EXIT OPEN EXIT - IN.gov · EXIT OPEN EXIT CLOSED WIDE LOAD RESTRICTION 2MILES OVER WIDE NOLOADS...

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E 801-TCSN-01 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATE CHIEF ENGINEER DATE DESIGN STANDARDS ENGINEER SEPTEMBER 2016 SHEET NO. 1 3 4 5 6 7 8 2 INDEX SUBJECT Wood Post Design For Temporary Panel Signs Temporary Panel Sign Breakaway Post Installation Traffic Control Sign Design Details Traffic Control Sign Design Details Traffic Control Sign Design Details Traffic Control Signs Traffic Control Signs Index INDEX SHEET TRAFFIC CONTROL SIGNS 60900348 E D H B . R E G R I E T S D I D A V U R O F F R P N O S E F I A No. STATE OF A N I D G I E E E R N N S I O N A L Detail. 4. See Standard Drawing E 801-TCDV-08 for U-Channel Steel Post Splice The minimum depth for wood or steel posts shall be 4 ft. 3. edge of the sign. roadway sections shall be 2'-0" from the face of the curb to the near The minimum horizontal clearance for construction signs on curbed 2. shall be as shown on Standard Drawing E 801-TCDV-05. The minimum vertical and horizontal clearances for construction signs 1. GENERAL NOTES: 02/25/16 /s/ Mark A. Miller /s/ David H. Boruff 02/25/16

Transcript of EXIT OPEN EXIT - IN.gov · EXIT OPEN EXIT CLOSED WIDE LOAD RESTRICTION 2MILES OVER WIDE NOLOADS...

  • E 801-TCSN-01

    INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD DRAWING NO.

    DATECHIEF ENGINEER

    DATEDESIGN STANDARDS ENGINEER

    SEPTEMBER 2016

    SHEET NO.

    1

    3

    4

    5

    6

    7

    8

    2

    INDEX

    SUBJECT

    Wood Post Design For Temporary Panel Signs

    Temporary Panel Sign Breakaway Post Installation

    Traffic Control Sign Design Details

    Traffic Control Sign Design Details

    Traffic Control Sign Design Details

    Traffic Control Signs

    Traffic Control Signs

    Index

    INDEX SHEET

    TRAFFIC CONTROL SIGNS

    60900348

    ED

    H B.

    REGRI ETS

    DI

    DA

    V URO

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    RP

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    No.

    STATE OF

    ANI

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    EE

    RN

    NSIONAL

    Detail.

    4. See Standard Drawing E 801-TCDV-08 for U-Channel Steel Post Splice

    The minimum depth for wood or steel posts shall be 4 ft.3.

    edge of the sign.

    roadway sections shall be 2'-0" from the face of the curb to the near

    The minimum horizontal clearance for construction signs on curbed 2.

    shall be as shown on Standard Drawing E 801-TCDV-05.

    The minimum vertical and horizontal clearances for construction signs 1.

    GENERAL NOTES:

    02/25/16/s/ Mark A. Miller

    /s/ David H. Boruff 02/25/16

  • ROADREPAIRS

    MILES5

    ROAD

    SPEEDING

    MAX 6 YRS

    RECKLESS DRIVING

    MAX 1000$

    MILES5

    MOWINGCREWS

    SPEEDING

    MAX 1000$ MAX 6 DRIVING

    RECKLESS

    YRS

    FOR

    WATCH

    STOPPED

    TRAFFIC

    MOWINGCREWS

    CONSTRUCTION

    END

    INSTALLATION

    OVERHEAD SIGN

    STANDARD DRAWING NO.

    CHIEF HIGHWAY ENGINEER DATE

    INDIANA DEPARTMENT OF TRANSPORTATION

    DESIGN STANDARDS ENGINEER DATE

    E 801-TCSN-02

    SEPTEMBER 2016

    site conditions.

    4 Shaded text indicates message content that must be varied to reflect

    conjunction with the indicated sign.

    place of the word "AHEAD". Such Signs may be used in place of or in

    3 Sign may be ordered to read "500 FT", "1000 FT", or "1500 FT" in

    roadway during non-working hours.

    2 Sign Shall be removed, covered or turned to face away from the

    1. See Standard Drawing E 801-TCSN-01 for general notes.

    NOTES:

    2

    3

    4

    03/24/16/s/ Mark A. Miller

    /s/ David H. Boruff 03/24/16

    TRAFFIC CONTROL SIGNS

    XW20-1-A

    XW20-1

    XW20-1a

    XW103-1

    3

    XW2-6-A

    XW2-6

    XW2-6a-B

    XW2-6a-A

    XW2-6a

    XW2-6b-B

    XW2-6b-A

    XW2-6b

    XW21-8a-A

    XW21-8a

    XW21-8b-A

    XW21-8b

    3

    XG20-2 XW3-4S

    2 2 4

    4

    60900348

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    NSIONAL

  • DETOUR

    DETOUR

    State St

    State St

    NORTH

    EXIT

    OPENEXIT

    CLOSED

    LOADWIDERESTRICTION

    2 MILES

    OVER

    WIDE

    LOADSNO

    FT11

    WIDEOVER

    MUSTFT

    LOAD

    EXIT

    11

    STANDARD DRAWING NO.

    CHIEF HIGHWAY ENGINEER DATE

    INDIANA DEPARTMENT OF TRANSPORTATION

    DESIGN STANDARDS ENGINEER DATE

    E 801-TCSN-03

    SEPTEMBER 2016

    2

    site conditions.

