Attachment_A_-_Specifications.pdf

nsquires Image nsquires Rectangle nsquires Callout Proposed Work Zone - South City Limits of Caldwell to north side of Sixth Ave.

nsquires Text Box Contractor to provide, install and maintain Temporary Traffic Signals for KDOT work zone approximately located between South City Limits of Caldwell north to the north side of the Sixth Ave Intersection. Contractor should also provide, install and maintain applicable temporary work zone signing, channelizers, temporary striping, rumble strips, etc for the temporary signal setup as well as advance work zone signing and road closure signing with adequate number of barricades. All work shall be included in the Bid Item Traffic Control Lump Sum. Contractor shall follow guidance provided in attached Standard Sheets. KDOT is anticipating 1 traffic switch with this work. KDOT is anticipating 4-6 week duration.

15-08001-R04

Sheet 1 of 1

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

Add the following to SECTION 805:

WORK ZONE TRAFFIC CONTROL AND SAFETY

Traffic Control Type: Flagger or Pilot Car

Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE710, TE712, TE720, TE724 and TE730 or TE731.

Traffic Control Type: Temporary Signals (To control two-way traffic on one lane)

Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE710, TE712, TE720, TE730 or

TE731, TE732, TE733 and TE734.

Traffic Control Type: Multi Lane Highway with Lane Closure or Shift

Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE710, TE712, TE722, TE724, TE744, TE746, and TE748.

Traffic Control Type: 4 Lane Highway with Crossover and Head to Head Traffic

Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE710, TE712, TE722, TE744, and (TE740 or TE742) or TE748.

Traffic Control Type: 4 Lane Highway with Construction Traffic Using Median Break

With the permission of the Engineer, construction equipment may use the median crossovers. Provide, erect and maintain all traffic control devices required for the median crossovers that complies with the attached sheet and the applicable Standard Plan Sheets: TE700, TE702, TE704, TE710, TE712, and TE745 at no cost to the KDOT.

Traffic Control Type: Shoofly Diversion

Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE710, TE712, TE736 or TE737.

Traffic Control Type: Sidewalk Closure

Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets: TE700, TE702, TE704, TE705, TE706, TE710, TE712.

NOTE: TE700, TE702, TE704, TE705, TE710, TE712, TE720, TE722, TE724, TE730, TE731, TE732, TE734, TE736, TE737, TE740, TE742, TE744, TE746, TE748 and TE795 were updated for use with this Special Provision.

11/10/25 (NR)

Jan - 26 Letting

12/05/2025

General Notes

Traffic Control

TE700 (1 of 2) less than 100', unless directed by the engineer.

The minim um spacing between signs shall be no

Minim um advance wanring sign spacing (in feet) m aximize visibility.

as approved by the engineer in order to beyond the minim um values in the table above

The spacing between any signs m ay be increased

TYPICAL W ORK ZONE COM PONENTS

are not needed along the tangent barrier section.

W hen concrete barrier system is used, portable channelizing devices

Advanced W arning Area Transition

Area

Activity Area Termination Area

Device

Channelizing is 40 m ph or less) optional if posted speed limit

(sloped concrete treatm ent is

Inertial Barrier System

Barrier System

Concrete Safety

Display

Arrow

Taper

Shoulder

Taper "L" Space

BufferDistance

A

Distance

B

Distance

C

Taper

W ork Space Downstream

(Tem porary)

Pavem ent M arking

Shoulder Taper=1/3 L

Shifting Taper=1/2 L

Width in offset feetW = prior to work starting in M PH

Numericial value of posted speedS =

Minimum length of taper in feetL =W here:

L = W S /60 for speeds of 40 M PH or less

L = W S for speeds of 45 M PH or more

Taper Formulas:

Channelizer Placem ent:

norm ally at right angles to the traffic flow.

(3) Channelizing devices shall be placed for optim um visibility, posted speed limit in m ph prior to work starting.

activity area should not exceed a distance in feet equal to two tim es the

(2) The spacing between devices in the advanced warning area and the the new path. The arrow sign should not be visible to opposing traffic.

(4) Place directional indicator barricades in series to direct traffic onto downward in the direction traffic is expected to pass.

(5) Alternating diagonal orange and white striping m ust slope to work starting.

exceed a distance in feet equal to 1/2 the posted speed limit in m ph prior

(1) The spacing between devices in transition area (taper) should not

SPEED (M PH) **

LENGTH (ft)

425 495

55 60 space upstream of the vehicle constitutes the buffer space.

buffer space. W hen a protection vehicle is placed in advance of the work space, only the

Neither work activity nor storage of equipm ent, vehicles, or m aterial should occur in the work zone com ponents above.

full lane width should be available throughout the length of the buffer space. See typical from the work space, the barrier system shall be considered part of the activity area. A

If tem porary concrete safety barrier system is used to separate approaching traffic

** Posted speed prior to work starting

** Posted speed prior to work starting

** Posted speed prior to work starting

DATE REVISIONS APP'DNO.

12/05/25 Current Release N.J.R.

BY

R.W.B.

T E

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Kansas Departm ent of Transportation

Proj. No.

of

FHW A APPROVAL:

9759008257506756005254503753002251507575

9108407707006305604904203502802101407070

8457807156505855204553903252601951306565

7807206606005404804203603002401801206060

7156606055504954403853302752201651105555

6506005505004504003503002502001501005050

585540495450405360315270225180135904545

34732029326724021318716013310780532740

2652452252041841631431231028261412035

19518016515013512010590756045301530

13512511510494837363524231211025

878073676053474033272013720

13121110987654321

Width of Offset (ft)

(M PH)

Speed**

Taper Length (L) and shifting tapers

A distance of at least 2L should seperate m erging

264015001000EXPRESSW AY/FREEW AY

750750750RURAL (60 M PH OR HIGHER)

500500500RURAL (55 M PH OR LOW ER)

350350350URBAN (45 M PH OR HIGHER)

100100100URBAN (40M PH OR LOW ER)

CBASPEED (M PH)**

Advance W arning Sign Spacing

Buffer Spacing

General Notes

Traffic Control

TE700 (2 of 2) the Tem porary Traffic Control Unit for m ore inform ation at 785-296-3618

5) Alternative tem porary rum ble strip options m ay be available. Please contact

W 8-7 signs. All signs shall be displayed as long as the condition is present.

sign. A W 8-15p m otorcycle plaque shall be used to supplem ent the W 8-15 or

This sign should be placed a "C" distance after the W 20-1 (Road W ork Ahead)

Pavem ent) or W 8-7 (Loose Gravel) sign shall be used on m ainline approaches.

m ade of loose m aterial, or when directed by the engineer, a W 8-15 (Grooved

4) W hen the driving surface open to traffic is milled, or is a tem porary surface vision disabilities.

inform ation devices to provide adequate com m unication to pedestrians with

3c) SIDEW ALK CLOSED CROSS HERE signs shall include audible bicycles are not allowed on Interstate.

placed across the full width of the closed pedestrian facility. Pedestrian and by a person with a vision disability traveling with the aid of a long cane shall be existing pedestrian facility. A pedestrian channelizing device that is detectable and include accessibility features consistent with the features present in the closed, or relocated in a TTC zone, the tem porary facilities shall be detectable

3b) W hen existing pedestrian facilities including transit are disrupted, for pedestrians should be incorporated into the TTC plan.

disabilities. Provisions for effective continuity of accessible circulation paths zone with inform ation in a usable form at for pedestrians with vision provided to assist in guiding road users in advance of and through the TTC

3a) Adequate warning, delineation, and channelization should be zone.

diabilities, and should be provided with acceses and passage through the TTC

3) TTC plans should include bicyclists and pedestrians, including those with and 10' should include restricted roadway signing (W 5-1, W 5-2, W 5-4) according to the currently adopted M UTCD. Lane widths that fall between 11' or as directed by the engineer. A lane width less than 10' should be closed between centerlines of pavem ent m arkings (centerline, edge line and lane line)

2) Minim um Lane Width: Lane widths shall be a minim um of 11', m easured work starting.

designed and installed using the posted/legal speed of the roadway prior to

1) Design Speed: Those items delegated to tem porary traffic control should be railroad devices.

8) Tem porary traffic control signs shall not restrict the m otorist visibilty to and the affected railroad com pany.

tem porary traffic signal will need to be approved by KDOT Traffic engineering

7) W hen Tem porary Traffic Control plans im pact a railroad grade crossing, a potential to cause queing , if so, install "DO NOT STOP ON TRACKS" (R8-8).

