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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
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
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.
REGRI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI
D G
I
E
EE
RN
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
ED
H B.
REGRI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI
D G
I
E
EE
RN
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.
REGRI 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
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.
REGRI 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
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
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
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.
REGRI 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
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.
REGRI 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
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
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