Attachment_3_KDOT_Standard_TE_Drawings_2018-4-03.pdf
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- FT. Riley Road Maintenance
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- W911RX-18-B-0003
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Attachment 3, Amended 3APR18
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Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
Taper
Work space Downstream
TYPICAL WORK ZONE COMPONENTS
Advanced warning area Transition
Area
Activity area Termination area
SPEED (MPH)
LENGTH (ft)
425 495
55 60
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K.E.
R.W.B.
REVISIONS BY APP'DDATENO.
TRACED
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE700
08/18/15
B.A.H.
R.W.B
Kristina Ericksen
Channerlizer spacing info
GENERAL NOTES
TRAFFIC CONTROL
Posted speed prior to work starting
(temporary)
Pavement marking device
Channelizing is 40 mph or less) optional if posted speed limit
(sloped concrete treatment is
Inertial barrier system barrier system
Concrete safety display
Arrow taper
Shoulder
Taper "L" space
BufferDistance
A
Distance
B
Distance
C
Minimum advance warning sign spacing (in feet):
URBAN (40 MPH OR LOWER)
URBAN (45 MPH OR HIGHER)
RURAL (55 MPH OR LOWER)
RURAL (60 MPH OR HIGHER)
EXPRESSWAY/FREEWAY 1000
A B
1500 2640
C less than 100', unless directed by the engineer.
The minimum spacing between signs shall be no maximize visibility.
as approved by the engineer in order to beyond the minimum values in the table above
The spacing between any signs may be increased
Shoulder taper=1/3 L
Shifting taper=1/2 L
W =Width in offset feet prior to work starting in MPH
S =Numericial value of posted speed
Where: L =Minimum length of taper in feet
L = WS /60 for speeds of 40 MPH or less
L = WS for speeds of 45 MPH or more
Taper Formulas:
Buffer Space devices are not needed along the tangent barrier section.
When concrete barrier system is used, portable channelizing
SPEED (MPH)
Posted speed prior to work starting the roadway prior to work starting.
should be designed and installed using the posted/legal speed of
1) Design Speed: Those items delegated to temporary traffic control less than 11' may require restricted roadway width signing.
shown on the plans, or as directed by the engineer. A lane width
(measured between centerlines of pavement markings) or as
2) Minimum lane width: Lane widths shall be a minimum of 11' facility.
features consistent with the features present in the existing pedestrian the temporary facilities shall be detectable and include accessiblity
4) When existing pedestrian facilities are disrupted, closed, or relocated, 785-296-0355 or 785-296-1183.
contact the Temporary Traffic Control Unit for more information at
6) Alternative temporary rumble strip options may be available. Please making a midblock crossing.
work sites that will induce them to attempt skirting the work site or midblock locations) so that pedestrians are not confronted with midblock volumes, these signs should be placed at intersections (rather than the roadway. In urban and suburban areas with high vehicular traffic advance signing that encourages them to cross to the opposite side of can be provided, pedestrians should be appropriately directed with
Unless a reasonable safe route that does not involve crossing the roadway bicycle movements from both work site activity and vehicular traffic.
3) Consideration should be made to seperate pedestrian and, if needed, advance of the condition as long as the condition is present.
W8-15p motorcycle plaque as directed by the engineer. Display signs in
(Road Work Ahead) on mainline approaches. Signs may be used with the
(Grooved Pavement) or W8-7(Loose Gravel) a "C" distance after the W20-1 made of loose material, or when directed by the engineer use the W8-15
5) When the driving surface open to traffic is milled, is a temporary surface
Channelizer placement:
normally at right angles to the traffic flow.
(3) Channelizing devices shall be placed for optimum visibility, to work starting.
exceed a distance in feet equal to 1/2 the posted speed limit in mph prior
(1) The spacing between devices in transition area (taper) should not posted speed limit in mph prior to work starting.
activity area should not exceed a distance in feet equal to two times the
(2) The spacing between devices in the advanced warning area and the work space, only the space upstream of the vehicle constitutes the buffer space.
in the buffer space. When a protection vehicle is placed in advance of the
Neither work activity nor storage of equipment, vehicles, or material should occur
See typical work zone components above.
A full lane width should be available throughout the length of the buffer space.
from the work space, the barrier system shall be considered part of the activity area.
If temporary concrete safety barrier system is used to seperate approaching traffic 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 must slope
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 08-18-2015
XXX
D ra w n B y
F il e m u s h o c k
P lo tt e d te .d g n
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T ra ff ic
TRACED
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE702
06/01/15
L.E.R.