6) W hen detour routes im pact railroad grade crossings, verify that there is no

12-05-25 Current Release N.J.R.

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Channelizering Devices

Traffic Control

TE702 (1 of 2) to the traffic side for channelization.

The stripes shall slope downward channelization.

All stripes shall slope downward to the traffic side for

For rails less than 36" long, 4" wide stripes m ay be used.

Location

Item

Portable

Fixed

No

(1)

No

Yes

(2) No

(1)

(2)

G o re s

D e v ic e s

L e a d -i n

Direction Indicator Barricade

Vertical Panels

Conical Delineators

Drums

Type 2 Barricade

Tubular M arkers

Vertical Panels

Yes

Yes Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

YesYesYes

C ro s s -o v e rs

D iv e rs io n s

S h o o fl y

T a n g e n ts

T a p e rs

R a m p s

H e a d

H e a d t o

Id e n ti fi e r

O b je c t

Traffic Cones

No No No

No No

No No No No

NoNo

No No (3) (3) (3) (3) (3) (3)

(3) Daytim e operations only.

(2) M ay be used upon the approval of the engineer.

(1) Not allowed on centerline delineation along freeways or expressways.

No

Min.

36" Min.

24"

Min.

36"

Min.

42"

Min.

36"

W hite

VERTICAL PANELTYPE 2 BARRICADE

DRUM

24" Min.

8" Min.

12" M ax.

6"

6"

Orange

W hite

45°

Orange

W hite

4" 4"

45°

12"

Orange

W hite

4" to 6"

3" M ax.

18"

Min. Orange

4" to 6"

4" to 6"

DELINEATOR

CONICAL

M ax.

12"

(2)

(2)

(2)

(2)

(2)

(2)

(2) (2) (2) Yes

(1)

Yes Yes Yes Yes Yes

Yes Yes

YesYesYesYes

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Kansas Departm ent of Transportation

Channelizing Devices

Traffic Control

TE702 (2 of 2) the m otorist into the intended lane of travel.

The direction indicator barricade shall be used in series to direct

The stripes shall slope downward in the direction traffic is to pass.

6. Use alternating orange/white on interconnected devices.

the alternate path.

having a slope of 12:1 or flatter and having a width equal to paths with a firm, stable, and slip resistant tem porary ram p

5. Treat height differentials > 1/2" in the surfaces of alternate

4. Alternate pathways shall be firm, stable, and slip resistant.

and to provide continuous guidance through or around work.

3. Interconnect pedestrian channelizers to prevent displacem ent continuous walls.

2. Hand trailing edges and detection plates are optional for into the pathway.

1. Support device shall not project beyond the detection plate

Device

Support

Edge

Hand Trailing

2" Min.

2" M ax.

Plate

Detection

Height

8" Min.

38" M ax.

32" Min.

36"42" Min.

TUBULAR M ARKER

DIRECTION INDICATOR BARRICADE

PEDESTRIAN CHANNELIZER

TRAFFIC CONE

36"

24"

12"

8"

4"

4"45°

Orange

W hite

6"

2"

4"

3" to 4"

2" Min.

3"

4"

4"

Orange

W hite

3" to 6"

Orange background

W 1-6 (24"x 12") with

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Closures

Traffic Control

TE704 (1 of 2)

FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (M AINLINE OR SIDE ROAD)

FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS

FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN

Type 3 Barricade

Type 3 Barricades

Com plete Closure

Position)

(Winged

Barricades

Type 3 advance to the R11-2.

provided, add W 20-1 sign in control plans. If no detour as shown on project traffic appropriate detour signing, should be accom panied with

The R11-3a and R11-4 signs

Note: Signs shown for one approach to work zone.

Use R11-3a if 1 Mile or m ore

Use R11-4 if less than 1 Mile or Public Road (typ.)

House, Field Entrance, W ork Space

500' 500'

O R

O R

NOTE:

Note: Sign shown for one approach to intersection (work zone).

Type 3 Barricades

Com plete Closure

S p a c e

1000'500'

W o rk

Side Rd.

Note: Signs shown for one approach to work zone.

Type 3 Barricades

Com plete Closure

(Staggered Position)

Type 3 Barricades or Field Entrance

Last Access for House

Space

500'500'

O R

W ork

(Typ.)

House or Field Entrance x

W

-3 x

W

-3 x

R

-2 x

R

-4 x

R -3 a x

W

-1 x

K G

-2 x

W

-3 x

W

-3

48"X 30"

R11-2

48"x 30"

R11-2 x

R

-2 x

R

-4 x

R -3

A

M ileage)

Mile (No Decim al4

Length to the Nearest

Use R11-3a if 1 Mile or m ore

Use R11-4 if less than 1 Mile Type 3 Barricade

Mileage)

Mile (No Decim al4

Length to the Nearest

S id e R d

S id e R d

LEGEND

Type 3 Barricade

Channelizing Device

LEGEND

LEGEND

A

See Note

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Kansas Departm ent of Transportation

R O

A D

C L O S E D

L O C A L

T R

A F F

IC

O N L Y

R O

A D

C L

O S

E D

T H

R U

T R

A F F

IC

R O

A D

C L O S E D

T O

R O

A D

C L

O S

E D

F T

R O

A D

C L

O S

E D

F T

ROAD

CLOSED

ROAD

CLOSED

R O A D

A H E A D

W O

R K

E N

D

R O

A D

W O

R K

R O

A D

C L O S E D

L O C A L

T R

A F F

IC

O N L Y

R O

A D

C L

O S

E D R O

A D

C L

O S

E D

F T

R O

A D

C L

O S

E D

F T

R O

A D

C L O S E D

L O C A L

T R

A F F

IC

O N L Y

M

IL

E S

A H E A

D X

X

R O

A D

C L O S E D

L O C A L

T R

A F F

IC

O N L Y

M

IL

E S

A H E A

D X

X

Closures

Traffic Control

TE704 (2 of 2)

45°

TYPE 3 BARRICADE WITH LIGHTS

48" Min.

12" M ax.

8" Min.

Min.

5'

OrangeW hite

M ounted to the Vertical Post (Typ.)

Type "A" Low Intensity W arning Light

20"

20"

6" 6" near each outside corner of the end barricades.

low intensity warning light shall be m ounted to the vertical post

W hen barricades are placed end-to-end or staggered, a Type "A" three rails.

m ore than 50% of the top two rails or 33% of the total area of the

Approved signs m ounted on Type 3 barricades should not cover the R11-3a or R11-4 sign where applicable.

The words "BRIDGE OUT" (or BRIDGE CLOSED) m ay be substituted for the words "ROAD CLOSED" on distance to the point of com plete closure of the roadway is 1 mile or greater.

The R11-3a (ROAD CLOSED # MILES AHEAD LOCAL TRAFFIC ONLY) sign shall be used when the used when the distance to the point of com plete closure of the roadway is less than 1 mile.

The R11-4 (ROAD CLOSED TO THRU TRAFFIC or ROAD CLOSED LOCAL TRAFFIC ONLY) sign shall be com pletely close the roadway.

end-to-end Type 3 barricades shall be placed just beyond the last access point in the work zone, to shall be longitudinally staggered to m aintain the appearance of a closed roadway. A second line of

As shown in Figure 3, when local traffic m ust be allowed access into the work zone, Type 3 barricades sign shall be used with Type 3 barricades (winged position), placed on the shoulders of roadway.

