RURAL DETOUR SEPTEMBER 2017 - IN.gov...m1-4 or m1-6 m1-4 or m1-6 xm 4-8 m1-4 or m1-6 detour mkr rte mkr rte detour mkr rte north mkr m1-4 or m1-6 rte detour xm 4-8a a 1 b 2 c 3 d 4

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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/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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/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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/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

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04/24/17/s/ David H. Boruff

/s/ John Leckie 04/25/17