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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

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Page 1: EXIT OPEN EXIT - Indiana

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.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

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

Page 2: EXIT OPEN EXIT - Indiana

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

ED

H B.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

NSIONAL

Page 3: EXIT OPEN EXIT - Indiana

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

ED

H B.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

NSIONAL

Page 4: EXIT OPEN EXIT - Indiana

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.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

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

TRAFFIC CONTROL SIGN DESIGN DETAILS

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

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

Page 5: EXIT OPEN EXIT - Indiana

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.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

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

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

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

TRAFFIC CONTROL SIGN DESIGN DETAILS

Page 6: EXIT OPEN EXIT - Indiana

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.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

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

Page 7: EXIT OPEN EXIT - Indiana

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

ED

H B.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

NSIONAL

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

Page 8: EXIT OPEN EXIT - Indiana

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

ED

H B.

REG

RI ETS

DI

DA

V URO

FF

RP

N

O

S

EF

I A

No.

STATE OF

ANI D G

I

E

EE

RN

NSIONAL

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

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