TRAFFIC ONLY) or R11-4 (ROAD CLOSED LOCAL TRAFFIC ONLY or ROAD CLOSED TO THRU TRAFFIC) location where the roadway is com pletely closed, the R11-3a (ROAD CLOSED # MILES AHEAD LOCAL

As shown in Figure 1, at the point where thru traffic m ust detour and local traffic can proceed to the

ROAD CLOSED GENERAL NOTES

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Kansas Departm ent of Transportation

Access Through The W ork Area

Traffic Control

TE705 (1 of 2)

FIGURE 3: LOW VOLUM E ENTRANCE CONTRUCTED HALF AT A TIM E

FIGURE 2: SIDE ROAD OR ENTRANCE OPEN THROUGH W ORK AREA

FIGURE 1: SIDE ROAD OR ENTRANCE CLOSED THROUGH W ORK AREA

W ork SpaceW ork Space

S id e R d

W ork SpaceW ork Space

S id e R d

W ork SpaceW ork Space

E N

T R

A N

C E

Type 3 Barricades

Channelizing Device

Existing

Type 3 Barricades

Channelizing Device

Type 3 Barricades

Channelizing Device and use figure 4 as needed

Note: Consider large vehicles m aking right turns into and out of entrance

Cover or Rem ove

30"x 30"

R1-1

Cover or Rem ove

LEGEND

LEGEND

LEGEND

Red Type "B" High Intensity W arning Light

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Kansas Departm ent of Transportation

ROAD

CLOSED

ROAD

R11-2

STOP R1-1

STOP

R11-2

STOP R1-1

Access Through The W ork Area

Traffic Control

TE705 (2 of 2)

W ork SpaceW ork Space

S id e R d

Type 3 Barricades

Existing

Type 3 Barricades

Channelizing Device

Tem porary widening

Existing

Cover or Rem ove

30"x 30"

R1-1

30"x 30"

R1-1

W ork SpaceW ork Space

FIGURE 5: SIDE ROAD OPEN THROUGH W ORK AREA ON DIVIDED ROADW AY

FIGURE 4: SIDE ROAD OR ENTRANCE CONSTRUCTED HALF AT A TIM E:

TW O W AY TRAFFIC REQUIRED

30"x 30"

R1-1 x

R

-2 x

R

-2

30"x 30"

R1-1

Stop signs shown in the figures above

Note: Yield signs shall be treated as

S id e R d

S id e R d

LEGEND

LEGEND

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Kansas Departm ent of Transportation

STOP

STOP R1-1

COVER OR REM OVE

STOP

STOP

R O

A D

C L

O S

E

DR

O A

D

C L

O S

E D

Sidewalk Closures

Traffic Control

TE706 (2 of 2)

DETECTABLE BARRICADE

32" Min.

2" M ax.

6" Min.

Location

Audible Device with M otion Detection

Orange Rail

W hite Rail width of the closed sidewalk.

disability traveling with the aid of a long cane shall be placed across the full

6. A pedestrian channelizing device that is detectable by a person with a vision

Barricades.

and PEDESTRIAN DETOUR signs along with audible devices shall be installed on Detectable

5. SIDEW ALK CLOSED CROSS HERE, SIDEW ALK CLOSED AHEAD CROSS HERE,

4. Do not use warning lights on audible devices.

3. Do not use warning lights on pedestrian barricades.

2. Barricades shall be used to close the entire width of the pathway.

1. Support device shall not project beyond the detection plate into the pathway.

from any existing signs.

ROAD W ORK AHEAD and END ROAD W ORK signs shall be a minim um of 100' approved by the Engineer.

Audible Device (with m otion detection) shall be installed per m anufacturer and pedestrians with vision disabilities.

include audible inform ation devices to provide adequate com m unication to

All SIDEW ALK CLOSED CROSS HERE, and PEDESTRIAN DETOUR signing shall applicable traffic control layout sheet and KDOT Standards.

If TTC for the pedestrian facility encroaches on the roadway, use the minim um area with a 2% or flatter cross-slope.

a slip-resistant surface. The ram p landing area shall provide a 48" x 48"

W hen used, tem porary ram ps shall provide a 12:1 (8.33%) or flatter slope, with soft or uneven ground or hazard as approved by the Engineer.

Tem porary walkway surface shall provide adequate support to cover rough, features consistent with the currently adopted M UTCD.

zone, the tem porary facilities shall be detectable and include accessibility

W hen existing pedestrian facilities are disrupted, closed, or relocated in a TTC

NOTE: LEGEND

Pedestrian Barricade

Audible Device (with m otion detection)

Pedestrian Channelizer

Pedestrian Ram p

Detectable Surface

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Kansas Departm ent of Transportation

Sidewalk Closures

Traffic Control

TE706 (1 of 2)

WITH EXISTING OPPOSITE SIDEW ALK AVAILABLE

FIGURE 1: TYPICAL SIGNING FOR CLOSED SIDEW ALK

W ork Space

WITH TEM PORARY SIDEW ALK CROSSINGS

FIGURE 2: TYPICAL SIGNING FOR CLOSED SIDEW ALK

W ork Space

Existing Sidewalk

E n tr a n c e o p e n t o t ra ff ic

WITH FOUR LANE OR TW O LANE WITH PARKING

FIGURE 3: TYPICAL SIGNING FOR CLOSED SIDEW ALK

Existing Sidewalk

W ork Space

Tem porary Sidewalk

Existing Sidewalk

E n tr a n c e o p e n t o t ra ff ic

T e m p o ra ry S id e w a lk

Detectable SurfaceDetectable Surface

Tem porary W alkway Surface

60" Minim um Width

Tem porary W alkway Surface

60" Minim um Width

Tem porary Ram ps

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Kansas Departm ent of Transportation x

R -9

S

ID

E W

A L

K

C L

O S

E D x

R -9

S

ID

E W

A L

K

C L

O S

E D x

R -9

S

ID

E W

A L

K

C L

O S

E D24"x 12"

R9-9

24"x 12"

R9-11a

DETOUR

30"x 24"

M 4-9bR x

R -1

S

ID

E W

A L

K

C L

O S

E D x

R -9

S

ID

E W

A L

K

C L

O S

E D x

R -9 x

R

-1

L S

ID

E W

A L K

C L O S E D

C R O S S

H E R E

A H E A

D

D E T

O U

R x

M

-9 b

R D

E T

O U

R x

M

-9 b

R

DETOUR

30"x 24"

M4-9bL

DETOUR

30"x 24"

M4-9bR

D E T

O U

R x

M

-9 b

R

D E T

O U

R x

M

-9 b

L

DETOUR

30"x 24"

M4-9bR

DETOUR

30"x 24"

M4-9bL

D E T

O U

R x

M

-9 b

R x

R

-1 a x

R

-1

R S

ID

E W

A L K

C L O S E D

C R O S S

H E R E

A H E A

D S

ID

E W

A L K

C

O S E D

U S E

O T H E R

S

ID

E

S

ID

E W

A

O S E D

U S E

O T H E R

S

ID

SIDEWALK

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

USE OTHER SIDE

24"x 12"

R9-10

Sign Inform ation

Traffic Control

TE710 (1 of 2)

KG20-2

KM 4-2OP

KG20-5

3" C

48"x 12"

6" C

48"x 24"

6" C

Std. Size Expwy/Freeway

24"x 6"

48"x 24"

6" C

SIGN LAYOUT INFORM ATION

Expwy/Freeway

Std. Size

Expwy/Freeway

Std. Size

(Special Sign)

SP-01

(Special Sign)

SP-02

6" C

48"x 48"

Expwy/Freeway

Std. Size

96" x 30"

12" D

Expwy/Freeway

Std. Size

7" C

48"x 48"

Expwy/Freeway

Std. Size

KE5-25P

KW 21-26

KW 21-25

KR2-11

6" C

24"x 48"

Expwy/Freeway

Std. Size

48"x 36"

8" D

Expwy/Freeway

Std. Size

KR2-6

Std. Size

Expwy/Freeway

18" Shield

36" Shield

6" CUppercase:

Lowercase: 4.5" C

10" DUppercase:

Lowercase: 8" D

10" D

6" C

Std. Size

Expwy/Freeway

18" Shield

36" Shield

.d g n

F il e

Kansas Departm ent of Transportation signs m ust have upper and lower case letters.

All city nam es and street nam es on special signs and destination on all Special signs.

Routes need to be shown using correct Shield

NORTH

FOLLOW DETOUR

CLOSED

END

ROAD WORK

CLOSED

75 CLOSED

NORTH OF Topeka

FOLLOW DETOUR

TRUCKS

EXITING

ENTERING AND

AHEAD

sign is used in a W ork Zone.

KR2-11 sign shall be used whenever KR2-6

TRUCKS

TURNING

AHEAD

PILOTCAR

IAW T ROF

WORK ZONE

FINES

DOUBLE

DOUBLE

FINES END

Sign Inform ation

Traffic Control

TE710 (2 of 2)

Bottom

Face of

F ro m T o p

Roadway

M in o f

C u rb of Sign

Curb

* 2' Min.

