plans.dot.state.tx.usplans.dot.state.tx.us/pub/txdot-info/dal/horseshoe/rfp/rid/horseshoe/horseshoe... ·...

41
TYPICAL SECTIONS SCALE: 1"=40’ 1 2 C C 2’ 2’ 2’ 2’ VA R I E S VA R I E S C C E 2’ 2’ 2’ VA R I E S VA R I E S 12’ 12’ U TURN VARIES VA R I E S 11’ 11’ 11’ 11’ VARIES 11’ 11’ 11’ VARIES C D E FOC FOC 11’ 11’ 11’ 11’ 11’ 11’ FOC FOC 11’ 11’ VARIES 18’ VARIES C FOC 11’ 11’ 11’ 11’ FOC FOC EXISTING (RIVERFRONT) TYPICAL SECTION EXISTING (RIVERFRONT) TYPICAL SECTION EXISTING (BECKLEY) TYPICAL SECTION PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ TRANSITION TO MATCH EXISTING CROSS SLOPE TRANSITION TO MATCH EXISTING CROSS SLOPE [ [ [ [ [ NORTHBOUND SOUTHBOUND NORTHBOUND SOUTHBOUND 2’ A 10" REINF. CONCRETE PAVEMENT B C D E 8" LIME TREATED SUBGRADE TYPE II MONO CURB 6" SIDEWALK 4" CONC. MEDIAN / GRASS MIX LEGEND FOC = FACE OF CURB 2.0% A VARIES A B VARIES 2.0% BLOCK SOD AND 4" COMPACT MANUFACTURED TOPSOIL. ALL DISTURBED BORDER AREAS ARE TO BE COVERED WITH 4. AND TRANSITIONS. MAINLANES AND FRONTAGE ROADS SUPERELEVATIONS WALL LIMITS, CURB LOCATIONS, LANE ADD/DROP, SEE PAVING SHEETS FOR PROPOSED PAVEMENT WIDTHS, 3. CUT/FILL SLOPES. NUMBER OF LANES, TYPICAL LANE WIDTHS AND TYPICAL SECTIONS SHOWN ONLY PAVEMENT SECTIONS, 2. FEATURES SHOWN. STATIONS SHOWN ARE APPROXIMATE LIMITS OF 1. NOTES: C C U TURN VA R I E S 11’ 11’ 11’ 14’ 11’ 14’ 74.5’ 14.5’ 14.5’ 17.5’ IH 30 BRIDGE 16.5’ (MIN.) B A E FOC FOC FOC FOC 2 . 0 % PGL PGL [ [ NORTHBOUND SOUTHBOUND 11’ 5.5’ 42.5’ 42.5’ 11’ 11’ 11’ 14’ 11’ 14’ D C FOC FOC FOC 2 . 0 % 2 . 0 % PGL [ NORTHBOUND SOUTHBOUND TRANSITION TO MATCH EXISTING CROSS SLOPE 1’ 1’ A B 42.5’ D C A B 2 . 0 % 5.5’ 11’ 42.5’ USUAL USUAL USUAL 6’ 6’ 1’ 2’ 11.5’ 5.5’ 19’ 1.5’ 5.5’ 11.5’ 11.5’ 11.5’ 55’ 55’ B A B VARIES VARIES PROPOSED (BECKLEY AVE) TYPICAL SECTION PROPOSED (BECKLEY AVE) TYPICAL SECTION USUAL SAWCUT SAWCUT SAWCUT 5’ SDWK 5’ SDWK FOC D 5’ 2.0% 5.5’ 6.5’ 17’ D 5’ 2.0% 5.5’ 6.5’ 17’ STA 39+47.50 TO STA 44+16.00 STA 6+59.00 TO STA 7+60.00 STA 14+98.00 TO STA 15+98.00 STA 7+60.00 TO STA 14+98.00 A C 2’ 2’ 2’ 2’ B C E 11’ 0.5’ 11’ FOC FOC FOC 11’ 11’ PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION 2.0% PGL [ SOUTHBOUND NORTHBOUND 2.0% 11.5’ 44’ 11.5’ 44’ 10’ 11’ A B C D 5’ 2.0% 5.5’ 6.5’ 17’ D 5’ 2.0% 5.5’ 6.5’ 17’ STA 44+16.00 TO STA 48+90.00 21’(TYP) STA 48+90.00 TO STA 52+87.00 10.5’ 10.5’ 10.5’ A B D C IH 30 BRIDGE D e sign Fil e n a m e: P lott e d on: P e n T a bl e: S c al e : INTERIM REVIEW ONLY Engineer: P.E. Serial No.: Date: Document incomplete: not intended for permit, bidding or construction. STATE DGN: DWG: DIST. FED. RD. DIV. NO. FEDERAL AID PROJECT NO. SHEET NO. TEXAS DGN: CHK DWG: CHK SHEET OF COUNTY HIGHWAY NO. CONT. NO. JOB NO. BY DESCRIPTION DATE REV. NO. SECT. NO. XX XXXX(XXX) X 0196 03 205 IH 35E p en t abl e_ co. t b l M :\ P R O J E C T S \ Tx DO T\562 1 6_ I H35 E\ DGN\ S HEET S\ G E N E R A L \ I 35 E_ T Y P _01 .dg n 1 : 15:44 P M 1 : 40 4 / 14/20 12 IH 35E 4/14/2012 Firm Registration No. F-782 (214)979-1144 Dallas, Texas 75247 1349 Empire Central, Suite 900 LINA T. RAMEY & ASSOCIATES, INC. HOWARD C. GIBBS III 100239 R C TxDOT 2012

Transcript of plans.dot.state.tx.usplans.dot.state.tx.us/pub/txdot-info/dal/horseshoe/rfp/rid/horseshoe/horseshoe... ·...

  • TYPICAL SECTIONS

    SCALE: 1"=40’ 1 2

    CC

    2’ 2’ 2’ 2’

    VARIES VARIES

    CC

    E

    2’ 2’ 2’

    VARIES VARIES

    12’12’

    U TURN

    VARIESVARIES

    11’11’11’11’ VARIES11’11’11’ VARIES

    CD

    E

    FO

    C

    FO

    C

    11’ 11’ 11’11’11’ 11’

    FO

    C

    FO

    C

    11’11’

    VARIES

    18’ VARIES

    C

    FO

    C

    11’ 11’11’ 11’

    FO

    C

    FO

    C

    EXISTING (RIVERFRONT) TYPICAL SECTION EXISTING (RIVERFRONT) TYPICAL SECTION EXISTING (BECKLEY) TYPICAL SECTION

    PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION

    PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION

    11’ 11’ 11’ 11’11’ 11’ 11’ 11’ 11’

    TRANSITION TO MATCH EXISTING CROSS SLOPE

    TRANSITION TO MATCH EXISTING CROSS SLOPE

    [

    [

    [[ [

    NORTHBOUNDSOUTHBOUND

    NORTHBOUNDSOUTHBOUND

    2’

    A 10" REINF. CONCRETE PAVEMENT

    B

    C

    D

    E

    8" LIME TREATED SUBGRADE

    TYPE II MONO CURB

    6" SIDEWALK

    4" CONC. MEDIAN / GRASS MIX

    LEGEND

    FOC = FACE OF CURB

    2.0%

    A

    VARIES

    A B

    VARIES 2.0%

    BLOCK SOD AND 4" COMPACT MANUFACTURED TOPSOIL.

    ALL DISTURBED BORDER AREAS ARE TO BE COVERED WITH4.

    AND TRANSITIONS.

    MAINLANES AND FRONTAGE ROADS SUPERELEVATIONS

    WALL LIMITS, CURB LOCATIONS, LANE ADD/DROP,

    SEE PAVING SHEETS FOR PROPOSED PAVEMENT WIDTHS,3.

    CUT/FILL SLOPES.

    NUMBER OF LANES, TYPICAL LANE WIDTHS AND

    TYPICAL SECTIONS SHOWN ONLY PAVEMENT SECTIONS,2.

    FEATURES SHOWN.

    STATIONS SHOWN ARE APPROXIMATE LIMITS OF1.

    NOTES:

    CC

    U TURN

    VARIES

    11’ 11’ 11’ 14’11’14’

    74.5’

    14.5’ 14.5’ 17.5’

    IH 30 BRIDGE

    16.5’ (

    MI

    N.)

