DETOUR ROUTEDETOUR ROUTE
CONSTRUCTION AREA
R11-2
R11-3
R3-1
XW20-3
XW20-2
R11-2
R3-2
XW20-2 XW20-3
XW-20-3
C
B
C
C C
B
C
A
C
D
BA
CB
CB
A
BD AC
XW20-3
Barricades as Required
Type III-A or III-B
XW20-3
XM4-10(L)
XM4-10(R)
R11-3
DETOURDETOUR
XW20-3
1000'500'500'
DETOURDETOUR
R0AD
CLOSED
R0AD
CLOSED
ROAD CLOSED
10 MILESAHEAD
LOCALTRAFFICONLY
ROAD CLOSED
10 MILESAHEAD
LOCALTRAFFICONLY
ROAD CLOSED
10 MILESAHEAD
LOCALTRAFFICONLY
500'
A
500'
A
C
500'
500'
AHEAD
DETOUR
ROAD
CLOSED
1000FT
ROAD
CLOSED
500FT
AHEAD
DETOURAHEAD
CLOSED
ROAD
AHEAD
CLOSED
ROAD
AHEAD
CLOSED
ROAD
AHEAD
CLOSED
ROADB
A
Barricades as Required
Type III-A or III-B
B
Barricades as Required
Type III-A or III-B
R11-3
Barricades as Required
Type III-A or III-B
E 801-TCDT-01
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
RURAL DETOUR
SEPTEMBER 2017
standard notes and legend.
See Standard Drawing E 801-TCLG-01 for2.
and D see Standard Drawing E 801-TCDT-04.
For detour route marker assemblies A , B , C1.
:NOTES
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES FOR A RURAL DETOUR
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STATE OF
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/s/ David H. Boruff 04/24/17
/s/ John Leckie 04/25/17
500'500' 500'500'1000'
R11-2
R11-4
R11-2
C
A B
C
C
Type III-B Barricades
R3-1
Type III-B Barricades
XMA-8a
XW20-2
R3-2
XW20-3
DETOURXM4-8a
XM4-10(R)
XW20-3
XM4-10(R)
XW20-2
XW20-3
XW20-3
DETOURDETOUR
ROADCLOSED
TO
THRUTRAFFIC
ROADCLOSED
TO
THRUTRAFFIC
CLOSED
ROAD
CLOSED
ROAD
ROAD
CLOSED
AHEAD
CONSTRUCTION
END
DETOUR
AHEAD
ROAD
CLOSED
AHEAD
CONSTRUCTION
END
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
ROAD
CLOSED
AHEADEND
DETOUR
Construction Area
Type III-A Barricades
B C
C
B
C
B
B
B
XG20-2
XG20-2
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES FOR AN URBAN DETOUR
END
DETOUR
350'
AB
300' 350'
300'350'350'
R11-4
B
E 801-TCDT-02
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
URBAN DETOUR
SEPTEMBER 2017
and legend.
801-TCLG-01 for standard notes
See Standard Drawing E 2.
801-TCDT-04.
B and C see Standard Drawing E
For detour marker assemblies A , 1.
NOTES:
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STATE OF
ANI D G
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/s/ David H. Boruff 04/24/17
/s/ John Leckie 04/25/17
R11-2
R11-4
R11-2
F
A B
C
F
B
Type III-B Barricades
Type III-B Barricades
XMA-8a
XW20-2
R3-2
XW20-3
DETOURXM4-8a
XM4-10(R)
XW20-3
XM4-10(R)
XW20-2
XW20-3
XW20-3
ROADCLOSED
TO
THRUTRAFFIC
ROADCLOSED
TO
THRUTRAFFIC
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
ROAD
CLOSED
AHEAD
CONSTRUCTION
END
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
ROAD
CLOSED
AHEADEND
DETOUR
Construction Area
Type III-A Barricades
E C
C
B
C
C
E
C
XG20-2
XG20-2
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES FOR AN URBAN DETOUR
END
DETOUR
350'
AB
300' 350'
300'350'350'
XM4-10(R)
R11-4
One Way
One W
ay
C
E
CLOSED
ROAD
CLOSED
ROAD
C
E
One W
ay
CONSTRUCTION
END
One Way
B &
B &
DETOUR
DETOUR
E 801-TCDT-03
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2017
URBAN DETOUR WITH ONE-WAY STREETS
and legend.
801-TCLG-01 for standard notes
See Standard Drawing E 2.
Drawing E 801-TCDT-04.
B , C , E and F see Standard
For detour marker assemblies A , 1.
NOTES:
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No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 04/24/17
/s/ John Leckie 04/25/17
STATE HIGHWAY / NUMBERED LOCAL HIGHWAY
XM 4-8
M1-4 or M1-6
XM 4-8
M1-4 or M1-6
XM 4-8
M1-4 or M1-6
DETOUR
MKR
RTE
MKR
RTE
DETOUR
MKR
RTE
NORTH
M1-4 or M1-6MKR
RTE
XM 4-8aDETOUR
A
1
B
2
C
3
D
4
MARKER ASSEMBLY
DIRECTIONAL DETOUR ROUTE
ROUTE MARKER ASSEMBLY
ADVANCE TURN DETOUR
MARKER ASSEMBLY
CONFIRMING DETOUR ROUTE
MARKER ASSEMBLY
END DETOUR ROUTE
M5-1 (L or R)
M6-3 M6-1
M6-1
M3-1 to M3-4
NORTH M3-1 to M3-4 NORTH M3-1 to M3-4
NORTH M3-1 to M3-4
XM 4-8
M1-4 or M1-6
DETOUR
MKR
RTE
E
M6-1
MARKER ASSEMBLY
BI-DIRECTIONAL DETOUR ROUTE
XM 4-8
M1-4 or M1-6
DETOUR
MKR
RTE
F
MARKER ASSEMBLY
CONFIRMING DETOUR ROUTE
BI-DIRECTIONAL
DETOUREND
E 801-TCDT-04
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
DETOUR ROUTE MARKER ASSEMBLIES
SEPTEMBER 2017
NOTES:
advance of the final turn of the detour.
End detour route marker assemblies shall be located 100 ft. to 200 ft. in 4
required turn when directed.
detours. Confirming detour route marker assemblies shall be placed after a
on a rural detour or 0.5 mi. on an urban detour on each leg of such
major intersections, as required, and shall be spaced a maximum of 3 mi.
Confirming detour route marker assemblies shall be located 200 ft. past all 3
in advance of all required turns within the detour limits.
Directional detour route marker assemblies shall be located 100 ft. to 200 ft. 2
after the last cross street prior to the beginning of the detour, as directed.
Advance turn detour route marker assemblies shall be located as shown, or 1
60900348
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STATE OF
ANI D G
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EE
RN
NSIONAL
04/24/17/s/ David H. Boruff
/s/ John Leckie 04/25/17