CHANNELIZING DEVICES
36"
APPROX.
18"
MIN. ORANGE
WHITE
6" TO 8"
6" TO 8"
DRUM
ORANGE
WHITE
TRAFFIC CONE
6"
2"
4"
3" TO 4"
MIN.
36"
ORANGE
WHITE
VERTICAL PANEL
MIN.
24"
MIN.
36"
45° to the traffic side for channelization.
The stripes shall slope downward
12"
DELINEATOR
CONICAL
6" TO 8"
6" TO 8"
MIN.
42"
2" MIN.
2"
3"
2" TO 6"
3"
ORANGE
WHITE
TUBULAR MARKER
28" MIN.
Striping as shown for up to 42".
MIN.
36"
24" MIN.
8" MIN.
12" MAX.
ORANGE
WHITE
45°
TYPE 2 BARRICADE
channelization.
All stripes shall slope downward to the traffic side for
For rails less than 36" long, 4" wide stripes may be used.
36"
24"
12"
8"
"45°
DIRECTION INDICATOR BARRICADE
the motorist 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.
DEVICE
SUPPORT
EDGE
HAND TRAILING
2" MAX.
2" MAX.
PLATE
DETECTION
HEIGHT
8" MIN.
38" MAX.
32" MIN.
PEDESTRIAN CHANNELIZER
LOCATION
ITEM
PORTABLE
FIXED
NO
(1,2)
(1)
(2)
NO
YES
(3) NO
(1)
(2)
(3) (3) (3) (3) (3) (3)
(3)(3)(3)
G o re s
D e v ic e s
L e a d -i n
(2)(2,3)
Direction Indicator Barricade
Vertical Panels
Conical Delineators
Drums
Type 2 Barricade
Tubular Markers
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
(2) (2) (2) (2) (2) (2)
NO NO NO
NO NO
NO NO NO NO
NONO(2) (2) (2)
NO NO (4) (4) (4) (4) (4) (4)
(4) Daytime operations only.
(3) May be used upon the approval of the engineer.
(2) The stripes shall slope downward to the traffic side for channelization.
(1) Not allowed on centerline delineation along freeways or expressways.
NO
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 temporary ramp
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 displacement 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
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
ORANGE
WHITE
1000'
500' 500'
500'
500'500'
O R x
W x
W x
R
O R
NOTE:
x
R x
R
A
W O
R K
SIDE ROAD
FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN
48"X 30"
R11-2 48"x 30"
R11-2
Note: Sign shown for one approach to intersection (work zone).
O R
WORK
x
R x
R x
R
A x
W x
K G x
W x
W
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
D ra w n B y
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TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE704
CLOSURES
Type 3 barricade
Type 3 barricades
Complete closure position)
(winged barricades
Type 3 control plans.
as shown on project traffic appropriate detour signing, should be accompanied with
The R11-3A and R11-4 signs
Note: Signs shown for one approach to work zone.
Note: Signs shown for one approach to work zone.
Type 3 barricades
Complete Closure
Type 3 barricade
Type 3 barricade
Type 3 barricades
Complete closure
(staggered position)
Type 3 barricades
(no decimal mileage) mile4 1Length to the nearest
Use R11-3a if 1 mile or more
Use R11-4 if less than 1 mile
(typ.)
House or field entrance or field entrance
Last access for house
FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (MAINLINE OR SIDE ROAD)
use R11-3a if 1 mile or more
Use R11-4 if less than 1 mile mileage) mile (no decimal4
Length to the nearest or public road (typ.)
House, field entrance, Channelizing device
FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS
post near each outside corner of the end barricades.
low intensity warning light shall be mounted to the vertical
When barricades are placed end-to-end or staggered, a Type "A" total area of the three rails.
cover more than 50% of the top two rails or 33% of the
Approved signs mounted on Type 3 barricades should not
20"
20"
" 45°
TYPE 3 BARRICADE WITH LIGHTS
48" Min.
12" Max.
8" Min.
Min.
5'
OrangeWhite mounted to the vertical post (typ.)
Type "A" low intensity warning light
DETECTABLE BARRICADE
32" Min.
2" Max.
6" Min.
when used
Audible device location
ROAD CLOSED GENERAL NOTES
Pedestrian barricade
R11-3a or R11-4 sign where applicable.