    BA

    E

    FO

    C

    FO

    C

    FO

    C

    FO

    C

    2.0%PGL

    PGL

    [

    [

    NORTHBOUNDSOUTHBOUND

    11’

    5.5’

    42.5’ 42.5’

    11’ 11’ 11’ 14’11’14’

    DC

    FO

    C

    FO

    C

    FO

    C

    2.0% 2.0% PGL

    [

    NORTHBOUNDSOUTHBOUND

    TRANSITION TO MATCH EXISTING CROSS SLOPE

    1’ 1’

    A

    B

    42.5’

    DC

    A

    B

    2.0%

    5.5’

    11’

    42.5’ USUAL

    USUAL USUAL

    6’

    6’1’

    2’

    11.5’

    5.5’ 19’1.5’ 5.5’

    11.5’

    11.5’ 11.5’

    55’ 55’

    BA B

    VARIES VARIES

    PROPOSED (BECKLEY AVE) TYPICAL SECTIONPROPOSED (BECKLEY AVE) TYPICAL SECTION

    USUALSAWCUT SAWCUTSAWCUT

    5’

    SDWK

    5’

    SDWK

    FO

    C

    D

    5’

    2.0%

    5.5’6.5’

    17’

    D

    5’

    2.0%

    5.5’ 6.5’

    17’

    STA 39+47.50 TO STA 44+16.00

    STA 6+59.00 TO STA 7+60.00

    STA 14+98.00 TO STA 15+98.00

    STA 7+60.00 TO STA 14+98.00

    A

    C

    2’

    2’

    2’2’

    B

    C

    E

    11’

    0.5’

    11’

    FO

    C

    FO

    C

    FO

    C

    11’11’

    PROPOSED (RIVERFRONT BLVD) TYPICAL SECTION

    2.0% PGL

    [

    SOUTHBOUND NORTHBOUND

    2.0%

    11.5’

    44’

    11.5’

    44’

    10’ 11’

    A B

    C

    D

    5’

    2.0%

    5.5’ 6.5’

    17’

    D

    5’

    2.0%

    5.5’6.5’

    17’

    STA 44+16.00 TO STA 48+90.00

    21’(TYP)

    STA 48+90.00 TO STA 52+87.00

    10.5’ 10.5’

    10.5’

    A B

    DC

    IH 30 BRIDGE

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    GE

    NE

    RA

    L\I35

    E_

    TY

    P_01.dgn

    1:15:44

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

  • SCALE: 1"=40’ 2 2

    TYPICAL SECTIONS

    | COLORADO

    LANE

    TURN

    LANE

    TURN

    SI

    DE

    WA

    LK

    SI

    DE

    WA

    LK

    12’12’

    80’

    12’

    2’ 2’

    6’ 14’

    LANE LANE

    12’ 14’

    LANE

    6’

    VARIES VARIES

    (9’- 29.5’)(7.5’- 29.0’)

    VARIES VARIES

    (9.0’- 29.5’) (9.0’- 29.5’)

    PGL

    [

    [

    SI

    DE

    WA

    LK

    12’12’

    1’ 1’

    4’

    LANE LANE LANE

    12’

    LANE

    4’

    | COLORADO

    SI

    DE

    WA

    LK

    48’

    12’

    BLOCK SOD AND 4" COMPACT MANUFACTURED TOPSOIL.

    ALL DISTURBED BORDER AREAS ARE TO BE COVERED WITH4.

    AND TRANSITIONS.

    MAINLANES AND FRONTAGE ROADS SUPERELEVATIONS

    WALL LIMITS, CURB LOCATIONS, LANE ADD/DROP,

    SEE PAVING SHEETS FOR PROPOSED PAVEMENT WIDTHS,3.

    CUT/FILL SLOPES.

    NUMBER OF LANES, TYPICAL LANE WIDTHS AND

    TYPICAL SECTIONS SHOWN ONLY PAVEMENT SECTIONS,2.

    FEATURES SHOWN.

    STATIONS SHOWN ARE APPROXIMATE LIMITS OF1.

    NOTES:

    A 10" REINF. CONCRETE PAVEMENT

    B

    C

    D

    E

    8" LIME TREATED SUBGRADE

    TYPE II MONO CURB

    6" SIDEWALK

    4" CONC. MEDIAN / GRASS MIX

    LEGEND

    FOC = FACE OF CURB

    EXISTING (COLORADO BLVD) TYPICAL SECTION

    EXISTING (MEMORIAL DR, DODD ST, AND CLIFF ST) TYPICAL SECTION PROPOSED (MEMORIAL DR, DODD ST, AND CLIFF ST) TYPICAL SECTION

    D

    C

    A B

    C

    D

    2.0%2.0%

    PROPOSED (COLORADO BLVD) TYPICAL SECTION

    VARIES VARIESC

    A B

    C

    [ MEMORIAL STA 10+00.00 TO STA 10+54.31

    [ DODD STA 10+00.00 TO STA 10+29.00

    [ CLIFF STA 10+00.00 TO STA 10+27.47

    TRANSITION TO MATCH EXISTING CROSS SLOPE

    USUAL

    LANE

    USUAL

    STA 12+00.00 TO STA 15+50.00 (IN TRANSITION)

    STA 15+50.00 TO STA 23+50.00

    CCC

    D

    E

    20’ 20’

    [

    A B

    28’ 28’

    16’

    8’

    DC2.0%2.0%

    2’

    2’

    2’2’

    6’

    SI

    DE

    WA

    LK

    6’

    SI

    DE

    WA

    LK

    PROPOSED (HARDWICK ST) TYPICAL SECTION

    STA 10+00.00 TO STA 11+84.64

    BA

    EXISTING (HARDWICK ST) TYPICAL SECTION

    20’ 20’

    [

    6’

    SI

    DE

    WA

    LK

    6’

    SI

    DE

    WA

    LK

    VARIES

    VARIES

    1’ 1’

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    GE

    NE

    RA

    L\I35

    E_

    TY

    P_02.dgn

    1:15:47

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

  • LP

    MH

    S

    SD

    398.0 398.2

    398.4

    398.6

    398.8

    399.0

    399.2

    399.4

    399.6399.8

    17+00

    18+00

    79+00 80+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T01.dgn

    1:15:55

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    LP

    POLE

    POLE

    LP LP LP

    LP

    MH LP

    LPW

    V

    WV

    WV

    WV

    WM

    H Y

    D

    WV

    396.0396.2

    396.4396.

    6 396.6

    396.6

    396.6

    396.

    8

    396.8

    397.

    0

    397.0

    397.2

    397.2

    397.4

    397.6

    397.8

    398.0

    398.2

    398.

    4

    398.6

    398.8

    399.

    0

    399.

    2

    399.

    4

    88+0089+00 90+00

    91+00

    92+00

    DRIVEWAY DETAILS

    DRIVEWAY 1 - IH30 WB FRONTAGE RD STA 79+18.04

    DRIVEWAY 7 - IH30 WB FRONTAGE RD STA 91+70.93

    DRIVEWAY 6 - IH30 WB FRONTAGE RD STA 89+98.18

    DRIVEWAY 5 - IH30 WB FRONTAGE RD STA 89+59.36

    DRIVEWAY 4 - IH30 WB FRONTAGE RD STA 88+46.71

    DRIVEWAY 3 - IH30 WB FRONTAGE RD STA 87+80.30

    5

    43

    2

    16

    | FRTG30WB 1

    29

    3026

    25

    24

    22

    2321

    1918

    15

    14

    R6

    13

    | FRTG30WB 1

    12

    11

    10

    76

    5

    4

    3

    2

    1

    PROP ROW

    PROP ROW

    PROP ROW

    EXI

    ST

    RO

    W

    IH30 WBFR

    IH30 WBFR

    | CONN7WBNB 1

    20

    1

    3

    4 56

    7

    SCALE: 1":40’

    EXIST ROW

    EXIST ROW

    | RMP11NB 1

    RAMP 11 NB

    R=15’R=15’ R=15’

    R=15’17

    R=5’

    R=15’R=15’

    R=15’

    R=15’

    R=15’

    R=40’

    R=30’R=30’

    1 7

    R=12’

    27

    R=9’

    28

    16

    9

    8

    " FRTG30WB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 87+51.68 LT2.00

    2 87+66.68 LT17.00

    3 87+66.68 LT22.00

    4 87+76.68 LT22.00

    5 87+76.68 LT17.00

    6 87+91.68 LT2.00

    7 88+21.06 LT2.00

    8 88+36.15 LT17.09

    9 88+36.13 LT21.98

    10 88+56.33 LT21.98

    11 88+55.69 LT17.58

    12 88+70.77 LT2.00

    13 89+34.22 LT2.00

    14 89+49.30 LT17.09

    15 89+49.29 LT21.98

    16 89+69.40 LT21.98

    17 89+69.43 LT21.48

    18 89+75.14 LT9.66

    19 89+81.39 LT9.66

    20 89+87.10 LT21.49

    21 89+87.09 LT23.43

    22 90+09.27 LT23.15

    23 90+09.24 LT17.09

    24 90+24.33 LT2.00

    25 91+50.32 LT2.00

    26 91+59.51 LT5.12

    27 91+62.96 LT19.99

    28 91+79.50 LT19.99

    29 91+78.01 LT9.84

    30 91+92.14 LT2.07

    " FRTG30WB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 78+49.19 LT2.00

    2 78+79.19 LT31.71

    3 78+93.03 LT82.39

    4 79+31.68 LT81.88

    5 79+31.20 LT32.29

    6 79+61.20 LT2.00

  • LP MH

    LP MH

    MH

    408.2 408.4

    408.6

    408.8

    409.0

    409.0

    409.2

    409.4

    409.6

    409.8

    410.0

    37+00

    38+00

    1007+0

    0

    1008+00

    102+00

    103+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T02.dgn

    1:15:59

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    LP 403.2

    403.4

    403.8404.0

    404.2404.4

    404.6

    404.8

    405.0

    84+0085+00

    112+00

    720+00721+00

    DRIVEWAY DETAILS

    2 7

    IH30 WBFR

    4

    4

    3

    1

    | CONN7WBNB 1

    PROP ROW

    DRIVEWAY 2 - IH30 WB FRONTAGE RD STA 84+75.65

    IH30 WBFR

    | FRTG30WB 1

    | FRTG30WB 1

    | RMP10WB 1

    | RMP06WB 1

    DRIVEWAY 8 - IH30 WB FRONTAGE RD STA 102+15.18

    5

    6

    2

    1

    PROP ROW

    EXIST ROW

    8

    2

    SCALE: 1":40’