2. With the engineer's approval, use acceptable alternative sign stands.

1. Shift the sign location. Do not violate minim um sign spacing.

In the case of hitting rock when driving posts

Flag

Flag Staff

Sign Post

Light M ounted to Action W arning

Type "A" Low Intensity W arning

65°

45° to

65°

45° to

URBAN

back of curb.

walkway nor shall it project beyond the the sign and shall not protrude into the the pedestrian pathway to the bottom of minim um of 2' m easured from the top of

6) Pedestrian detour signing shall be a minim um of 7' above the ground.

breakaway posts shall be m ounted a

50 square feet installed on m ultiple

5) Large signs having an area exceeding not overlap each other.

near edge of the pavem ent. Signs shall m easured from the bottom of sign to the m ounted below another sign m ay be 6'

4) The height from of the secondary sign facilities.

project m ore than 4" into pedestrian

3) Signs m ounted lower than 7' should not traffic.

areas designated for pedestrian or bicycle supports shall be located on sidewalks or

2) Neither portable nor perm anent sign sign to the near edge of the pavem ent.

height of 7' m easured from the bottom of

1) Signs shall be m ounted at a minim um signs.

m ounting height for shoulder m ounted the gaurd rail shall be the sam e as the

2) The m ounting height for signs behind the guard rail.

sign post shall not be located within 5' of beyond the back side of the guard rail. The

1) The edge of the sign is not to extend

5'

Min.

Bottom

Min.

6' - 12'

M in

S h o u ld e r

E d g e f

6'

Roadway

Traveled W ay

Edge of of Sign

RURAL

shall not overlap each other.

the near edge of the pavem ent. Signs m easured from the bottom of the sign to m ounted below another sign m ay be 4'

3) The height of the secondary sign minim um of 7' above the ground.

breakaway posts shall be m ounted a

50 square feet installed on m ultiple

2) Large signs having an area exceeding pavem ent.

near edge of the m easured from the bottom of sign to the m ounted at a minim um height of 5'

1) Ground-m ounted signs shall be

.d g n

.d g n F il e

Kansas Departm ent of Transportation

Guard Rail

Nose of

50'

100'

NO SIGN PLACEM ENT AREA

Sign Posts

Traffic Control

TE712 (1 of 3)

44" Min.

44" Min.

at Ground Level

Install Corner Bolt

Ground Line

Ends and at

Bolt at Both

Install Corner

Gap

8" Min.

Telescoping P.S.S.T. DetailP.S.S.T. Detail

6" Min.

Length

Splice

18" Min.

Sign Post

Ground Line

AA

6"

B B

Ground Line

Sign Post

Section A-A

Sign Post

Section B-B

Sleeve

Post Anchor

Sign Post

Post Anchor or Com pacted Fill

Undisturbed Earth or Com pacted Fill

Undisturbed Earth

Sleeve

Post Anchor

PERFORATED SQUARE STEEL TUBE (P.S.S.T.) POST SETUP

Post Anchor

Post Anchor Post Anchor

Place bolts in the sam e corner along each sign post.

" M ax.2 11 " M ax.2

Corner Bolt

" Std.16

Jam Nut

" Hex16

Corner Bolt

" Std.16

Jam Nut

" Hex16

" sign posts2 1", or 2 4

1Details for 2", 2

.d g n

F il e

Kansas Departm ent of Transportation

Traffic Control

TE712 (2 of 3)

4" M ax.

Section A-A Section B-B

Front Elevation

"2

"2

"2 than 9' in width shall use a m axim um of two wood posts.

4' between the centerline of each post. All signs less or m ore wood posts should be used with a minim um of

W hen the sign width is equal to or greater than 9', three on wood posts.

All Special signs larger than 16 sq. ft. Shall be installed

4" x 4" W ood Post in Soil 4" x 6" W ood Post in Soil

Traffic

Direction of

Traffic

Direction of

42" Min.

ì Post = ì Footing

3"

42" min.

3"

BB

AA

Side ElevationSide Elevation

Ground Line Ground Line

W ood Post

Treated

4" x 4" or Com pacted Fill

Undisturbed Earth

W ood Post

Treated

4" x 6" or Com pacted Fill

Undisturbed Earth

SETUP

W OOD POST

"4

"2 114 Hole

Dia.

" 2

"2 15 "2 at 6" Centers

" Dia. Holes8 at 6" Centers

" Dia. Holes8

.d g n

F il e

Kansas Departm ent of Transportation

Traffic Control

TE712 (3 of 3)

Section A-A

D ir e c ti o n o f T r a v e l

Stub

Sign Post

Spacer between the spliced pieces of U-Channel.

Use m anufacturer recom m ended spacers over the bolts nearest the ends of the splice.

Place two bolts at both ends of the splice through the holes

Notes:

Length

Stub Post

84" Min.

of Stub)

Non-Im pacting Side

(Splice Post to

Sign Post

SETUP

3 LB/F U-CHANNEL

Lap Splice

18" Min.

Line (Im pact Side) of Splice to Ground

24" Min. from Bottom

42" Min.

AA

Bottom of Sign Post

Ground Line Ground Line

Stub post

Bottom of Stub

Top of Stub

Ends of the Splice

Install Bolts at Both or Com pacted Fill

Undisturbed Earth

.d g n

F il e

Kansas Departm ent of Transportation

12/05/2025 Undivided Roadway

Shoulder W ork

Traffic Control

TE720 (1 of 1)

S p a c e

B u f f e r

O N

S H

O U

L D

E R

W rk

S p a c e

L /3

S h o u ld e r

S h o u ld e r

A /2

A /2

48"x 48"

W 21-5

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

A

48"x 48"

W20-1

48"x 48"

W20-1

48"x 36"

KR2-6

48"x 12"

KM4-20P

A

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

A th e O

N S

H O

U L

D E

R d e ta il

If w o rk v e h ic le s o r e q u ip m e n t o n t h e s h o u ld e r s h o u ld u s r q u ir e d

If t ra v e le d l a n e i s e n c ro a c h e d u p o n a L a n e C lo s u re s h a ll b is u s e d h ig h -i n te n s it y r o ta ti n g fl a s h in g o s c il la ti n g o r s tr o b e l ig h ts c a n n e li z in g d e v ic e s m a y b e e li m in a te d i f a v e h ic le w it

F r o p e ra ti o n s o f m in u te s o r le s s a ll s ig n s a d ts id e o f th e c le a r z o n e

N o t ra ff ic c o n tr o l is r e q u ir e d i f th e W o rk

S p a c e i s l o c a te

N te s

C h a n n e li z in g D e v ic e

A h e a d f t, o r

M il

O m it t a p e r if p a v e d s h o u ld e r is l e s s t h a n w id e

O F

F S

H O

U L

D E

R W

IT

H

IN

T

H E

C L

E A

R Z

O N

E n t o n t h e s h o u ld e r s h o u ld u p o n a

L a n e C lo s u re s h a ll in g o s c il la ti n g o r s tr o b e l ig li m in a te d i f a v e h ic le w it r le s s a ll s ig n s a i th e W o rk

S p a c e i s l o c a

W a c e

S h o u ld e r

S h o u ld e r

A A

/2

48"x 48"

W 20-1

48"x 36"

KR2-6

48"x 12"

KM 4-20P

48"x 24"

KG20-2

48"x 24"

KR2-11

.d g n

.d g n F il e

Kansas Departm ent of Transportation

SHOULDER

WORK

END

ROADWORK

DOUBLE

FINES END

END

ROAD WORK

DOUBLE

FINES END

ROAD

WORK

WORKZONE

FINES

DOUBLE

WORK ZONE

FINES

DOUBLE

ROAD

WORK

WORK ZONE

FINES

DOUBLE

END

ROAD WORK

12/05/2025 Divided Roadway

Shoulder W ork

Traffic Control

TE722 (1 of 1)

S p a c e

B u f f e r

O N

S H

O U

L D

E R

W o rk S p a c e

S h o u ld e r

S h o u ld e r

L /3

B A

' 48"x 48"

W 21-5A

24"x 18"

W 7-3A

48"x 48"

W 20-1

48"x 48"

W 21-5B

A A

/2

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 12"

KM 4-20P

48"x 36"

KR2-6

re q u ir e d

If t ra v e le d l a n e i s e n c ro a c h e d u p o n a

L a n e C lo s u re s h a ll fl a s h in g o s c il la ti n g o r s tr o b e l ig h t is u s e d d e v ic e s m a y b e e li m in a te d i f a v e h ic le w it h a h ig h -i n te n s it y r o ta ti n g

F o r o p e ra ti o n s o f m in u te s o r le s s a ll s ig n s a n d c h a n n e li z th c le a r z o n e

