proposed ih 635 managed and general meeting... · texas department of transportation fax (214)...

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  • TEXAS DEPARTMENT OF TRANSPORTATION

    FAX (214) 739-0095

    TEL (214) 346-6200

    RICHARDSON, TEXAS 75081-2275

    1201 NORTH BOWSER ROAD

    PRELIMINARYFOR INTERIM REVIEW ONLY

    P.E. NO. DATENAME

    N.T.S.

    P.E. NO. DATENAME

    LEGEND:

    DALLAS DISTRICT

    TXDOT DALLAS DISTRICT

    R

    VERTICAL SCALE:

    HORIZONTAL SCALE:

    3020100 40

    4003002001000

    TEXAS COUNTY MAP

    N.T.S.

    LOCATION MAP

    THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

    NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,

    BIDDING OR CONSTRUCTION PURPOSES. THEY WERE

    PREPARED BY OR UNDER THE SUPERVISION OF:

    MATTHEW G. CRAIG 69910

    CHAD R. GARDINER 93793

    EXISTING ROW

    EXISTING PROPERTY LIMITS

    POTENTIAL DISPLACEMENTS

    PROPOSED ROW

    PROPOSED EDGE OF PAVEMENT

    PROPOSED PRELIMINARY NOISE WALL

    PROPOSED BRIDGE BENT

    PROPOSED BRIDGE ABUTMENT

    EXISTING STORM SEWER

    DIRECTION OF TRAVEL

    PROPOSED CULVERT

    PROPOSED BRIDGE

    PROPOSED FRONTAGE ROAD

    PROPOSED CROSS STREET

    PROPOSED MAIN LANES

    PROPOSED RAMP

    EXISTING EASEMENT

    PROPOSED SIDEWALK

    PROPOSED ACCESS DENIAL

    PAVEMENT / BRIDGE TO BE REMOVED

    PROPOSED RETAINING WALL

    PROPOSED MANAGED LANES

    DALLAS COUNTY, TEXAS

    GA

    RL

    AN

    D

    AV

    E

    CE

    NTER

    VILLE R

    D

    LA PR

    AD

    A

    DR

    TOWN EAS

    T BLVD

    GR

    EE

    NVI

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    E

    AV

    E

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    PROPOSED CENTERLINE/BASELINE

    EXISTING 100 YR FLOODPLAIN LIMITS

    EXISTING BRIDGE TO REMAIN

    EXISTING PLANIMETRIC FEATURES

    EXISTING TOPOGRAPHIC CONTOURS (5-FT INTERVALS)

    GENERAL NOTES:

    60%

    DRAF

    T

    Prelimin

    ary, S

    ubje

    ct t

    o Ch

    ange

    04-19-2016

    04-19-2016

    HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS

    EXISTING ROADWAY TO REMAIN

    STA 640+00

    BEGIN CSJ: 2374-01-137

    END CSJ: 2374-01-183

    STA 468+00

    CSJ: 2374-01-183

    BEGIN I-635 PROJECT

    STA 1060+98

    END CSJ: 2374-02-053

    END I-635 PROJECT

    TEXAS DEPARTMENT OF TRANSPORTATION

    FAX (214) 739-0095

    TEL (214) 346-6200

    RICHARDSON, TEXAS 75081-2275

    1201 NORTH BOWSER ROAD

    PRELIMINARYFOR INTERIM REVIEW ONLY

    P.E. NO. DATENAME

    N.T.S.

    P.E. NO. DATENAME

    DALLAS DISTRICT

    TXDOT DALLAS DISTRICT

    R

    VERTICAL SCALE:

    HORIZONTAL SCALE:

    3020100 40

    4003002001000

    TEXAS COUNTY MAP

    N.T.S.

    LOCATION MAP

    THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

    NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,

    BIDDING OR CONSTRUCTION PURPOSES. THEY WERE

    PREPARED BY OR UNDER THE SUPERVISION OF:

    MATTHEW G. CRAIG 69910

    CHAD R. GARDINER 93793

    DALLAS COUNTY, TEXAS

    04-19-2016

    04-19-2016

    C 2016 by Texas Department of Transportation all rights reserved

    ROYAL LN/MILLER RD

    JAMES K. SELMAN, P.E., DISTRICT ENGINEER

    GA

    RL

    AN

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    AV

    E

    CE

    NTER

    VILLE R

    D

    LA PR

    AD

    A

    DR

    TOWN EAS

    T BLVD

    GR

    EE

    NVI

    LL

    E

    AV

    E

    SKILL

    MA

    N ST

    STA 640+00

    BEGIN CSJ: 2374-01-137

    END CSJ: 2374-01-183

    STA 468+00

    CSJ: 2374-01-183

    BEGIN I-635 PROJECT

    STA 1060+98

    END CSJ: 2374-02-053

    END I-635 PROJECT

    ROYAL LN/MILLER RD

    C 2016 by Texas Department of Transportation all rights reserved

    JAMES K. SELMAN, P.E., DISTRICT ENGINEER

    STA 780+00

    BEGIN CSJ: 2374-02-053

    END CSJ: 2374-01-137

    STA 780+00

    BEGIN CSJ: 2374-02-053

    END CSJ: 2374-01-137

    DALLAS COUNTY APPRAISAL DISTRICT (FEBRUARY 2014).

    12. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM

    WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.

    11. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND

    FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2001).

    10. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA

    RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).

    9. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,

    (UNLESS NOTED OTHERWISE).

    8. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II

    7. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL.

    RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).

    6. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED

    THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED.

    PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS

    PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT

    PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY

    FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT

    THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE

    5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO

    DEVELOPED DURING PS&E DESIGN.

    4. DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER

    FINAL LOCATIONS TO BE DETERMINED DURING PS&E DEVELOPMENT.

    3. SIDEWALK LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE.

    2. TRAFFIC VOLUMES APPROVED BY TP&P ON XXXXXXXX XX, 2014.

    ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.

    1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED

    TBPE FIRM #F-312

    HALFF ASSOCIATES, INC.

    P.E. NO. DATENAME

    04-19-2016

    TBPE FIRM #F-312

    HALFF ASSOCIATES, INC.

    P.E. NO. DATENAME

    04-19-2016

    PARCEL ID100

    PROPOSED ROW (BY OTHERS)

    DESIGN SCHEMATIC

    IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN

    FROM EAST OF US 75 TO SOUTH OF IH 30

    DALLAS COUNTY, TEXAS

    CSJs: 2374-01-183, 2374-01-137, 2374-02-053

    APRIL 2016

    ROLL OF 23

    DESIGN SCHEMATIC

    IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN

    FROM EAST OF US 75 TO SOUTH OF IH 30

    DALLAS COUNTY, TEXAS

    CSJs: 2374-01-183, 2374-01-137, 2374-02-053

    APRIL 2016

    ROLL OF 23

    PROPOSED TRAFFIC BARRIER

    PROPOSED DRAINAGE EASEMENT

    TEMPORARY CONSTRUCTION EASEMENT

    IH 30

    E. OF US 75

    TO S. OF IH 30

    W. OF GUS THOMASSON RD

    TO E. OF GALLOWAY AVE

    * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP

    PROFILES FOUND ON ROLLS 11 THROUGH 23.

    SCHEMATIC ROLLS:

    60 MPHMANAGED LANES:

    BYPASS ROADS:

    25 MPH

    40 MPH

    AVERAGE

    DAILY TRAFFIC:

    20 MPHTURNAROUNDS:

    FRONTAGE RD LOOP RAMPS/CONNECTORS:

    IH 30

    E. OF US 75

    TO S. OF IH 30

    W. OF GUS THOMASSON RD

    TO E. OF GALLOWAY AVE

    * FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP

    PROFILES FOUND ON ROLLS 11 THROUGH 23.

    SCHEMATIC ROLLS:

    60 MPHMANAGED LANES:

    BYPASS ROADS:

    25 MPH

    40 MPH

    AVERAGE

    DAILY TRAFFIC:

    20 MPHTURNAROUNDS:

    FRONTAGE RD LOOP RAMPS/CONNECTORS:

    EXISTING ACCESS DENIAL

    250,100 (2016)

    340,700 (2036)

    11.2 MILES 2.4 MILES

    NOTE: TRAFFIC PROJECTIONS ARE CURRENTLY UNDER DEVELOPMENT & WILL BE PROVIDED WITH 90% SUBMITTAL

    340,700 (2036)

    250,100 (2016)

    11.2 MILES 2.4 MILES

    STA 156+68

    END IH-30 IMPROVEMENTS

    STA 29+87

    BEGIN IH-30 IMPROVEMENTS

    STA 156+68

    END IH-30 IMPROVEMENTS

    STA 29+87

    BEGIN IH-30 IMPROVEMENTS

    2.5%(TYP) 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'

    80' 80'

    2.0%

    2'1'

    11' 14'

    LN LN LN SW

    6'

    EB FRONT RD TYP

    15'

    1

    EXI

    ST

    RO

    W

    2.0%

    2' 1'

    11'14'

    LNLNLNSW

    6'

    WB FRONT RDTYP

    15'

    1

    EXI

    ST

    RO

    W

    VAR VAR

    2.5%(TYP)

    LN SH

    SH

    10'

    LN

    12'

    LN

    12'

    LN

    12'

    LN

    12'

    LN

    12'10'

    SH

    EB GEN PURPOSE LNS

    HS

    12.5%(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'

    WB GEN PURPOSE LNSWB FRONT RDTYP

    15' VAR

    11 2.0%

    2'

    11' 14'

    1'

    6'

    LNLNLN SW

    EB FRONT RD VAR

    1

    VAR

    27'

    12'

    15'-35'

    C PIH635L

    C PIH635L

    4'

    2.5%(TYP)

    LN SH SH

    10'

    LN

    12'

    LN

    12'

    LN

    12'

    LN

    12'

    LN

    10'

    SH

    EB GEN PURPOSE LNS

    HS

    2.5%(TYP)

    SH

    10'12'

    LNLN LN LN

    12'

    LN

    12'

    LN

    12'

    SH

    10'

    WB GEN PURPOSE LNS

    26'

    12' 14'

    LN

    4'

    HS

    8'

    SH

    EB RAMP

    26'

    PGL

    2.0%

    HS

    4'

    LN

    14'

    SH

    8'

    WB RAMP

    26'

    PGL

    2.0%1

    C PIH635L

    4' 0-12'0-12'0-12'

    68'-80'68'-92' 26'

    HS

    4'

    LN

    12'

    SH

    6' VAR

    PGL

    PGLPGL

    PGL

    LNSHHS

    4'

    28'

    8' 14'

    ACCESSMAN LN

    1'1'

    LN SHHS

    4'

    28'

    8'14'

    ACCESSMAN LN

    1'1'

    CTBCTB

    CTBCTB CTBCTB

    CTB CTB

    2.0%

    2'1'

    11' 14'

    28'-39'

    LN LN