    RAMP 6 WBCONN 7 WBNB

    RAMP 10

    WB

    R=15’R=15’

    34

    " FRTG30WB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 101+88.91 LT2.00

    2 102+04.18 LT17.12

    3 102+04.18 LT50.00

    4 102+27.37 LT49.74

    5 102+26.58 LT17.46

    6 102+41.85 LT2.00

    R=30’

    R=30’

    2

    " FRTG30WB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 84+21.92 LT2.00

    2 84+53.07 LT29.32

    3 84+54.27 LT40.85

    4 85+05.00 LT35.55

    5 85+34.79 LT2.00

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T03.dgn

    1:16:04

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    15+00 16+00 17+00 18+00 19+00

    109+00 110+00111+00

    112+00

    113+00

    114+00

    DRIVEWAY DETAILS

    SCALE: 1":40’ 3 7

    EXIST ROW

    IH30 WBFR

    DRIVEWAY A - IH30 WBFR STA 109+24.57

    DRIVEWAY B - IH30 WBFR STA 113+03.19

    A B

    1

    2

    R=50’

    3 4

    R=30’

    R=5’

    R=4’

    R=285’

    R=285’

    5

    6

    7

    8

    9

    10

    11

    1312

    14

    15

    16

    17 18

    R=75’

    19 20

    21

    R=300’

    22

    23

    R=300’

    WBFR" IH30 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 108+93.14 LT2.00

    2 109+43.13 LT52.82

    3 109+42.44 LT94.94

    4 109+53.51 LT94.94

    5 109+53.78 LT57.61

    6 109+53.82 LT51.61

    7 109+54.10 LT21.69

    8 109+52.11 LT10.66

    9 109+51.39 LT8.79

    10 109+56.06 LT2.00

    11 111+83.74 LT2.00

    12 111+83.99 LT9.99

    WBFR" IH30 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    13 111+56.92 LT10.45

    14 110+17.29 LT8.47

    15 109+68.25 LT51.75

    16 109+67.83 LT57.74

    17 109+67.46 LT94.33

    18 109+92.49 LT94.37

    19 110+65.88 LT21.02

    20 111+56.54 LT24.15

    21 112+20.22 LT20.49

    22 113+13.24 LT6.05

    23 113+63.93 LT2.00

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T04.dgn

    1:16:08

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    ST

    120+00

    ST

    123+00

    IH30 WBFR

    DRIVEWAY DETAILS

    DRIVEWAY C - IH30 WBFR STA 119+82.84

    DRIVEWAY D - IH30 WBFR STA 120+58.03

    DRIVEWAY E - IH30 WBFR STA 122+74.62

    SCALE: 1":20’

    C

    D

    E

    IH30 WBFR

    1

    23

    4

    56

    78

    9

    10

    R=58’

    R=77’

    R=3’

    R=28’

    R=13’

    R=28’R=28’

    EXIST ROW EXIST ROW EXIST ROW

    | FRTG30WB 1 | FRTG30WB 11

    2

    3

    4 5

    6 7

    8

    R=1.4’

    4 7

    WBFR" IH30 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 119+33.60 LT2.00

    2 119+83.24 LT30.00

    3 120+27.14 LT30.00

    4 120+15.01 LT6.82

    5 120+17.39 LT2.00

    6 120+24.48 LT2.00

    7 120+52.48 LT30.00

    8 120+72.94 LT30.00

    9 120+70.92 LT17.00

    10 120+83.76 LT2.00

    WBFR" IH30 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 122+31.54 LT2.00

    2 122+59.54 LT30.00

    3 122+71.41 LT30.00

    4 122+71.41 LT23.47

    5 122+74.20 LT23.47

    6 122+74.20 LT30.00

    7 122+89.71 LT30.00

    8 123+17.71 LT2.00

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T05.dgn

    1:16:13

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    11+00 12+00 13+0014+00

    131+00

    132+00

    DRIVEWAY DETAILS

    5 7

    AVERY ST

    | AVERY

    EXIST ROW

    IH30 W

    BFR

    8

    7

    5

    6

    4

    3

    21

    SCALE: 1":40’

    EXIST

    ROW

    | FRTG30WB 1

    R=10’ R=10’ R=10’

    R=10’

    9

    10

    11 12

    13

    14

    " AVERY "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 10+79.31 LT2.00

    2 11+33.30 LT2.00

    3 11+43.69 LT12.10

    4 11+43.57 LT24.00

    5 11+83.29 LT24.00

    6 11+83.41 LT11.90

    7 11+93.41 LT2.00

    8 13+22.63 LT2.00

    9 13+57.34 LT2.00

    10 13+67.43 LT11.68

    11 13+67.94 LT25.84

    12 14+08.44 LT23.79

    13 14+07.69 LT12.70

    14 14+17.76 LT2.00

    FG

    DRIVEWAY G - AVERY ST STA 13+86.92

    DRIVEWAY F - AVERY ST STA 11+63.49

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T06.dgn

    1:16:17

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    18+00 19+00 20+00 21+00

    14+36 14+36

    21+00

    22+0023+00

    DRIVEWAY DETAILS

    SCALE: 1":40’ 6 7

    EXIST ROW

    1

    2

    34

    5

    6 7

    8

    910

    11

    12

    R=8’R=8’

    R=10’

    R=10’AVERY ST

    " AVERY "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 18+75.37 LT2.00

    2 18+83.37 LT9.75

    3 18+83.99 LT29.98

    4 19+19.05 LT30.87

    5 19+18.37 LT8.93

    6 19+26.30 LT2.00

    7 20+15.42 LT2.00

    8 20+25.42 LT12.00

    9 20+25.42 LT33.59

    10 20+55.42 LT33.67

    11 20+55.42 LT12.00

    12 20+65.42 LT2.00

    H I

    DRIVEWAY H - AVERY STREET STA 19+00.58

    DRIVEWAY I - AVERY STREET STA 20+40.42

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    DE

    T07.dgn

    1:16:22

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    408.

    6

    408.

    8409.0

    19+00

    135+00

    404.6

    404.8

    405.

    0

    23+00

    138+00

    DRIVEWAY DETAILS

    7 7

    3

    IH30 EBFR

    IH30 EBFR

    | IH30EBFR

    | RMP42EB 1

    EXIST ROW

    EXIST ROW

    6

    5

    43

    2

    1

    | IH30EBFR

    | RMP42EB 1

    6

    5

    4

    1

    2

    SCALE: 1":20’

    R=10’ R=10’R=10’ R=10’

    RAMP 42

    RAMP 42

    " RMP42EB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 18+98.71 RT2.00

    2 19+08.67 RT11.94

    3 19+08.83 RT50.00

    4 19+32.41 RT50.00

    5 19+32.57 RT11.96

    6 19+42.57 RT2.00

    " RMP42EB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 22+38.47 RT2.00

    2 22+48.47 RT12.00

    3 22+48.47 RT30.00

    4 22+72.47 RT30.00

    5 22+72.47 RT12.00

    6 22+82.47 RT2.00

    DRIVEWAY K - RAMP 42 STA 19+20.62

    K

    DRIVEWAY L - RAMP 42 STA 22+60.47

    L

  • 1 4

    410

    405

    400

    395

    390

    385

    410

    405

    400

    395

    390

    385

    SCALE: PLAN

    PROFILE

    1":100’

    1":10’

    410

    405

    400

    395

    390

    385

    410

    405

    400

    395

    390

    385

    410

    405

    400

    395

    390

    385

    410

    405

    400

    395

    390

    385

    | 30WBFR - STA 79+18.04

    DRIVEWAY 1

    | 30WBFR - STA 87+80.30

    DRIVEWAY 3

    | 30WBFR - STA 88+46.71

    DRIVEWAY 4

    | 30WBFR - STA 89+59.36

    DRIVEWAY 5

    | 30WBFR - STA 102+15.18

    DRIVEWAY 8

    | 30WBFR - STA 84+75.95

    DRIVEWAY 2

    | 30WBFR - STA 91+70.93

    DRIVEWAY 7

    | 30WBFR - STA 89+98.18

    DRIVEWAY 6

    410

    405

    400

    395

    390

    385

    410

    405

    400

    395

    390

    385

    405

    410

    415

    420

    400

    395

    405

    410

    415

    420

    400

    395

    DRIVEWAY PROFILES

    VARI

    ESVA

    RIES

    VARIES

    TYPICAL DRIVEWAY DETAIL

    4’

    (+)2.00%

    EXIST GROUND

    GROUNDTIE TO EXIST

    NTS

    VARIES

    6’(TYP)