The words "BRIDGE OUT" (or BRIDGE CLOSED) may be substituted for the words "ROAD CLOSED" on the to the point of complete 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 distance when the distance to the point of complete 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 used completely 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 maintain the appearance of a closed roadway. A second line of
As shown in Figure 3, when local traffic must 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 completely closed, the R11-3a (ROAD CLOSED # MILES AHEAD LOCAL
As shown in Figure 1, at the point where thru traffic must detour and local traffic can proceed to the
WITH OPPOSITE SIDEWALK AVAILABLE
FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED
WORK SPACE
x
R x
R
24"x 18"
R9-11 x
R
24"x 18"
R9-11
24"x 12"
R9-9
Orange Rail
White Rail
WORK SPACE
S P
A C
E
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.
plate into the pathway.
1. Support device shall not project beyond the detection
SPACE
XX
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
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
L O C A L
T R
A F F
IC
O N L Y
M
IL
E S
A H E A
D
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
ROAD
CLOSED
ROAD
CLOSED
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
A H E A
D
W O
R K
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
F T
R O
A D
C L
O S
E D
F T
E
N D
R O
A D
W O
R K
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
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK CLOSED
CROSS HERE
AHEAD
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 L
O S
E D
SIDEWALK
CLOSED
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
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
FIGURE 3: LOW VOLUME ENTRANCE CONTRUCTED HALF AT A TIME
FIGURE 2: SIDE ROAD OR ENTRANCE OPEN THROUGH WORK AREA
FIGURE 1: SIDE ROAD OR ENTRANCE CLOSED THROUGH WORK AREA
Temporary widening x
R x
R
30"x 30"
R1-1
Existing
30"x 30"
R1-1
30"x 30"
R1-1
FIGURE 5: SIDE ROAD OPEN THROUGH WORK AREA ON DIVIDED ROADWAY
Existing
Type 3 Barricades
Existing
30"x 30"
R1-1
30"x 30"
R1-1 and use figure 4 as needed
Note: Consider large vehicles making right turns into and out of entrance
FIGURE 4: SIDE ROAD OR ENTRANCE CONSTRUCTED HALF AT A TIME:
TWO WAY TRAFFIC REQUIRED
Sh. No.
XXXXXX-XX XX-XXXX-XX XXX
XXX
XXX
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T ra ff ic
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE705
ACCESS THROUGH THE WORK AREA
D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-02-2015
Work SpaceWork Space
S I D
E R
D
Work SpaceWork Space
E N
T R
A N
C E
Work SpaceWork Space
S I D
E R
D
Work SpaceWork Space
S I D
E R
D
STOP
STOP R1-1
COVER OR REMOVE
ROAD
CLOSED
R11-2
ROAD
CLOSED
R11-2
STOP R1-1
COVER OR REMOVE
STOP
STOP
STOP
STOP
R O
A D
C L
O S
E
DR
O A
D
C L
O S
E D
COVER OR REMOVE
Work SpaceWork Space
XXX
3" C
48"x 12"
6" C
48"x 24"
6" C
SIGN LAYOUT INFORMATION
STD. SIZE EXPWY/FREEWAY
24"x 6"
W8-11
W7-3a
EXPWY/FREEWAY
STD. SIZE
48"x 24"
6" C
EXPWY/FREEWAY
STD. SIZE
STD. SIZE EXPWY/FREEWAY
10" D6" C
KG20-2
KM4-2O
KG20-5
SP-01
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
W8-17
EXPWY/FREEWAY
STD. SIZE
48"x 48"
(SPECIAL SIGN)
W8-17P
EXPWY/FREEWAY
STD. SIZE
30"x 24"
(OPTIONAL)
STD. SIZE EXPWY/FREEWAY
10" D6" C
SP-02
(SPECIAL SIGN)
UPPERCASE: UPPERCASE:
LOWERCASE: LOWERCASE:4.5" C 8" D
Bottom
Min.