N o t ra ff ic c o n tr o l is r e q u ir e d i f th e W o rk

S p a c e i s l o c a te d o u ts id e o f e a c h d ir e c ti o n o f tr a ff ic a c c o rd in g t o t h is s ta n d a rd

F o r w o rk i n t h e m e d ia n in s ta ll s ig n s a n d c h a n n e li z in g d e v ic e s f o r

N o te s

C h a n n e li z in g D e v ic e

L e n g th t o t h e N e a re s t

W h o le

M il e

A h e a d f t, o r M il e

M il e ½

A h e a d f t, f t o r

E li m in a te

W

-3 a i f s h o u ld e r is c lo s e d f o r le s s t h a n m il e s

O m it t a p e r if p a v e d s h o u ld e r is l e s s t h a n w id e

O F

F S

H O

U L

D E

R W

IT

H

IN

T

H E

C L

E A

R Z

O N

E

W o rk S p a c e

S h o u ld e r

S h o u ld e r

A

48"x 48"

W 20-1

48"x 12"

KM 4-20P

A A

/2

48"x 36"

KR2-6

48"x 24"

KG20-2

48"x 24"

KR2-11

.d g n

F il e

Kansas Departm ent of Transportation

NEXT

X MILES

RIGHT

SHOULDER

CLOSED

RIGHT

SHOULDER

CLOSED

ROAD

WORK

WORK ZONE

FINES

DOUBLE

END

ROAD WORK

DOUBLE

FINES END

ROAD

WORK

WORK ZONE

FINES

DOUBLE

END

ROAD WORK

Lane Shift

Traffic Control

TE724 (1 of 1)

48"x 48"

W 1-4L

24"x 30"

R2-1

24"x 6"

KM 4-20P

24"x 24"

W13-1

48"x 48"

W1-4L

24"x 24"

W13-1

48"x 48"

W1-4R

24"x 30"

R2-1

24"x 6"

KM4-20P

48"x 48"

W3-5

48"x 48"

W20-1

36"x 48"x 48"

W14-3

24"x 30"

R2-1

24"x 30"

R2-1

24"x 24"

W 13-1

48"x 48"

W 1-4R

36"x 48"x 48"

W 14-3

24"x 24"

W 13-1

48"x 48"

W 20-1

48"x 48"

W 3-5

A /2

A /2

B /2

A C

B /2

A C

/2

L

/2 L

B /2

B /2

S o li d W h it e E d g e L in e

W o rk

S p a c e

D o u b le

Y e ll o w

C e n te rl in e

A /2

A /2

A

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

A /2

A /2

48"x 36"

KR2-6

48"x 12"

KM4-20P

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

O R x

W

-1

R x

W -1

L u s e d u s e i n p la c e o f th e f ir s t

W

-4 a n d e li m in a te t h e s e c o n d d is ta n c e b e tw e e n t w o r e v e rs e c u rv e s i s l e s s t h a n f t.

I f

O n e W

-1 s h o u ld b e u s e d p e r a p p ro a c h w h e re t h e t a n g e n t

T y p e

A L o w

I n te n s it y W a rn in g

L ig h t

C h a n n e li z in g D e v ic e

T y p e

B a rr ic a d e s

A h e a d f t, o r

M il e

S p e e d t o b e D e te rm in e d b y t h e E n g in e

.d g n

F il e

Kansas Departm ent of Transportation

WORK ZONE

NO

PASSING

ZONE

WORKZONE

NO

PASSING

ZONE

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT SPEED

LIMIT

SPEED

LIMIT

M.P.H.

M.P.H.

M.P.H.

M.P.H.

ROAD

WORK

ROAD

WORK

WORK ZONE

FINES

DOUBLE

WORKZONE

FINES

DOUBLE

END

ROAD WORK

DOUBLE

FINES END

END

ROADWORK

DOUBLE

FINES END

m p h b e lo w t h e p o s te d s p e e d

O m it W

-1 p la q u e i f th e a d v is o ry s p e e d i s l e s s t h

Flagger or Pilot Car

Traffic Control

TE730 (1 of 2)

A B

/2 B

/2 B

/2 B

/2 C

B

B /2

B /2

B /2

B /2

A C

B

48"x 48"

W20-7

48"x 48"

W 20-7

A

48"x 48"

W20-7

48"x 48"

W3-4

48"x 48"

W3-5

48"x 48"

W20-1

48"x 48"

W20-4

24"x 30"

R2-1

36"x 48"x 48"

W14-3

24"x 30"

R2-1

48"x 48"

W 3-4

48"x 48"

W 3-5

48"x 48"

W 20-4

48"x 48"

W 20-1

24"x 30"

R4-1

24"x 30"

R2-1

24"x 6"

KM 4-20P

24"x 6"

KM4-20P

24"x 30"

R2-1

24"x 30"

R4-1

S p a c e

B u f f e r to

A /2

A /2

F L

A G

G n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n

C h a n n e li z in g D e v ic e s o n

R a il ro a d w it h G a te

A rm s

C e n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n

C h a n n e li z in g D e v ic e s o n

(as Required)

Flagger

Flagger

Flagger

W o rk

S p a c e

A A

/2

48"x 36"

KR2-6

48"x 12"

KM 4-20P

A /2

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

A

48"x 36"

KR2-6

48"x 12"

KM4-20P

36"x 48"x 48"

W 14-3 c r o s s in g re ro u te d i n a c o u n te rf lo w d ir e c ti o n a c ro s s a n a t-g ra d e w it h in ft o f th e n e a re s t ra il a n d a n y ti m e t ra ff ic i s

A r a il ro a d f la g g e r s h a ll b e p re s e n t a n y t im e w o rk i s q u e u in g i n s ta ll

D O

N O

T S

T O

P O

N T

R A

C K

S

R -8

I f

T ra ff ic

C o n tr o l

P la n h a s t h e p o te n ti a l to c a u ti e s ra il ro a d c ro s s in g t o p re v e n t q u e u in g o n t h e t ra c k s a t ll

R o a d w a y f la g g e r( s s h a ll b e s ta ti o n e d u p s tr e a m o f th e

H ig h w a y -R a il g ra d e c ro s s in g s s h a ll p ro v id e t h e f o ll o w in g

T e m p o ra ry

T ra ff ic

C o n tr o l in p ro x im it y o f e li m in a te b o th t h e l e a d i n c h a n n e li z e rs a n d t h e r u m b le s tr ip s c ir c u m s ta n c e s e x is t, t h e A re a E n g in e e r m a y e le c to in c lu d in g p a v e d s h o u ld e rs

W h e n e x te n u a ti a n n e li z in g d e v ic e s w h e n t h e r o a d w a y i s l e s s t h a n o r e q u a l

T e m p o ra ry r u m b le s tr ip s m a y b e u s e d i n l ie u o f le a d tw e e n F la g g e r s ta ti o n s

E x is ti n g s ig n s s h a ll n o t b e c o v e re d o r re m o v ro d t h a t is c o n tr o ll e d b y a F la g g e r.

E n g in e e r.

P la c e a

W

-7

F la g g e r s y m b o l) s ig n o n e a c h s id o r s id e r o a d i n te rs e c ti o n s s h a ll b e d e te rm in e d b y t tr c k s t o t h e l e ft o f th e g a te a rm

T h e n e e d f o r a F la g g e r a t a n d g a te s i n t h e w o rk s p a c e t o c o n tr o l tr a ff ic c ro s s in g t rs e c ti o n s a n d a t-g ra d e r a il ro a d i n te rs e c ti o n s w it h l ig

P la c e a

F la g g e r a t a ll h ig h w a y a n d m a jo r c o ll e c to r tr u c k s m a y b e a ll o w e d t o m o v e a ro u n d t h e F la g g e r.

a t th e F la g g e r.