    VARIES

    410

    405

    400

    395

    390

    385

    (+)2.00%

    (-)5.20%

    EL = 398.07

    DRWY STA 10+02.00

    BEGIN DRWY 1

    EL = 398.18

    30WBFR STA 79+18.04

    DRWY 1 STA 10+00 =

    EL = 398.27

    DRWY STA 10+12.00

    (+)7.2

    3%

    EL = 404.63

    DRWY STA 10+81.70

    END DRWY 1

    PROP GRADE

    EXIST GROUND

    (+)9.12%

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    PR

    F01.dgn

    1:16:25

    PM

    1:100

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0 5

    VERT. SCALE IN FEET

    10 15 20

    R

    C TxDOT 2012

    0

    HORIZ. SCALE IN FEET

    50 100 200150

    EL = 397.77

    30WBFR STA 87+80.30

    DRWY 3 STA 10+00 =

    EL = 397.68

    DRWY STA 10+02.00

    BEGIN DRWY 3

    EL = 397.97

    DRWY STA 10+12.00

    EL = 398.14

    DRWY STA 10+22.00

    END DRWY 3

    EL = 397.89

    DRWY STA 10+08.00

    EXIST GROUND

    PROP GRADE

    (+)3.54%

    (+)2.00%

    (-)4.46%

    (+)1.7

    4%

    (+)1.74% (+)1.8

    1 %

    EL = 396.37

    DRWY STA 10+02.00

    BEGIN DRWY 4

    EL = 396.42

    30WBFR STA 88+46.71

    DRWY 4 STA 10+00 =

    EL = 396.78

    DRWY STA 10+12.00

    EL = 396.70

    DRWY STA 10+08.00

    EL = 396.33

    DRWY STA 10+22.00

    END DRWY 4

    EXIST GROUND

    PROP GRADE

    (+)5.50%

    (-)2.43 (-)4.43%

    (+)2.00%

    (+)1.8

    9 %

    EL = 396.04

    30WBFR STA 89+59.36

    DRWY 5 STA 10+00 =

    EL = 395.99

    DRWY STA 10+02.00

    BEGIN DRWY 5

    EL = 396.40

    DRWY STA 10+12.00

    EL = 396.59

    DRWY STA 10+22.00

    END DRWY 5

    EL = 396.32

    DRWY STA 10+08.00

    (+)5.50%

    PROP GRADE

    EXIST GROUND

    (-)2.40%

    (+)3.36%

    (+)2.00%

    (+)2.0

    0 %

    EL = 396.30

    DRWY STA 10+02.00

    BEGIN DRWY 6

    EL = 396.35

    30WBFR STA 89+98.18

    DRWY 6 STA 10+00 =

    EL = 396.71

    DRWY STA 10+12.00

    EL = 396.92

    DRWY STA 10+22.00

    END DRWY 6

    EL = 396.63

    DRWY STA 10+08.00

    (-)2.40%

    (+)5.50%

    (+2.06%

    (+)2.09%

    PROP GRADE

    EXIST GROUND

    (-)1.38 %

    EL = 396.09

    DRWY STA 10+02.00

    BEGIN DRWY 7

    EL = 396.14

    30WBFR STA 91+70.93

    DRWY 7 STA 10+00 =

    EL = 396.33

    DRWY STA 10+08.00

    EL = 396.25

    DRWY STA 10+12.00

    EL = 395.76

    DRWY STA 10+20.00

    END DRWY 7

    (+)4.00%

    (-)2.00%

    (-)6.08%(-)2.40%

    PROP GRADE

    EXIST GROUND

    (-)6.08 %

    EL = 403.71

    30WBFR STA 84+75.65

    DRWY 2 STA 10+00 =

    EL = 403.60

    DRWY STA 10+02.00

    BEGIN DRWY 2

    EL = 403.80

    DRWY STA 10+12.00

    EL = 404.71

    DRWY STA 10+38.41

    END DRWY 2

    EXIST GROUND

    (+)5.1

    7%

    (+)2.00%

    (-)5.30%

    PROP GRADE

    (+)3.44%

    EL = 408.26

    30WBFR STA 102+15.18

    DRWY 8 STA 10+00 =

    EL = 408.16

    DRWY STA 10+02.00

    BEGIN DRWY 8

    EL = 408.36

    DRWY STA 10+12.00

    EL = 406.97

    DRWY STA 10+50.00

    END DRWY 8

    (+)4.10

    %

    EXIST GROUND

    (+)2.00%

    (-)5.00%

    PROP GRADE

    (-)3.64%

  • 2 4

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    405 405 405

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    SCALE: PLAN

    PROFILE

    1":100’

    1":10’

    DRIVEWAY PROFILES

    VARI

    ESVA

    RIES

    VARIES

    TYPICAL DRIVEWAY DETAIL

    4’

    (+)2.00%

    EXIST GROUND

    GROUNDTIE TO EXIST

    NTS

    VARIES

    6’(TYP)

    VARIES

    | 30WBFR - STA 122+75

    DRIVEWAY E

    | AVERY - STA 20+40

    DRIVEWAY I

    425

    420

    415

    410

    425

    420

    415

    410

    425

    420

    415

    410

    405 405 405

    | AVERY - STA 11+65

    DRIVEWAY F

    | AVERY - STA 13+87

    DRIVEWAY G

    | AVERY - STA 19+00

    DRIVEWAY H

    425

    420

    415

    410

    405

    400 400 400 400

    435435 430

    425

    420

    415

    410

    405

    | 30WBFR - STA 109+24.57

    DRIVEWAY A

    | 30WBFR - STA 119+82.84

    DRIVEWAY C

    | 30WBFR - STA 120+58.03

    DRIVEWAY D

    PROP GRADE

    EL = 414.98

    DRWY STA 10+12.00

    EL = 414.90

    DRWY STA 10+08.00

    EXIST GROUND

    (+)6.00%

    (+)2.75%

    (+)2.00%

    (+)1.06%

    (-)2.00%

    EL = 414.58

    30WBFR STA 122+75

    DRWY E STA 10+00 =

    EL = 414.54

    DRWY STA 10+02.00

    BEGIN DRWY E

    EL = 415.48

    DRWY STA 10+30.00

    END DRWY E

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    PR

    F02.dgn

    1:16:28

    PM

    1:100

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0 5

    VERT. SCALE IN FEET

    10 15 20

    R

    C TxDOT 2012

    0

    HORIZ. SCALE IN FEET

    50 100 200150

    PROP GRADE

    EXIST GROUND

    EL = 407.91

    DRWY STA 10+08.00

    (+)0.97%

    (+)3.85%

    (+)2.00%

    EL = 407.75

    AVERY STA 11+66

    DRWY F STA 10+00 =

    EL = 407.79

    DRWY STA 10+02.00

    BEGIN DRWY F

    EL = 408.53

    DRWY STA 10+24.00

    END DRWY F

    EL = 406.00

    DRWY STA 10+08.00

    EXIST GROUND

    (+)0.67%

    (+)2.00%

    (+)4.26%

    PROP GRADE

    EL = 405.88

    DRWY STA 10+02.00

    BEGIN DRWY G

    EL = 405.84

    AVERY STA 13+87

    DRWY G STA 10+00 =

    EL = 406.72

    DRWY STA 10+25.00

    END DRWY G

    EXIST GROUND

    (+)1.46%

    EL = 404.75

    DRWY STA 10+12.00

    EL = 404.67

    DRWY STA 10+08.00

    PROP GRADE

    (+)4.63%

    (+)2.00%

    (+)6.00%

    (-)2.00%

    EL = 404.31

    DRWY STA 10+02.00

    BEGIN DRWY H

    EL = 404.35

    AVERY STA 19+00

    DRWY H STA 10+00 =

    EL = 405.58

    DRWY STA 10+30.00

    END DRWY H

    EL = 421.33

    30WBFR STA 109+24.57

    DRWY A STA 10+00 =

    EL = 421.28

    DRWY STA 10+02.81

    BEGIN DRWY A

    EL = 421.56

    DRWY STA 10+16.75

    EL = 421.39

    DRWY STA 10+60.60

    END DRWY A

    (+)0.82%

    (-)1.78%

    (+)2.00%

    (-)0.39%

    EXIST GROUND

    PROP GRADE

    EL = 416.04

    30WBFR STA 119+82.84

    DRWY C STA 10+00 =

    EL = 415.99

    DRWY STA 10+02.53

    BEGIN DRWY C

    EL = 416.24

    DRWY STA 10+15.20

    EL = 416.22

    DRWY STA 10+38.00

    END DRWY C

    (+)1.16%

    PROP GRADE

    (+)2.00%

    (-)0.10%(-)1.98%

    EXIST GROUND

    (+)0.52 %

    PROP GRADE

    EXIST GROUND

    EL = 405.00

    DRWY STA 10+12.00

    EL = 404.92

    DRWY STA 10+08.00

    (-)2.00%

    (-)4.16%

    (+)6.00%

    (+)2.00%

    EL = 404.60

    30EFR STA XX+XX

    DRWY I STA 10+00 =

    EL = 404.56

    DRWY STA 10+02.00

    BEGIN DRWY I

    EL = 404.13

    DRWY STA 10+33.00

    END DRWY I

    EL = 415.66

    30WBFR STA 120+58.03

    DRWY D STA 10+00 =

    EL = 415.62

    DRWY STA 10+02.02

    BEGIN DRWY D

    EL = 415.82

    DRWY STA 10+12.14

    EL = 415.84

    DRWY STA 10+30.36

    END DRWY D

    (+)2.7

    9%

    EXIST GROUND

    PROP GRADE

    (+)2.00%

    (-)0.11%(-)1.98%

  • 3 4

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    SCALE: PLAN

    PROFILE

    1":100’

    1":10’

    DRIVEWAY PROFILES

    VARI

    ESVA

    RIES

    VARIES

    TYPICAL DRIVEWAY DETAIL

    4’