6' - 12'
M I N s h o u ld e r
E d g e o f
6'
Roadway traveled way
Edge of of sign
Rural Urban each other.
pavement. Signs shall not overlap sign to the near edge of the
4' measured from the bottom of the mounted below another sign may be
3) The height of the secondary sign minimum of 7' above the ground.
breakaway posts shall be mounted a
50 square feet installed on multiple
2) Large signs having an area exceeding pavement.
the bottom of sign to the near edge of the at a minimum height of 5' measured from
1) Ground-mounted signs shall be mounted
FLAG
FLAG STAFF
sign post light mounted to action warning
Type "A" low intensity warning
65°
45° TO
65°
45° TO
9"
3"
9"
3"
12"
5"
48"
48"
7"
5"
8"
4"
3'-0" 8"
3"
4"
4" X
3.1" 41.8"
3.1"
0,0
Y
0.9"
MOUNTING
BACKGROUND
LEGEND/BORDER
WIDTH x HEIGHT
SIGN NUMBER
CORNER RADIUS
BORDER WIDTH
GROUND
3.0"
4'-0" x 3'-0"
FINES DOUBLE
KI-104a
23.0
D
8.0
28.69.7 6.4 3.2 7.3 6.4 5.4 9.7
11.0
D
8.0
40.33.9 6.9 7.5 7.3 7.3 6.4 4.9 3.9
4.0
D
4.0
41.83.1 1.6 2.7 3.2 4.3 3.8 3.6 2.8 3.2 3.4 3.8 3.6 3.2 2.7 3.1
Y
FONT
HT
LENLETTER SPACINGS
KI-105a
SPACINGS ARE TO START OF NEXT LETTERDIMENSIONS IN INCHES
4'-0"
F I N E S
D O U B L E
I N W O R K Z O N E S
1.0"
TYPE:
TYPE:
COLOR:
COLOR:
MOUNTING
BACKGROUND
LEGEND/BORDER
WIDTH x HEIGHT
SIGN NUMBER
CORNER RADIUS
BORDER WIDTH
REFLECTIVE
GROUND
4.0"
4'-0" x 4'-0"
WHITE
BLACK
NON-REFLECTIVE
GIVE EM A BRAKE
STRIPE WIDTH 3.0"
COLOR:
TYPE:STRIPES REFLECTIVE
ORANGE
LEGEND FONT
25 DEGREE SLANT
DUTCH 801 ROMAN SWC
The informational signs are not to interfere with the traffic control signs for the project.
may designate a more appropriate location if conditions dictate.
Install signs a minimum of 500' in advance of the road work ahead sign. The engineer direction of traffic.
Typically, there are two sets of informational signs installed per project: one for each
Notes:
2. With the engineer's approval, use acceptable alternative sign stands.
1. Shift the sign location. Do not violate minimum sign spacing.
In the case of hitting rock when driving posts posts.
post. All signs less than 9' in width shall use a maximum of two wood posts may be used with a minimum of 4' between the centerline of each
When the sign width is equal to or greater than 9', three or more wood
Bottom
Face of
F r o m t o p
Roadway
M in o f c u r b of sign curb
* 2' Min.
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 minimum of 2' measured from the top of
6) Pedestrian detour signing shall be a minimum of 7' above the ground.
breakaway posts shall be mounted a
50 square feet installed on multiple
5) Large signs having an area exceeding overlap each other.
near edge of the pavement. Signs shall not measured from the bottom of sign to the mounted below another sign may be 6'
4) The height from of the secondary sign facilities.
not project more than 4" into pedestrian
3) Signs mounted lower than 7' should bicycle traffic.
or areas designated for pedestrian or supports should be located on sidewalks
2) Neither portable nor permanent sign of sign to the near edge of the pavement.
height of 7' measured from the bottom
1) Signs shall be mounted at a minimum
TYPE: REFLECTIVE
COLOR: WHITE
TYPE: NON-REFLECTIVE
COLOR: BLACK
by the engineer.
Mileage to be determined
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
EXPWY/FREEWAY
STD. SIZE
30"x 24"
W8-15
W8-15p
W8-7
D ra w n B y
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P lo tt e d te .d g n
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TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE710
Kristina Pyle
SIGN INFORMATION
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
UNEVE
LANES
N
END
ROAD WORK
NEXT
X MILES
WORK ZONE
PILOTCAR
IAW T ROF
US-75 CLOSED
FOLLOW DETOUR
NB
MUST HAVE UPPER AND LOWER CASE LETTERS.
ALL CITY NAMES AND STREET NAMES ON SPECIAL SIGNS AND DESTINATION SIGNS
SHOULDER
DROP-OFF
US-75 CLOSED
FOLLOW DETOUR
'EM A
BRAKE
GIVE
FINES
DOUBLE
IN WORK ZONES
GROOVED
PAVEMENT
GRAVEL
LOOSE
Sign post
Ground line
AA
Sign post
6" B B
Ground line
Sign post
3"
3 1/2"
42" min.