A ft e r s to p p in g u p o n a p p ro v a l o f th e E n g in e r, te s

T ru c k s h a u li n g m a te ri a l to t h e p ro je c t s h o u ld S

T

IT

H C

O N

C R

E T

E S

H O

U L

D E

R S

G R

E A

T E

R T

H A

N

F T

U S

E T

E

F O

R F

L A

G G

E R

O R

P

IL

O T

C A

R O

N R

O A

D W

A Y

L L

E C

T O

R A

P P

R O

A C

H T

O W

O R

K S

P A

C E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

H

IG

H W

A Y

O R

M A

JO

R

W o rk

S p a c e

A x

W -1 x

K G

-2

A x

W -7

S p e e d t o b e D e te rm in e d b y t h e E n g in e e r

T e m p o ra ry

P o rt a b le R u m b le

S tr ip s

A h e a d f t, o r M il e

C h a n n e li z in g D e v ic e

T y p e

A L o w

I n te n s it y W a rn in g

L ig h t

M il e

A h e a d f t, f t, o r in te r v a ls

M in im u m s ix c h a n n e li z e rs s p a c e d a t th e R

-1 a n d W

-4 o n e a c h a p p ro a c h b e tw e e n t h e W

-1 a n d

W

-4 a n d o n e s e t b e tw e ti o n a l ru m b le s tr ip s m a y b e p la c e d

O n e s

.d g n

F il e

Kansas Departm ent of Transportation

DO

NOT

PASS

PREPARED

TO STOP

BE

WORK ZONE

NO

PASSING

ZONE

DO

NOT

PASS

PREPARED

TOSTOP

BE

WORKZONE

NO

PASSING

ZONE

ROAD

WORK

ONE LANE

ROAD

ONE LANE

ROAD

ROAD

WORK

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

FINES

DOUBLE

WORK ZONE

END

ROADWORK

DOUBLE

FINES END

END

ROAD WORK

DOUBLE

FINES END

FINES

DOUBLE

WORKZONE

E N

D

R O

A D

W O

R K

S T O P

R O

A D

W O

Traffic Control

TE730 (2 of 2)

F L

A G

G E

R A

N D

P

IL

O T

C

B /2

B /2

B /2

B /2

B A

B A

48"x 48"

W20-7

48"x 48"

W 20-7

A

48"x 48"

W 20-7

48"x 48"

W3-4

48"x 48"

W20-4

36"x 48"x 48"

W 14-3

36"x 48"x 48"

W14-3

48"x 48"

W 20-4

48"x 48"

W 20-1

24"x 30"

R4-1

24"x 30"

R4-1

S p a c e

B u f f e r

48"x 48"

W20-1

C

C to

A /2

A /2

48"x 48"

W 3-4

R a il ro a d w it h G a te

A rm s

C e n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n C h a n n e li z in g D e v ic e s o n

C e n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n C h a n n e li z in g D e v ic e s o n

(as Required)

Flagger

Flagger

Flagger

W o rk S p a c e

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 36"

KR2-6

48"x 12"

KM4-20P

A c r o s s in g re ro u te d i n a c o u n te rf lo w d ir e c ti o n a c ro s s a n a t-g ra d e w it h in ft o f th e n e a re s t ra il a n d a n y ti m e t ra ff ic i s

A r a il ro a d f la g g e r s h a ll b e p re s e n t a n y t im e w o rk i s q u e u in g i n s ta ll

D O

N O

T S

T O

P O

N T

R A

C K

S

R -8

I f

T ra ff ic

C o n tr o l

P la n h a s t h e p o te n ti a l to c a u e s ra il ro a d c ro s s in g t o p re v e n t q u e u in g o n t h e t ra c k s a t

R o a d w a y f la g g e r( s s h a ll b e s ta ti o n e d u p s tr e a m o f th e

H ig h w a y -R a il g ra d e c ro s s in g s s h a ll p ro v id e t h e f o ll o w in g

T e m p o ra ry T ra ff ic C o n tr o l in p ro x im it y o f e li m in a te b o th t h e l e a d i n c h a n n e li z e rs a n d t h e r u m b le s tr ip s c ir c u m s ta n c e s e x is t, t h e A re a E n g in e e r m a y e le c in c lu d in g p a v e d s h o u ld e rs

W h e n e x te n u a ti a n n e li z in g d e v ic e s w h e n t h e r o a d w a y i s l e s s t h a n o r e q u a l

T e m p o ra ry r u m b le s tr ip s m a y b e u s e d i n l ie u o f le a d tw e e n F la g g e r s ta ti o n s

E x is ti n g s ig n s s h a ll n o t b e c o v e re d o r re m o v d t h a t is c o n tr o ll e d b y a F la g g e r.

E n g in e e r.

P la c e a

W

-7

F la g g e r s y m b o l) s ig n o n e a c h s o r s id e r o a d i n te rs e c ti o n s s h a ll b e d e te rm in e d b y t c k s t o t h e l e ft o f th e g a te a rm

T h e n e e d f o r a F la g g e r a t a n d g a te s i n t h e w o rk s p a c e t o c o n tr o l tr a ff ic c ro s s in g t rs e c ti o n s a n d a t-g ra d e r a il ro a d i n te rs e c ti o n s w it h l ig c e a

F la g g e r a t a ll h ig h w a y a n d m a jo r c o ll e c to r tr u c k s m a y b e a ll o w e d t o m o v e a ro u n d t h e F la g g e r.

a t th e F la g g e r.

A ft e r s to p p in g u p o n a p p ro v a l o f th e E n g in e te s

T ru c k s h a u li n g m a te ri a l to t h e p ro je c t s h o u ld S

T

IT

H C

O N

C R

E T

E S

H O

U L

D E

R S

G R

E A

T E

R T

H A

N

F T

U S

E T

E

F O

R F

L A

G G

E R

O R

P

IL

O T

C A

R O

N R

O A

D W

A

L L

E C

T O

R A

P P

R O

A C

H T

O W

O R

K S

P A

C E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

H

IG

H W

A Y

O R

M A

JO

R

W o rk S p a c e

A x

W -1 x

K G

-2

A x

W -7

S p e e d t o b e D e te rm in e d b y t h e E n g in e e r

T e m p o ra ry P o rt a b le

R u m b le

S tr ip s

A h e a d f t, o r M il e

C h a n n e li z in g D e v ic e

T y p e

A L o w

I n te n s it y W a rn in g L ig h t

M il e

A h e a d f t, f t, o r in te r v a ls

M in im u m s ix c h a n n e li z e rs s p a c e d a t th e R

-1 a n d W

-4 o n e a c h a p p ro a c h b e tw e e n t h e W

-1 a n d

W

-4 a n d o n e s e t b e tw e ti o n a l ru m b le s tr ip s m a y b e p la c e d

O n e s e t

W o rk S p a c e

A x

W -1 x

K G

-2 x

K G

-5 x

R

-1

A P

P R

O A

C H

T O

W O

R K

S P

A C

E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

A M

IN

O

R S

ID

E

R O

A D

N o t re q u ir e d o n s u b s ta n ti a l m a in te n a n c e p ro je c ts

R th e e x is ti n g s to p s ig n p o s t.

m o u n te d o n a n a p p ro v e d p o rt a b le s u p p o rt a n d n o t a tt a c h e d e K

G -5

W

A

IT

F O

R P

IL

O

T C

A R s ig n s h a ll re i s n o p il o t c r.

s to p s ig n

T h e s ig n s h o u ld b e r e m o v e d o r c o v e re d w h e x is ti n g s to p s ig n a m in im u m o f b e lo w t h e b o tt o m o f

T h e K

G

-5 s ig n s h a ll b e p la c e d i m m e d ia te ly i n f ro n t

.d g n

F il e

Kansas Departm ent of Transportation

NOT

PASS

NO

PASSING

ZONE

DO

NOT

PASS

PREPARED

TOSTOP

BE

NO

PASSING

ZONE

PREPARED

TO STOP

BE

ONE LANE

ROAD

ROAD

WORK

ROAD

WORK

ONE LANE

ROAD

FINES

DOUBLE

WORK ZONE

END

ROAD WORK

DOUBLE

FINES END

END

ROADWORK

DOUBLE

FINES END

FINES

DOUBLE

WORKZONE

E N

D

R O

A D

W O

R K

S T O P

R O

A D

W O R K

E N

D

R O

A D

W O

R K

P

IL

O T

C A

R

I A

W T

R O

F

S T O P

R O

A D

W O

12/05/2025 Concrete Shoulders > 8 FT

Traffic Control

TE731 (1 of 2)

A

A

B

/2 B

/2 B

/2 C

B /2

B /2

B /2

B /2

C B

/2 B

/2 B

/2

L /2

48"x 48"

W 20-7

48"x 48"

W20-7

A

48"x 48"

W20-7

48"x 48"

W20-1

24"x 30"

R4-1

48"x 48"

W1-4R

24"x 24"

W13-1

48"x 48"

W20-4

48"x 48"

W3-5

48"x 48"

W3-4

24"x 6"

KM4-20P

24"x 30"

R2-1

24"x 30"