    (+)2.00%

    EXIST GROUND

    GROUNDTIE TO EXIST

    NTS

    VARIES

    6’(TYP)

    VARIES

    | 30WBFR - STA XXX+XX

    DRIVEWAY J

    420

    415

    410

    405

    400

    395

    | 30EBFR - STA 19+20.62

    DRIVEWAY K

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    | 30EBFR - STA 22+60.47

    DRIVEWAY L

    420

    415

    410

    405

    400

    395

    | 30WBFR - STA XXX+XX

    DRIVEWAY M

    | XXXX - STA XXX+XX

    DRIVEWAY N

    | XXXX - STA XXX+XX

    DRIVEWAY O

    | XXXX - STA XXX+XX

    DRIVEWAY P

    | XXXX - STA XXX+XX

    DRIVEWAY Q

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    PR

    F03.dgn

    1:16:31

    PM

    1:100

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0 5

    VERT. SCALE IN FEET

    10 15 20

    R

    C TxDOT 2012

    0

    HORIZ. SCALE IN FEET

    50 100 200150

    (+)0.09%

    EL = 408.97

    DRWY STA 10+08.00

    EL = 409.05

    DRWY STA 10+12.00

    EXIST GROUND

    (-)4.51%

    (+)2.00%

    (+)6.00%

    PROP GRADE(-)2.00%

    EL = 408.65

    30EBFR STA 19+20.62

    DRWY K STA 10+00 =

    EL = 408.61

    DRWY STA 10+02.00

    BEGIN DRWY K

    EL = 407.34

    DRWY STA 10+50.00

    END DRWY K

    EL = 404.89

    DRWY STA 10+08.00

    EL = 404.97

    DRWY STA 10+12.00

    EXIST GROUND

    PROP GRADE

    (+)0.03%

    (+)4.70%

    (+)2.00%

    (+)6.00%

    (-)2.00%

    EL = 404.57

    30EBFR STA 22+60.47

    DRWY L STA 10+00 =

    EL = 404.53

    DRWY STA 10+02.00

    BEGIN DRWY L

    EL = 405.81

    DRWY STA 10+30.00

    END DRWY L

  • 4 4

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    430

    425

    420

    415

    410

    405 405 405 405 405

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    420

    415

    410

    405

    400

    395

    SCALE: PLAN

    PROFILE

    1":100’

    1":10’

    DRIVEWAY PROFILES

    VARI

    ESVA

    RIES

    VARIES

    TYPICAL DRIVEWAY DETAIL

    4’

    (+)2.00%

    EXIST GROUND

    GROUNDTIE TO EXIST

    NTS

    VARIES

    6’(TYP)

    VARIES

    | XXXX - STA XXX+XX

    DRIVEWAY R

    | XXXX - STA XXX+XX

    DRIVEWAY S

    | XXXX - STA XXX+XX

    DRIVEWAY U

    | XXXX - STA XXX+XX

    DRIVEWAY V

    | XXXX - STA XXX+XX

    DRIVEWAY W

    | XXXX - STA XXX+XX

    DRIVEWAY X

    | XXXX - STA XXX+XX

    DRIVEWAY Y

    | XXXX - STA XXX+XX

    DRIVEWAY Z

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    DR

    WY

    PR

    F04.dgn

    1:16:34

    PM

    1:100

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0 5

    VERT. SCALE IN FEET

    10 15 20

    R

    C TxDOT 2012

    0

    HORIZ. SCALE IN FEET

    50 100 200150

  • WW

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    BE

    CK

    LE

    Y)01.dgn

    1:16:41

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    WW

    7+008+00 9+00 10+00

    1 2

    INTERSECTION LAYOUT

    BECKLEY AVE

    BECKLEY AVE

    SCALE: 1":40’

    MA

    TC

    H

    LI

    NE

    ST

    A 10

    +25

    EXIST ROW

    EXIST ROW

    1

    2

    3 4

    5

    6

    7

    10

    11

    20

    21

    R=15’ R=15’

    89

    R=10’

    R=10’

    1315

    16

    R=10’

    R=10’

    1712 19

    18

    " BECKEJES "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 6+61.58 RT42.11

    2 6+61.49 RT40.46

    3 7+59.61 RT42.50

    4 8+22.16 RT42.50

    5 8+37.16 RT57.50

    6 8+74.74 RT57.50

    7 8+89.74 RT42.50

    8 9+17.21 RT42.50

    9 9+27.21 RT52.50

    10 9+27.34 RT55.52

    11 9+34.05 RT37.00

    12 9+62.90 RT55.32

    13 9+62.90 RT52.50

    14 9+72.90 RT42.50

    15 9+91.83 RT42.50

    16 10+01.83 RT52.50

    17 10+01.83 RT55.32

    18 10+15.71 RT55.32

    19 10+15.71 RT52.50

    [ BECKLEY

    14

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    BE

    CK

    LE

    Y)02.dgn

    1:16:45

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    E

    WV

    H

    YD

    WM

    WM

    WW

    WV

    404.0

    404.0

    404.2

    404.4

    404.6

    24

    +00

    25

    +00

    26

    +00

    23

    +97

    23

    +00

    24

    +00

    24

    +56

    1057

    +00

    1058

    +00

    1056

    +00

    1057

    +00

    1058

    +00

    1056

    +00

    1057

    +00

    1058

    +00

    22

    +00

    23

    +00

    23

    +06

    10

    +00

    11+00 12+00 13+00

    14

    +00

    140

    +00

    141

    +00

    139

    +00

    140

    +00

    141

    +00

    11+00 12+00 13+00 14+00 15+00

    2 2

    INTERSECTION LAYOUT

    BECKLEY AVE

    EXIST ROW

    EXI

    ST

    RO

    W

    EXI

    ST

    RO

    W

    IH30

    WB

    ML

    IH30

    EB

    ML

    IH30

    EB

    FR

    IH30

    WB

    FR

    SCALE: 1":40’

    MA

    TC

    H

    LI

    NE

    ST

    A 10

    +25

    1

    2

    3

    4 7

    9

    1112

    13

    14

    15 16

    17

    18 21

    2324

    25

    27

    28

    29

    3233

    38

    40

    R=50’

    R=10’

    R=13’

    R=5’ 6

    8

    R=2.5’

    R=84’

    10

    R=75’

    R=2.5’

    R=20’

    3020

    22

    31

    3439

    R=10’

    R=8’

    37

    36

    35

    5

    " L_ISCTBECK_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 10+68.23 LT103.94

    2 10+63.06 LT126.93

    3 11+07.97 LT68.60

    4 11+04.48 LT65.78

    5 11+08.84 LT46.42

    6 11+13.71 LT42.52

    7 11+42.33 LT60.62

    8 11+13.71 LT41.02

    9 10+44.22 LT10.24

    10 11+25.54 LT10.15

    11 11+25.54 RT9.02

    12 10+44.26 RT8.02

    13 10+25.38 RT42.50

    14 10+35.10 RT52.50

    15 10+35.10 RT55.32

    16 10+56.75 RT55.32

    17 10+69.57 RT42.50

    18 11+84.36 RT0.49

    19 11+84.36 LT10.68

    20 13+75.95 LT10.85

    21 13+75.95 RT1.46

    " L_ISCTBECK_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    22 13+33.34 LT59.24

    23 14+18.09 LT105.22

    24 14+22.62 LT104.47

    25 14+52.66 LT99.50

    26 15+27.63 LT41.49

    27 15+27.55 LT39.81

    28 14+31.79 LT66.98

    29 14+12.34 LT42.23

    30 14+22.39 LT10.09

    31 15+66.39 LT7.62

    32 15+65.92 RT0.69

    33 14+22.39 LT1.07

    34 15+46.96 RT38.99

    35 15+46.79 RT42.07

    36 15+40.00 RT49.53

    37 15+39.76 RT53.81

    38 15+12.38 RT52.51

    39 15+03.33 RT42.30

    40 14+97.61 RT42.52

    [ BECKLEY

    19

    26

    R=99.5’

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    CO

    LO

    RA

    DO)01.dgn

    1:16:49

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    RIM ELEV. 433.85’

    8" FL. INV. 422.99’

    FL. INV. 423.03’

    WW

    RIM ELEV. 435.71’21" RCP FL. INV. 430.81’

    WW

    CO

    40286

    436.52

    NG

    SD

    SD

    SD

    SDSD

    WV

    WV

    WV

    FL. INV. 423.03’

    417.8

    418.0

    418.2

    418.4

    418.6

    418.8

    419.0

    419.2

    419.4

    419.6

    419.8

    420.0

    420.2

    420.4

    420.6

    420.8

    421.0

    421.2

    421.4

    421.6

    421.8

    422.0

    422.2

    422.4

    422.6

    422.8

    423.0

    423.2

    423.4

    423.6

    423.8

    424.0

    424.2

    424.4

    424.6

    424.8

    425.0

    425.2

    425.4

    425.6

    425.8

    426.0

    426.2

    426.4

    426.6

    426.8

    427.0427.2

    427.4

    427.6

    427.8

    428.0

    428.2

    428.4

    428.6

    11+00 12+00 13+00

    14+00

    15+00

    SHEET OF1 3

    MA

    TC

    H

    LI

    NE

    ST

    A 15

    +00COLORADO BLVD

    EXIST ROW

    EXIS

    T

    RO

    W

    PROP ROW

    | ISCTCOLORA 129

    31

    3027

    20

    19

    22

    21

    23

    18

    24

    25

    26

    2817

    16

    13

    15

    14

    109

    11

    12

    87

    6

    5

    4

    3

    2

    1

    SCALE: 1":40’

