RATES WERE CALCULATED...

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


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


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


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'


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'


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'


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.


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%


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%


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'


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



STA 930+66 TO STA 937+57

PROPOSED IH 635

WB GP PGL EB GP PGL




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/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


STA 983+79 TO STA 1002+65


2.0%

PGL

1.5%

2'

TYP

15'

VARIES 5.5' MIN.

RO

W

EXI

ST

6.5' SIDEWALK


WALL 9

NOISE WALL DETAIL

NOISE WALLFACE OF

CONTROL LINE/

POSTNOISE WALL

FRONTAGE RDPROP EB


SHAFT PROP DRILLED

2.0%

PGL

1.5%

2'

TYP

15'

VARIES 5.5' MIN.

RO

W

EXI

ST

6.5' SIDEWALK


WALL 6A

NOISE WALL DETAIL

NOISE WALLFACE OF

CONTROL LINE/

POSTNOISE WALL

FRONTAGE RDPROP EB


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


POAT STA 20+10.60

PWB635FR-B STA 973+38.50


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


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


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


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


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


C PLPD STA 14+00.00

BEGIN CONSTRUCTION

LA PRADA DR


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


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


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



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


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


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


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


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


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-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


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-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


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)


C POAT STA 23+00.00

BEGIN WIDENING

END CONSTRUCTION

OATES DR


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

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25

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A F T D R 5 % - TxDOT - Dallas Construction Projects | Keep ... SUPERELEVATION RATES WERE CALCULATED...

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