R2-1

36"x 48"x 48"

W 14-3

36"x 48"x 48"

W14-3

24"x 30"

R2-1

24"x 30"

R2-1

24"x 6"

KM 4-20P

48"x 48"

W 3-4

48"x 48"

W 3-5

48"x 48"

W 20-4

48"x 48"

W 1-4R

24"x 24"

W 13-1

24"x 30"

R4-1

48"x 48"

W 20-1

S p a c e

B u f f e r

A

A L

/2

Taper

End

Taper

Begin

Taper

End

Taper

Begin

A /2 to

C e n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n

C h a n n e li z in g D e v ic e s o n

O ff s e t fr o m

C e n te rl in e

L e a d i n C h a n n e li z in g D e v ic ff s e t fr o m

C e n te rl in e

L e a d i n C h a n n e li z in g D e v ic n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n

C h a n n e li z in g D e v ic e s o n

(as Required)

Flagger

R a il ro a d w it h G a te

A rm s

F L

A G

G E

R

W o rk S p a c e

S h o u ld e r

(8 m in

Flagger

Flagger

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

S h o u ld e r

(8 m in

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

A /2

C

48"x 36"

KR2-6

48"x 12"

KM4-20P

A /2

A /2 c r o s s in g re ro u te d i n a c o u n te rf lo w d ir e c ti o n a c ro s s a n a t-g ra d e w it h in ft o f th e n e a re s t ra il a n d a n y ti m e t ra ff ic i s

A r a il ro a d f la g g e r s h a ll b e p re s e n t a n y t im e w o rk i s q u e u in g i n s ta ll

D O

N O

T S

T O

P O

N T

R A

C K

S

R -8

I f

T ra ff ic

C o n tr o l

P la n h a s t h e p o te n ti a l to c a u e s ra il ro a d c ro s s in g t o p re v e n t q u e u in g o n t h e t ra c k s a t

R o a d w a y f la g g e r( s s h a ll b e s ta ti o n e d u p s tr e a m o f th e

H ig h w a y -R a il g ra d e c ro s s in g s s h a ll p ro v id e t h e f o ll o w in g

T e m p o ra ry

T ra ff ic

C o n tr o l in p ro x im it y o f e li m in a te b o th t h e l e a d i n c h a n n e li z e rs a n d t h e r u m b le s tr ip s c ir c u m s ta n c e s e x is t, t h e A re a E n g in e e r m a y e le c in c lu d in g p a v e d s h o u ld e rs

W h e n e x te n u a ti a n n e li z in g d e v ic e s w h e n t h e r o a d w a y i s l e s s t h a n o r e q u a l

T e m p o ra ry r u m b le s tr ip s m a y b e u s e d i n l ie u o f le a d tw e e n F la g g e r s ta ti o n s

E x is ti n g s ig n s s h a ll n o t b e c o v e re d o r re m o v d t h a t is c o n tr o ll e d b y a F la g g e r.

E n g in e e r.

P la c e a

W

-7

F la g g e r s y m b o l) s ig n o n e a c h s o r s id e r o a d i n te rs e c ti o n s s h a ll b e d e te rm in e d b y t c k s t o t h e l e ft o f th e g a te a rm

T h e n e e d f o r a F la g g e r a t a n d g a te s i n t h e w o rk s p a c e t o c o n tr o l tr a ff ic c ro s s in g t rs e c ti o n s a n d a t-g ra d e r a il ro a d i n te rs e c ti o n s w it h l ig c e a

F la g g e r a t a ll h ig h w a y a n d m a jo r c o ll e c to r tr u c k s m a y b e a ll o w e d t o m o v e a ro u n d t h e F la g g e r.

a t th e F la g g e r.

A ft e r s to p p in g u p o n a p p ro v a l o f th e E n g in e te s

T ru c k s h a u li n g m a te ri a l to t h e p ro je c t s h o u ld S

T

L L

E C

T O

R A

P P

R O

A C

H T

O W

O R

K S

P A

C E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

H

IG

H W

A Y

O R

M A

JO

R

W o rk

S p a c e

A x

W -1 x

K G

-2

A x

W -7

S p e e d t o b e D e te rm in e d b y t h e E n g in e e r

T e m p o ra ry

P o rt a b le R u m b le

S tr ip s

A h e a d f t, o r M il e

C h a n n e li z in g D e v ic e

T y p e

A L o w

I n te n s it y W a rn in g

L ig h t

M il e

A h e a d f t, f t, o r in te r v a ls

M in im u m s ix c h a n n e li z e rs s p a c e d a t th e R

-1 a n d W

-4 o n e a c h a p p ro a c h b e tw e e n t h e W

-1 a n d

W

-4 a n d o n e s e t b e tw e ti o n a l ru m b le s tr ip s m a y b e p la c e d

O n e s

.d g n

F il e

Kansas Departm ent of Transportation

NOT

PASS

PREPARED

TO STOP

BE

WORK ZONE

NO

PASSING

ZONE

DO

NOT

PASS

PREPARED

TOSTOP

BE

WORKZONE

NO

PASSING

ZONE

ROAD

WORK

M.P.H.

ONE LANE

ROAD

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

ROAD

WORK

M.P.H.

ONE LANE

ROAD

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

FINES

DOUBLE

WORK ZONE

END

ROADWORK

DOUBLE

FINES END

END

ROAD WORK

DOUBLE

FINES END

FINES

DOUBLE

WORKZONE

E N

D

R O

A D

W O

R K

S T O P

R O

A D

W O

12/05/2025 Concrete Shoulders > 8 FT

Traffic Control

TE731 (2 of 2)

A C

B B

B /2

A C

B B

B /2

48"x 48"

W 20-7

48"x 48"

W20-7

48"x 48"

W 20-7

A

36"x 48"x 48"

W 14-3

36"x 48"x 48"

W14-3

48"x 48"

W 3-4

48"x 48"

W 20-4

48"x 48"

W 1-4R

24"x 24"

W 13-1

24"x 30"

R4-1

48"x 48"

W 20-1

48"x 48"

W1-4R

48"x 48"

W20-1

24"x 30"

R4-1

24"x 24"

W13-1

48"x 48"

W20-4

48"x 48"

W3-4

S p a c e

B u f f e r

A L

/2

Taper

Begin

Taper

End

Taper

Begin

Taper

End

L /2

A

A /2

A /2 to

R a il ro a d w it h G a te

A rm s

O ff s e t fr o m

C e n te rl in e

L e a d i n

C h a n n e li z in g D e v ic n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n C h a n n e li z in g D e v ic e s o n

C e n te rl in e B e tw e e n R

-1

F la g g e r

L e a d i n C h a n n e li z in g D e v ic e s o n

(as Required)

Flagger

O ff s e t fr o m

C e n te rl in e

L e a d i n

C h a n n e li z in g D e v ic rk S p a c e

S h o u ld e r

(8 m in

S h o u ld e r

(8 m in

Flagger

Flagger

F L

A G

G E

R A

N D

P

IL

O T

C A

R

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

C

48"x 36"

KR2-6

48"x 12"

KM4-20P

c r o s s in g re ro u te d i n a c o u n te rf lo w d ir e c ti o n a c ro s s a n a t-g ra d e w it h in ft o f th e n e a re s t ra il a n d a n y ti m e t ra ff ic i s

A r a il ro a d f la g g e r s h a ll b e p re s e n t a n y t im e w o rk i s q u e u in g i n s ta ll

D O

N O

T S

T O

P O

N T

R A

C K

S

R -8

I f

T ra ff ic

C o n tr o l

P la n h a s t h e p o te n ti a l to c a u e s ra il ro a d c ro s s in g t o p re v e n t q u e u in g o n t h e t ra c k s a t

R o a d w a y f la g g e r( s s h a ll b e s ta ti o n e d u p s tr e a m o f th e

H ig h w a y -R a il g ra d e c ro s s in g s s h a ll p ro v id e t h e f o ll o w in g

T e m p o ra ry T ra ff ic C o n tr o l in p ro x im it y o f e li m in a te b o th t h e l e a d i n c h a n n e li z e rs a n d t h e r u m b le s tr ip s c ir c u m s ta n c e s e x is t, t h e A re a E n g in e e r m a y e le c in c lu d in g p a v e d s h o u ld e rs

W h e n e x te n u a ti a n n e li z in g d e v ic e s w h e n t h e r o a d w a y i s l e s s t h a n o r e q u a l

T e m p o ra ry r u m b le s tr ip s m a y b e u s e d i n l ie u o f le a d tw e e n F la g g e r s ta ti o n s

E x is ti n g s ig n s s h a ll n o t b e c o v e re d o r re m o v d t h a t is c o n tr o ll e d b y a F la g g e r.