    R=3’

    JEFF

    ERS

    ON

    BL

    VD

    R=35’

    R=3’

    R=10’R=30’

    R=5’

    R=2’

    R=2’

    R=43’

    R=45’

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 11+08.59 LT52.62

    2 11+07.27 LT57.18

    3 11+01.20 LT53.00

    4 11+03.14 LT50.53

    5 10+97.59 LT26.66

    6 10+95.59 LT26.40

    7 10+95.59 LT20.50

    8 11+00.09 LT22.00

    9 11+10.65 LT22.00

    10 11+22.15 LT20.50

    11 11+22.15 LT35.58

    12 11+18.89 LT37.67

    13 11+88.66 LT57.25

    14 11+87.43 LT46.40

    15 11+95.89 LT44.12

    INTERSECTION LAYOUT

    COLORADO BLVD

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    16 11+97.13 LT44.97

    17 12+21.83 LT32.00

    18 12+35.64 RT34.00

    19 12+89.74 RT112.47

    20 13+00.64 RT105.36

    21 12+61.85 RT62.56

    22 12+58.26 RT64.17

    23 12+42.87 RT41.84

    24 12+46.98 RT34.00

    25 12+61.77 RT34.00

    26 12+63.63 RT36.73

    27 13+40.15 RT34.00

    28 12+93.73 LT32.00

    29 14+26.43 LT32.00

    30 13+90.00 RT34.00

    31 14+59.91 RT37.00

  • Sign

    SD

    SD

    SD

    SD

    SD

    SD

    SD

    SD

    WV

    412.6

    412.8413.

    0

    413.2

    413.4

    413.6

    413.6

    413.8

    413.8

    414.0

    414.0

    414.2

    414.24

    14.4

    414.4

    414.

    4

    414.6

    414.6

    414.8

    414.8

    415.0

    415.0

    415.2

    415.2

    415.4

    415.4

    415.6

    415.6

    415.8

    415.8

    416.0

    416.0

    416.2

    416.2

    416.4

    416.4

    416.6

    416.6

    416.8

    416.8

    417.0

    417.2

    417.4

    417.6

    417.8

    418.0

    418.2

    413.

    6

    413.8

    414.0

    414.2

    414.

    4414.

    6

    414.8

    415.0

    415.0

    415.2

    415.2

    415.

    4

    415.4

    415.

    6

    415.6

    415.8

    416.0

    416.2

    416.4

    416.6

    416.8

    417.0

    417.2

    417.4

    417.6

    417.8

    418.0

    19

    +00

    20

    +00

    21

    +00

    5025

    +00

    5026

    +00

    5027

    +00

    5024

    +00

    5025

    +00

    5026

    +00

    5027

    +00

    15+00

    16+0017+00 18+00 19+00

    500

    +00

    501

    +00

    516

    +00

    517

    +00

    517

    +62

    517

    +62

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    CO

    LO

    RA

    DO)02.dgn

    1:16:53

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    2 3

    MA

    TC

    H

    LI

    NE

    ST

    A 15

    +00

    MA

    TC

    H

    LI

    NE

    ST

    A 19

    +60

    COLORADO BLVD

    IH35

    SB

    FR

    IH35

    SB

    ML

    COLORADO BLVD

    EXIS

    T RO

    W

    PR

    OP

    RO

    W

    PROP ROW

    EXI

    ST

    RO

    W

    2 9

    5 6

    SCALE: 1":40’

    1

    4 7

    8

    3

    19

    20

    1830

    17

    1615

    14

    21

    22

    29

    23

    24

    28

    27

    26

    25

    13

    12

    | ISTCOLORA 1

    | ISTCOLORA 1

    11

    10

    R=100’

    R=5’

    R=5’

    R=1231’

    R=5’

    R=126’

    R=2’

    R=3’

    R=3’

    R=35’R=35’

    R=30’

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 15+59.12 LT32.00

    2 16+59.94 LT137.67

    3 16+59.88 LT38.72

    4 16+55.92 LT46.98

    5 16+74.29 LT77.63

    6 16+83.25 LT76.39

    7 16+88.20 LT45.88

    8 16+83.35 LT40.00

    9 17+04.85 LT141.59

    10 17+15.33 LT65.05

    11 17+44.92 LT40.00

    12 17+84.34 RT40.00

    13 17+50.70 RT84.67

    14 17+11.48 RT65.32

    15 16+77.36 RT40.00

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    16 16+03.68 RT40.00

    17 15+30.00 RT40.00

    18 16+20.11 LT2.00

    19 16+19.97 LT6.00

    20 16+50.13 LT8.01

    21 16+80.23 LT10.01

    22 16+83.66 LT10.00

    23 16+88.77 LT10.00

    24 16+93.27 LT10.00

    25 16+96.21 LT7.61

    26 16+96.63 LT5.59

    27 16+93.68 LT1.97

    28 16+90.54 LT1.99

    29 16+85.42 LT2.00

    30 16+52.76 LT2.00

    INTERSECTION LAYOUT

    COLORADO BLVD

  • EA

    DS

    SD

    SD

    H Y

    D

    CO

    CO

    CO

    WM

    WM

    CO

    WW

    WM

    WM

    443.

    2

    407.

    8

    408.

    0

    408.

    2

    408.4

    408.6

    408.8

    409.0

    409.2

    409.4

    409.6

    409.8

    410.0

    410.2

    410.4

    410.6

    410.8

    411.0

    411.2

    411.4

    411.6

    411.8

    412.0

    412.2

    412.4

    412.6

    412.8

    413.0

    413.2

    413.4

    413.6

    413.8

    414.0

    414.2

    414.4

    414.6

    414.8

    415.0

    415.2

    415.4

    415.6

    415.8

    416.0

    416.2

    416.4

    416.6

    416.8

    416.8

    417.0

    417.0

    417.2

    417.2

    417.4

    417.4

    417.6

    417.6

    417.8

    417.8

    418.0

    418.0

    418.2

    418.

    2

    418.4

    418.4

    418.6

    418.6

    418.8

    419.

    0

    419.2

    419.4

    419.6

    419.818

    +00

    19

    +00

    20

    +00

    21

    +00

    5024

    +00

    5025

    +00

    5026

    +00

    5027

    +00

    20+00 21+00 22+00

    23+0

    0

    23+4

    8

    23+4

    8

    522

    +00

    523

    +00

    524

    +00

    525

    +00

    1000

    +00

    0+00

    1+00

    2+00

    3+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    CO

    LO

    RA

    DO)03.dgn

    2:54:29

    PM

    1:40

    4/15/2012

    IH 35E

    DALLAS

    4/15/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    3 3

    MA

    TC

    H

    LI

    NE

    ST

    A 19

    +60

    COLORADO BLVD

    IH35

    NB

    ML

    IH35

    NB

    FR

    98

    15

    SCALE: 1":40’

    | ISTCOLORA 1

    7

    6

    26

    25

    5

    4

    3

    2

    1

    17

    16

    19

    18

    2820

    21

    22

    24

    23

    14

    2713

    12

    11

    EXI

    ST

    RO

    W

    R=35’

    R=30’

    10

    COLORA

    DO BLV

    D

    EA

    DS

    AV

    E

    R=219’

    R=35’

    R=50’

    R=629’

    R=70’

    R=30’

    R=3’

    R=239’

    R=3’

    R=609’

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 20+75.46 LT40.00

    2 20+10.36 LT77.67

    3 21+46.57 LT76.35

    4 21+48.25 LT54.87

    5 21+74.91 LT27.38

    6 22+91.73 LT18.43

    7 23+33.29 LT54.37

    8 23+34.29 LT199.66

    9 23+35.79 LT199.65

    10 23+33.95 RT67.07

    11 23+32.66 RT67.07

    12 22+87.73 RT19.06

    13 22+51.57 RT22.43

    14 22+16.14 RT28.02

    " ISCTCOLORA_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    15 21+60.91 RT104.69

    16 21+28.28 RT66.53

    17 20+98.48 RT40.00

    18 21+63.91 RT16.00

    19 21+53.67 RT17.09

    20 21+50.40 RT14.45

    21 21+47.96 LT6.51

    22 21+51.26 LT9.84

    23 21+59.22 LT8.98

    24 21+64.41 LT8.41

    25 22+08.78 LT3.57

    26 22+34.47 LT1.36

    27 22+34.69 RT4.59

    28 21+68.88 RT15.40

    INTERSECTION LAYOUT

    COLORADO BLVD

    R=3’

  • LP

    Billboard

    418.4

    418.

    6

    418.

    8

    419.

    0

    419.

    2

    419.

    4

    419.

    6

    419.

    8

    420.

    0

    420.

    2

    420.

    4

    420.

    6

    420.

    8

    421.0

    421.2

    421.4

    421.6

    421.8

    422.0

    422.2

    422.4

    422.6

    518

    +00

    519

    +00

    14

    +00

    15

    +00

    10+00

    35

    NB

    FR

    ST

    A 517

    +68.87

    P.

    O.