    2 Shaded text indicates message content that must be varied to reflect

    1. See Standard Drawing E 801-TCSN-01 for general notes.

    NOTES:

    /s/ David H. Boruff 03/24/16

    03/24/16/s/ Mark A. Miller

    TRAFFIC CONTROL SIGNS

    XW109-1

    XW106-2-A

    XW106-1-A

    XW105-1-A

    XM4-9e

    XM4-9d

    XW20-YWR(B)

    XW20-YWL(C)

    XW20-YWR(A)

    2

    2

    2

    2

    2

    60900348

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    NSIONAL

  • E 801-TCSN-04

    INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD DRAWING NO.

    DATECHIEF ENGINEER

    SEPTEMBER 2016

    DATEDESIGN STANDARDS ENGINEER

    *Wood post permitted.

    60900348

    ED

    H B.

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    DI

    DA

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    All dimensions are in inches.3.

    See Standard Drawing E 801-TCSN-01 for additional general notes.2.

    Signs.

    Standard Highway percentage as shown in the FHWA document,

    Spacing between letters of this word or line shall be reduced by this 1

    NOTES:

    1

    1 1

    TRAFFIC CONTROL SIGN DESIGN DETAILS

    /s/ David H. Boruff 03/24/16

    /s/ Mark A. Miller 03/24/16

  • E 801-TCSN-05

    INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD DRAWING NO.

    DATECHIEF ENGINEER

    SEPTEMBER 2016

    DATEDESIGN STANDARDS ENGINEER

    *Wood post permitted.

    60900348

    ED

    H B.

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    All dimensions are in inches.3.

    See Standard Drawing E 801-TCSN-01 for additional general notes.2.

    Signs.

    Standard Highway percentage as shown in the FHWA document,

    Spacing between letters of this word or line shall be reduced by this 1

    NOTES:

    1

    1 1

    03/24/16/s/ Mark A. Miller

    /s/ David H. Boruff 03/24/16

    TRAFFIC CONTROL SIGN DESIGN DETAILS

  • E 801-TCSN-06

    INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD DRAWING NO.

    DATECHIEF ENGINEER

    SEPTEMBER 2016

    DATEDESIGN STANDARDS ENGINEER

    *Wood post permitted.

    60900348

    ED

    H B.

    REGRI ETS

    DI

    DA

    V URO

    FF

    RP

    N

    O

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    EF

    I A

    No.

    STATE OF

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    D G

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    NSIONAL

    All dimensions are in inches.3.

    See Standard Drawing E 801-TCSN-01 for additional general notes.2.

    Signs.

    Standard Highway percentage as shown in the FHWA document,

    Spacing between letters of this word or line shall be reduced by this 1

    NOTES:

    1

    1 1

    /s/ David H. Boruff

    /s/ Mark A. Miller 03/24/16

    03/24/16

    TRAFFIC CONTROL SIGN DESIGN DETAILS

  • STANDARD DRAWING NO.

    CHIEF HIGHWAY ENGINEER DATE

    INDIANA DEPARTMENT OF TRANSPORTATION

    DESIGN STANDARDS ENGINEER DATE

    E 801-TCSN-07

    BREAKAWAY POST INSTALLATION

    TEMPORARY PANEL SIGN

    SEPTEMBER 2016

    60900348

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    1

    posts required.

    See Standard Drawing E 801-TCSN-08 for post size and number of 3.

    equal to the length of W.

    The length of the Type B Post Connector or Z Shape Connector is 2

    The dimension is H/10 + 3 ft or a minimum of 5 ft.1

    NOTES:

    2

    02/25/16/s/ Mark A. Miller

    /s/ David H. Boruff 02/25/16

    L

    Span > 7'

    W

    18"

    H

    7'

    4"

    4"

    18"18"

    H

    L

    Span > 7'Span > 7'

    2 - POST INSTALLATION

    3 - POST INSTALLATION

    TYPE B POST CONNECTION Z SHAPE CONNECTION DETAIL

    ANGLE SHAPE CONNECTION DETAIL

    (Typ. All Installations)

    or Compacted Soil

    Concrete EncasementElevation

    Edge of Pavement

    3" Ø Holes, 6" x 8" Post

    2" Ø Holes, 6" x 6" Post

    Wood Post

    Angle Connector

    21L 4 x 3 x

    Sign Panel

    Wood Post

    Connector

    Type B Post

    Sign Panel Connector

    Z Shape

    1

    1

    1

    2

    2

    2

    W

  • SIGN

    SIG

    N

    4

    5

    6

    7

    8

    8 9

    9

    10

    10

    11

    11

    12

    12 13

    13

    14

    1415

    15

    16

    16 1718 19 20

    WID

    TH,W (

    FT)

    LENGTH,L (FT)

    2-6" X 6"

    2-6" X 8"

    3-6" X 8"

    E 801-TCSN-08

    INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD DRAWING NO.

    DATECHIEF ENGINEER

    DATEDESIGN STANDARDS ENGINEER

    TEMPORARY PANEL SIGNS

    WOOD POST DESIGN FOR

    SEPTEMBER 2016

    No more than one post can be located in a 7 foot wide path.1.

    NOTES:

    60900348

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    02/25/16/s/ Mark A. Miller

    /s/ David H. Boruff 02/25/16

    E801-TCSN801-TCSN-04

    E801-TCSN801-TCSN-01801-TCSN-02References801-TCSN-02.dgn, Default

    801-TCSN-03References801-TCSN-03.dgn, Default

    801-TCSN-04801-TCSN-05801-TCSN-06801-TCSN-07ReferencesTemporary Panel Sign Breakaway Post Installation, 801-TCSN-07.dgn, Default

    801-TCSN-08References801-TCSN-08.dgn, Default