E n g in e e r.

P la c e a

W

-7

F la g g e r s y m b o l) s ig n o n e a c h s o r s id e r o a d i n te rs e c ti o n s s h a ll b e d e te rm in e d b y t c k s t o t h e l e ft o f th e g a te a rm

T h e n e e d f o r a F la g g e r a t a n d g a te s i n t h e w o rk s p a c e t o c o n tr o l tr a ff ic c ro s s in g t rs e c ti o n s a n d a t-g ra d e r a il ro a d i n te rs e c ti o n s w it h l ig c e a

F la g g e r a t a ll h ig h w a y a n d m a jo r c o ll e c to r tr u c k s m a y b e a ll o w e d t o m o v e a ro u n d t h e F la g g e r.

a t th e F la g g e r.

A ft e r s to p p in g u p o n a p p ro v a l o f th e E n g in e te s

T ru c k s h a u li n g m a te ri a l to t h e p ro je c t s h o u ld S

T

L L

E C

T O

R A

P P

R O

A C

H T

O W

O R

K S

P A

C E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

H

IG

H W

A Y

O R

M A

JO

R

W o rk S p a c e

A x

W -1 x

K G

-2

A x

W -7

S p e e d t o b e D e te rm in e d b y t h e E n g in e e r

T e m p o ra ry P o rt a b le

R u m b le

S tr ip s

A h e a d f t, o r M il e

C h a n n e li z in g D e v ic e

T y p e

A L o w

I n te n s it y W a rn in g L ig h t

M il e

A h e a d f t, f t, o r in te r v a ls

M in im u m s ix c h a n n e li z e rs s p a c e d a t th e R

-1 a n d W

-4 o n e a c h a p p ro a c h b e tw e e n t h e W

-1 a n d

W

-4 a n d o n e s e t b e tw e ti o n a l ru m b le s tr ip s m a y b e p la c e d

O n e s e t

W o rk S p a c e

A x

W -1 x

K G

-2 x

K G

-5 x

R

-1

A P

P R

O A

C H

T O

W O

R K

S P

A C

E

T Y

P

IC

A L

S

IG

N

IN

G F

O R

A M

IN

O

R S

ID

E

R O

A D

N o t re q u ir e d o n s u b s ta n ti a l m a in te n a n c e p ro je c ts

R th e e x is ti n g s to p s ig n p o s t.

m o u n te d o n a n a p p ro v e d p o rt a b le s u p p o rt a n d n o t a tt a c h e d e K

G -5

W

A

IT

F O

R P

IL

O

T C

A R s ig n s h a ll re i s n o p il o t c s to p s ig n

T h e s ig n s h o u ld b e r e m o v e d o r c o v e re d w h e x is ti n g s to p s ig n a m in im u m o f b e lo w t h e b o tt o m o f

T h e K

G

-5 s ig n s h a ll b e p la c e d i m m e d ia te ly i n f ro n t

.d g n

F il e

Kansas Departm ent of Transportation

NO

PASSING

ZONE

DO

NOT

PASS

PREPARED

TO STOP

BE

PREPARED

TOSTOP

BE

DO

NOT

PASS

NO

PASSING

ZONE

ROAD

WORK

M.P.H.

ONE LANE

ROAD

ONE LANE

ROAD

M.P.H.

ROAD

WORK

FINES

DOUBLE

WORK ZONE

END

ROAD WORK

DOUBLE

FINES END

END

ROADWORK

DOUBLE

FINES END

FINES

DOUBLE

WORKZONE

E N

D

R O

A D

W O

R K

S T O P

R O

A D

W O R K

E N

D

R O

A D

W O

R K

P

IL

O T

C A

R

I A

W T

R O

F

S T O P

R O

A D

W O

Tem porary Traffic Signal

Traffic Control

TE732 (1 of 2) to4 to4

C e n te rl in e B e tw e e n

W

-4 a n d S to p

L in e

L e a d i n C h a n n e li z in g D e v ic e s n te rl in e B e tw e e n

W

-4 a n d S to p

L in e

L e a d i n C h a n n e li z in g D e v ic e s n te rl in e

D o u b le

Y e ll o w to6 t o t h e t e m p o ra ry t ra ff ic s ig n a ls s u b s id ia ry

P a y m e n t s h a ll re o v a l o f th e r u m b le s tr ip s a re t o b e b y t h e c o n tr a c

M te ri a ls te m p la te h a u li n g in s ta ll a ti o n m a in te n a n c e a ig n s W

-4 a n d R

-1 a n d o n e s e t b e tw e e n s ig n s W

-3 a n d W

-5

T w o s e ts o f ru m b le s tr ip s s h a ll b e p la c e d o n e s e t b e tw e a c e d a t S p a c in g s

C h a n n e li z in g D e v ic e s

T w o -w a y

T a p e rs w it h to

C e n te rl in e

D o u b le

Y e ll w

W h it e S to p

L in e

W h it e S to p L in e

W h it e

B /2

A A

A /2

A

C

B /2

B /2

C B

B

B B

Signal

Traffic

Signal

Traffic

W a c e

36"x 48"x 48"

W 14-3

24"x 30"

R2-1

48"x 48"

W 20-1

48"x 48"

W 20-4

48"x 48"

W 3-5

48"x 48"

W 3-4

24"x 30"

R2-1

24"x 6"

KM 4-20P

24"x 24"

W13-1

48"x 48"

W1-4R

24"x 36"

R10-6

24"x 30"

R2-1

36"x 48"x 48"

W14-3

48"x 48"

W20-1

48"x 48"

W20-4

48"x 48"

W3-5

48"x 48"

W3-4

24"x 30"

R2-1

24"x 6"

KM4-20P

24"x 36"

R10-6

48"x 48"

W 3-3

48"x 48"

W3-3

48"x 36"

KR2-6

48"x 12"

KM 4-20P

A

48"x 36"

KR2-6

48"x 12"

KM4-20P

A /2

A /2

B /2

48"x 24"

KG20-2

48"x 24"

KR2-11

48"x 24"

KG20-2

48"x 24"

KR2-11

A /2

A /2

S to p L in e C re a te d U s in g

S tr ip s o f T e m p o ra ry

T a p e m p h b e lo w t h e p o s te d s p e e d

O m it W

-1 p la q u e i f th e a d v is o ry s p e e d i s l e s s t h a n w it h o u t m o v in g d e v ic e s u p s tr e a m o f te m p o ra ry s ig n a ls

D is ta n c e a ll o w s t ra ff ic t o b e s w it c h e d b e tw e e n t h e t w o l a n e s

C h a n n e li z in g D e v ic e

P a v e m e n t M a rk e r

(T y p e

(F a c in g R ig h t)

U n i- D ir e c ti o n a l

Y e ll o w

T e m p o ra ry

R a is n a l

H e a d w it h B a c k P la te

T e m p o ra ry

S ig n a l

P o le o r T ra il e r

A h e a d f t, o r M il e

M il e ½

A h e a d f t, f t, o r

T y p e

A L o w

I n te n s it y W a rn in g

L ig h t

S p e e d t o b e d e te rm in e d b y t h e E n g in e e r

Plotted by : Robert.Bartron@ks.gov 9-DEC-2025 22:22

T y p e

B a rr ic a d e te m p o ra ry t ra ff ic s ig n a l d e ta il s

N O

T E

R e fe r to

T E a n d T

E fo r a d d it io n l

.d g n

F il e

Kansas Departm ent of Transportation

STOP

HERE ON

RED

NO

PASSING

ZONE

WORKZONE

STOP

HEREON

RED

NO

PASSING

ZONE

SPEED

LIMIT

SPEED

LIMIT

ROAD

WORK

ROAD

WORK

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

M.P.H.

SPEED

LIMIT

PREPARED

TO STOP

BE

ONE LANE

ROAD

ONE LANE

ROAD

PREPARED

TOSTOP

BE

WORK ZONE

FINES

DOUBLE

WORKZONE

FINES

DOUBLE

END

ROADWORK

DOUBLE

FINES END

END

ROAD WORK

Tem porary Traffic Signal

Traffic Control

TE732 (2 of 2)

P re fe rr e d

M in

M a x

M in

T a p e r