    B. 10

    +00.00

    =

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    DO

    DD

    CLI

    FF)01.dgn

    1:17:02

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    LP

    415.8

    416.0

    416.2

    416.4

    416.6

    416.8

    417.0

    417.2

    417.4

    417.6

    417.8

    418.0

    418.2

    418.4

    519

    +00

    520

    +00

    16

    +00

    10+00

    35

    NB

    FR

    ST

    A 519

    +99.52

    P.

    O.

    B. 10

    +00.00

    =

    1 1

    MATCH LINE STA 519+00

    MATCH LINE STA 519+00

    DODD ST

    CLIFF ST

    INTERSECTION LAYOUT

    DODD ST / CLIFF ST

    IH35

    NB

    FR

    IH35

    NB

    FR

    | FRTG35NB 1

    3

    4

    5

    2

    1

    | FRTG35NB 1

    5

    43

    2

    1

    EXIST ROW

    PR

    OP

    RO

    W

    PR

    OP

    RO

    W

    PR

    OP

    RO

    W

    SCALE: 1":20’

    R=20’

    R=20’

    " FRTG35NB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 520+36.79 RT2.00

    2 520+16.60 RT25.27

    3 519+90.18 RT28.96

    4 519+88.94 RT19.63

    5 519+68.68 RT2.00

    R=15’

    R=15’

    6

    " FRTG35NB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 517+90.89 RT2.00

    2 517+75.69 RT15.98

    3 517+74.64 RT29.54

    4 517+58.24 RT28.20

    5 517+59.16 RT18.47

    6 517+43.97 RT2.00

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    HA

    RD

    WI

    CK)01.dgn

    1:17:06

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    I-30

    11+00

    12+00

    13+00

    1044+00

    1045+00

    1046+00

    1044+00

    9+94

    9+94

    10

    +00

    11+00

    127+00128+00 129+00

    10

    +00

    11

    +00

    12

    +00

    1 1

    INTERSECTION LAYOUT

    HARDWICK ST

    IH30 WBFR

    SCALE: 1":40’

    IH30 WBML

    AVERY ST

    HA

    RD

    WI

    CK

    ST

    [ HARDWICK

    | AVERY

    1

    EXIST R

    OW

    EXIST ROW

    R=408’

    R=388’

    R=372’

    R=50’

    R=5’

    2

    R=200’

    R=40’

    3

    4

    5

    7

    6

    8

    9

    10

    11

    12

    1314

    15

    16

    R=50’

    R=4’

    R=4’

    R=50’

    17

    18

    19

    20

    21

    22

    25

    26

    27 R=352’

    R=100’

    28

    29

    R=40’

    R=100’

    24

    23

    ISCTHARDWICK_1" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS OFFSETS

    1 10+03.85 LT135.46

    2 10+19.43 LT52.49

    3 10+56.30 LT28.00

    4 10+87.79 LT28.00

    5 11+72.13 LT28.00

    6 11+84.64 LT28.30

    7 11+84.64 LT7.61

    8 11+74.63 LT7.92

    9 11+69.68 LT8.00

    10 10+87.79 LT8.00

    11 10+36.90 LT8.00

    12 10+08.30 LT16.98

    13 10+02.01 LT13.71

    14 10+02.08 RT25.71

    15 10+09.28 RT28.08

    16 10+49.34 RT8.00

    17 10+87.79 RT8.00

    18 11+69.58 RT8.00

    19 11+74.63 RT8.01

    20 11+84.64 RT8.21

    21 11+84.64 RT30.04

    22 11+22.08 RT78.51

    23 10+69.36 RT103.42

    24 10+85.99 RT65.13

    25 11+08.60 RT35.70

    26 11+03.98 RT28.00

    27 10+96.12 RT28.00

    28 10+28.68 RT51.76

    29 10+14.54 RT82.62

  • LP LP

    MH

    LP LP

    MH

    LP LP

    MH

    415.0

    415.2

    415.4

    415.0

    415.2

    415.4

    10+0011+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    HO

    TE

    L)01.dgn

    1:17:10

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    1 1

    INTERSECTION LAYOUT

    HOTEL ST

    IH30 WBFR

    HO

    TE

    L

    ST

    | FRTG30WB 1

    | RMPBMTNB2 1

    1

    2

    3

    4

    5

    8

    7

    6

    PROP ROW

    EXIST ROW

    SCALE: 1":20’

    R=60’

    R=100’

    R=70’

    " RMPBMTNB2_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 11+41.29 RT12.02

    2 11+17.30 RT14.96

    3 10+67.05 RT99.10

    4 10+65.66 RT99.66

    5 10+31.46 RT14.82

    6 10+73.23 LT8.00

    7 10+06.96 LT55.44

    8 10+05.54 LT54.96

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    ME

    MO

    RI

    AL)01.dgn

    1:17:14

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    LP

    S

    LP

    HY

    D

    WV

    WV

    WV

    396.0

    396.2

    396.4

    396.6

    396.8

    397.0

    397.2

    397.4

    397.6

    397.8

    396.0

    396.2

    396.4

    396.6

    396.8

    397.0

    397.2

    397.4

    397.6

    397.8

    396.8

    397.2

    397.4

    397.6

    397.8

    398.0

    10+00

    92

    +00

    93

    +00

    11+00

    30

    WB

    FR

    ST

    A 92

    +54.70

    P.

    O.

    B. 10

    +00.00

    =

    712

    +00

    713

    +00

    1 1

    MEMORIAL DR

    INTERSECTION LAYOUT

    MEMORIAL DR

    IH30

    WB

    FR

    | FRTG30WB 1

    | CONN7WBNB 1

    IH30

    WB

    NB

    CO

    NN

    EXIST ROW

    PROP ROW

    SCALE: 1":20’

    R=30’

    R=40’

    R=60’

    1

    2 3

    4

    5

    6

    " FRTG30WB_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 91+92.14 LT2.07

    2 92+29.46 LT36.70

    3 92+32.27 LT57.64

    4 92+90.79 LT50.13

    5 92+94.84 LT30.38

    6 93+39.92 LT2.00

  • LP

    SD

    399.6

    399.8

    400.0

    400.2

    28+00 29+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RE

    UNI

    ON)01.dgn

    1:17:17

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    INTERSECTION LAYOUT

    RAMP 37 @ REUNION

    RAMP 37

    RE

    UNI

    ON

    BL

    VD

    PROP R

    OW

    EXIS

    T RO

    W

    14

    17

    13

    18

    15

    16

    12

    11

    10

    9

    8

    7

    6

    5

    4

    3

    1

    2

    EXI

    ST

    RO

    W

    SCALE: 1":20’

    | RMP37SB 1

    R=60’

    R=120’

    R=30’

    R=80’

    R=4’

    " ML35SB1_1 "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 5095+15.31 LT298.76

    2 5095+13.79 LT298.35

    3 5095+24.89 LT251.75

    4 5095+34.94 LT208.16

    5 5094+84.08 LT182.62

    6 5094+31.81 LT176.40

    7 5094+29.47 LT150.50

    8 5095+17.13 LT142.36

    9 5095+44.38 LT116.07

    10 5095+45.81 LT116.24

    11 5095+79.81 LT102.32

    12 5095+78.29 LT102.15

    13 5095+74.98 LT131.28

    14 5095+90.05 LT132.91

    15 5095+93.29 LT103.78

    16 5095+91.77 LT103.61

    17 5095+84.91 LT128.08

    18 5095+77.13 LT125.98

    1 2

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RE

    UNI

    ON)02.dgn

    1:17:21

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    ST

    EM

    MO

    NS

    FW

    FH

    SD

    SD

    SD

    SD

    SD

    399.0

    399.2

    399.4

    399.4

    420.8

    421.0

    421.0

    421.2

    421.2

    421.4

    421.4

    421.6

    421.6

    421.8

    421.8

    422.0

    422.0

    422.0

    422.2

    422.2

    422.4

    422.4

    422.6

    422.6

    422.8

    422.8

    423.0

    423.2

    29

    +00

    29

    +03

    29

    +03

    119

    +00

    120

    +00

    121

    +00

    5100

    +00

    5101

    +00

    5099

    +00

    5100

    +00

    5100

    +79

    5100

    +79

    128

    +00

    129

    +00

    130

    +00

    69

    +87

    69

    +87

    70

    +00

    71

    +00

    10

    +00

    11

    +00

    235

    +00

    235

    +37

    2 2

    INTERSECTION LAYOUT

    REUNION BLVD

    SCALE: 1":40’

    REUNION BLVD

    1

    2

    34

    5

    6

    7

    8

    9

    1011

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    2324

    R=30’

    R=15’

    R=135’

    R=2.5’

    R=60’

    R=15’R=50’

    R=15’

    R=35’

    | ML35NB1 1

    5099+92.171 LT108.63

    2 5100+06.38 LT125.43

    3 5100+07.87 LT125.61

    4 5100+16.50 LT58.18

    5 5100+15.01 LT56.00

    6 5099+83.89 LT82.23

    7 5100+78.96 RT83.33

    8 5100+77.48 RT83.51

    9 5100+76.30 RT124.06

    10 5100+71.44 RT124.31

    11 5100+69.45 RT114.68

    12 5100+67.96 RT114.86

    13 5100+72.98 RT156.12

    14 5100+87.65 RT154.32

    15 5101+18.57 RT156.55

    16 5101+20.06 RT156.35

    17 5101+31.21 RT222.85

    18 5101+32.68 RT222.57

    19 5100+54.53 RT250.37

    20 5100+53.08 RT250.55

    21 5100+01.02 RT206.50

    22 5100+26.22 RT165.26

    23 5100+40.40 RT148.49

    24 5100+41.89 RT148.31

    #POINT STATIONS (FT)OFFSET

    POINTSCONTROL

    " ML35NB1_1 "CHAIN:

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RI

    VE

    RF

    RO

    NT)01.dgn

    1:17:25

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    T

    511+00 512+00

    1008+0

    0

    13

    +00

    14

    +00

    1 8

    INTERSECTION LAYOUT

    RIVERFRONT BLVD

    RI

    VE

    RF

    RO

    NT

    BL

    VD

    IH35 NBFR

    4

    3

    5

    2

    1

    7

    6

    8

    910

    14

    15

    21 20

    1911

    12

    13

    18

    1617

    24

    25

    26

    23

    22

    EXIST ROW

    EXIS

    T

    RO

    W EXIST ROW

    EXI

    ST

    RO

    W

    SCALE: 1":20’

    | FRTG35NB2 1

    R=75’

    R=30’

    R=30’

    R=10’

    R=50’

    RIVERFRONT" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 12+91.76 LT108.20

    2 12+82.97 LT75.74

    3 12+21.15 LT52.89

    4 12+21.18 LT51.22

    5 12+43.46 LT51.76

    6 13+91.70 LT56.72

    7 13+91.75 LT58.53

    8 13+85.22 LT58.69

    9 13+55.51 LT79.55

    10 13+55.34 LT80.03

    11 13+02.33 LT10.45

    12 12+95.56 LT10.23

    13 12+95.50 LT11.73

    14 13+21.63 LT12.20

    15 13+24.00 RT10.45

    16 12+96.34 RT11.06

    17 12+96.29 RT9.56

    18 13+05.96 RT9.32

    19 13+08.14 RT9.03

    20 13+12.59 RT6.59

    21 13+07.66 LT10.35

    22 12+98.26 RT53.58

    23 12+98.29 RT52.08

    24 13+38.18 RT53.32

    25 13+46.08 RT92.885

    26 13+44.70 RT93.15

    | RIVERFRONT

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RI

    VE

    RF

    RO

    NT)02.dgn

    1:17:29

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    SD

    SD

    17

    +00

    17

    +29

    17

    +29

    5060

    +00

    5061

    +00

    5060

    +00

    5061

    +00

    5062+00

    1011

    +00

    812

    +00

    813

    +00

    1034

    +00

    1035

    +00

    1035

    +18

    1035

    +18

    16+00

    17+0018+00

    19+00

    20+00

    INTERSECTION LAYOUT

    RIVERFRONT BLVD

    RAMP 5 INTERSECTION

    2 8

    RIVERFRONT BLVD

    RA

    MP 5

    | ML35NB1 1

    | RMP05EB 1

    EXIST ROW

    EXI

    ST

    RO

    W

    | CONN8WBSB 1

    EXI

    ST

    RO

    W

    SCALE: 1":40’

    | ML35HOV 1

    7

    8

    12

    13

    15

    14

    11

    10

    9

    16

    17

    18

    6

    19

    20

    23

    24

    22

    21

    R10

    29

    28

    2526

    530

    31

    32

    33

    34

    4

    38

    37

    3635

    40

    39

    48

    32

    1

    41

    47

    46

    42

    43

    44

    45

    R15

    EXIST ROW

    R=60’

    R=4’

    R=4’

    R=75’

    R=5’

    R=45’

    R=450’

    R=45’

    R=180’

    R=280’

    R=4’R=30’

    RIVERFRONT" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 15+27.06 LT5.79

    2 15+26.93 LT7.27

    3 15+25.07 LT27.90

    4 16+77.88 LT23.07

    5 17+87.62 LT15.16

    6 18+97.28 LT14.24

    7 20+30.32 LT14.93

    8 20+30.31 LT13.85

    9 19+66.20 LT6.45

    10 19+76.06 RT11.38

    11 19+76.05 RT12.88

    12 20+24.26 RT42.27

    13 20+24.22 RT43.77

    14 19+34.34 RT44.49

    15 19+34.28 RT42.99

    16 19+37.62 RT13.25

    17 19+37.59 RT11.75

    18 19+18.59 RT0.14

    19 18+81.74 RT1.06

    20 18+44.89 RT1.19

    21 18+17.01 RT11.08

    22 18+18.33 RT14.63

    | RIVERFRONT

    R=5’

    R=3’

    RIVERFRONT" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    23 18+38.32 RT14.16

    24 18+38.35 RT15.66

    25 17+79.26 RT13.25

    26 17+74.76 RT16.04

    27 17+79.26 RT13.25

    28 18+00.89 LT7.47

    29 17+99.77 LT13.22

    30 17+34.44 LT16.62

    31 17+30.34 LT11.33

    32 17+34.38 RT11.24

    33 17+39.42 RT16.13

    34 17+33.11 RT17.36

    35 16+98.90 RT17.94

    36 16+98.90 RT16.44

    37 17+01.67 RT9.56

    38 16+63.94 LT6.58

    39 16+72.15 RT48.35

    40 16+72.15 RT46.85

    41 17+28.61 RT47.08

    42 17+77.35 RT46.43

    43 17+77.31 RT55.32

    44 17+76.03 RT56.01

    45 17+70.50 RT54.69

    46 17+54.48 RT90.78

    47 17+19.60 RT76.34

    48 16+91.67 RT48.48

  • 5061+00

    5062+00

    5061+00

    5062+00

    22+00

    Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RI

    VE

    RF

    RO

    NT)03.dgn

    1:17:34

    PM

    1:20

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    R

    C TxDOT 2012

    10 20 40 600

    HORIZ. SCALE IN FEET

    SD

    SD

    SD

    PBX

    PBX

    PBX

    PBX

    PBX

    26+00

    3 8

    RIVERFRONT BLVD

    8

    7

    5

    6

    3

    4

    2

    1| ML35SB1 1

    RIVERFRONT BLVD

    SCALE: 1":20’

    RIVERFRONT" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 21+49.33 RT44.38

    2 21+49.32 RT42.88

    3 22+25.18 RT42.54

    4 22+25.19 RT44.04

    5 25+34.17 RT42.87

    6 25+34.16 RT44.37

    7 26+78.85 RT44.53

    8 26+78.85 RT43.03

    | RIVERFRONT

    | RIVERFRONT

    INTERSECTION LAYOUT

    RIVERFRONT BLVD

  • Design

    Filena

    me:

    Plotted on:

    Pen

    Table:

    Scale:

    INTERIM REVIEW ONLY

    Engineer:

    P.E. Serial No.:

    Date:

    Document incomplete: not intended for

    permit, bidding or construction.

    STATEDGN:

    DWG: DIST.

    FED. RD.

    DIV. NO.FEDERAL AID PROJECT NO.

    SHEET NO.

    TEXASDGN:

    CHK

    DWG:

    CHK

    SHEET OF

    COUNTY

    HIGHWAY NO.

    CONT. NO. JOB NO.

    BYDESCRIPTIONDATEREV. NO.

    SECT. NO.

    XX XXXX(XXX)X

    DALLAS 0196 03 205

    IH 35E

    pentable_co.tbl

    M:\

    PR

    OJ

    EC

    TS\

    Tx

    DO

    T\56216_I

    H35

    E\

    DG

    N\

    SH

    EE

    TS\

    RO

    AD

    WA

    Y\I35

    E_

    PL

    VI

    NT(

    RI

    VE

    RF

    RO

    NT)04.dgn

    1:17:38

    PM

    1:40

    4/14/2012

    IH 35E

    DALLAS

    4/14/2012

    Firm Registration No. F-782

    (214)979-1144

    Dallas, Texas 75247

    1349 Empire Central, Suite 900

    LINA T. RAMEY & ASSOCIATES, INC.

    HOWARD C. GIBBS III

    100239

    0

    HORIZ. SCALE IN FEET

    40 806020

    R

    C TxDOT 2012

    SD

    SD

    393.6

    393.8

    394.4

    394.6

    394.

    8

    395.

    039

    5.23

    95.43

    95.63

    95.83

    96.0

    396.2

    396.4

    28+00 29+00

    30+00

    31+00

    4 8

    INTERSECTION LAYOUT

    RIVERFRONT BLVD

    RAMP 8 INTERSECTION

    RIVERFRONT BLVD

    RA

    MP 8

    12

    13

    14

    11 18

    17 1615

    8

    7

    6

    5

    4

    3

    1

    2

    PROP R

    OW

    EXI

    ST

    RO

    W

    EXIST ROW

    SCALE: 1":40’

    | RIVERFRONT

    R=65’

    R=55’

    R=110’

    R=2’

    109

    R=65’

    RIVERFRONT" "CHAIN:

    POINTSCONTROL

    #POINT STATIONS (FT)OFFSET

    1 27+77.93 RT43.14

    2 27+77.93 RT44.64

    3 28+98.36 RT44.15

    4 29+66.42 RT82.86

    5 30+08.02 RT86.98

    6 30+67.25 RT35.32

    7 31+52.93 RT36.33

    8 31+52.94 RT34.83

    9 30+20.52 RT32.84

    10 30+07.53 RT33.46

    11 30+29.41 RT4.89

    12 30+29.29 LT7.50

    13


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