4 3/4"
14 1/2"
5 1/2"
3"
3 1/2"
5 1/2"
3 1/2"
BB
AA
AA
Bottom of sign post
Ground line Ground line
Stub post
Bottom of stub
D ir e c ti o n
O f tr a v e l
Stub
Sign post
Spacer
Top of stub
Side elevation Front elevation
Side elevation
4" x 4" Wood post in soil 4" x 6" Wood post in soil
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
44" Min.44" Min.
Section B-B
Sign post sleeve
Post anchor length stub post
84" Min.
at ground level
Install corner bolt Ground line Ground line ground line ends and at bolt at both
Install corner
Place bolts in the same corner along each sign post.
the spliced pieces of U-Channel.
Use manufacturer recommended spacers over the bolts between through the holes nearest the ends of the splice.
Place two bolts at both ends of the splice
Notes:
of stub) non-impacting side
(splice post to
Sign post
Details for 2", 2 1/4", or 2 1/2" sign posts sleeve post anchor gap
8" Min.
Post anchor or compacted fill
Undisturbed earth or compacted fill
Undisturbed earth
Post anchor
1 1/2" Max.
Post anchor Post anchor corner bolt
5/16" Std.
jam nut
5/16" Hex
Section A-A corner bolt
5/16" Std.
jam nut
5/16" Hex
Telescoping P.S.S.T. detailP.S.S.T. detail
6" Min.
1 1/2" Max.
length splice
18" Min.
or compacted fill
Undisturbed earth traffic
Direction of at 6" centers
3/8" dia. holes traffic
Direction of hole dia.
1 1/2" or compacted fill
Undisturbed earth wood post treated
4" x 6" s4s at 6" centers
3/8" dia. holes
42" Min.
wood post treated
4" x 4" S4S LC Post = C FootingL
4" Max.
Section A-A Section B-B or compacted fill
Undisturbed earth setup
Wood post setup
3 lb/f U-Channel ends of the splice
Install bolts at both lap splice
18" Min.
line (impact side) of splice to ground
24" Min. from bottom
42" Min.
Section A-A
Perforated square steel tube (P.S.S.T.) post setup
See TE710 for additional details and requirements
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE712
Kristina Pyle
SIGN POSTS
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 06-01-2015
Shoulder
Shoulder
A
L/3A
A5OO'
5OO'
Shoulder
Shoulder
Omit taper if paved shoulder is less than 8' wide.
Ahead, 1500 ft, or 1 mile
OFF SHOULDER- WITHIN THE CLEAR ZONE
ON SHOULDER
5OO'
Channelizing device x
K G x
K G x
W x
W x
K G x
W
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
(Min.)
(min.)
(Min.)
Work Space
Work Space
Space
Buffer flashing, oscillating, or strobe lights is used.
devices may be eliminated if a vehicle with high-intensity rotating, For operations of 60 minutes or less, all signs and channelizing outside of the clear zone.
No traffic control is required if the work space is located
Notes:
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE720
UNDIVIDED ROADWAY
SHOULDER WORK
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
R O
A D
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R K
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S H
O U L D E R
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W O x
W
L x
R x
K M x
W x
W
L x
W x
W
R x
R x
K M
0 4 x
W x
W x x
W x
K G x
R x
K G x
R x
W x
W
R x x
W
A/2
A/2
B/2 AC
500'
500'
B/2A C
4" SOLID WHITE EDGE LINE
Work Space
DOUBLE 4" YELLOW CENTERLINE
(MIN.)
(MIN.)
x
W x
W x
W
1/2 L1/2 LB/2
B/2
Or used, use in place of the first W1-4 and eliminate the second.
distance between two reverse curves is less than 600 ft. If
One W24-1 may be used per approach where the tangent
48"x 48"
W24-1R
48"x 48"
W24-1L
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
Ahead, 1500 ft, or 1 mile
Type "A" low intensity warning light
Channelizing device
Type 3 barricades
Speed to be determined by the Engineer
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE724
LANE SHIFT
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
S P
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Ahead, 1500 ft, or 1 mile
Channelizing device
Type "A" low intensity warning light
FLAGGER AND PILOT CAR
FLAGGER
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
Work Space
A
500'
48"x 48"
W20-1
48"x 24"
KG20-2
48"x 24"
KG20-5
30"x 30"
R1-1 approach to work space
Typical signing for a minor side road
Work Space
A
500'
48"x 48"
W20-1
48"x 24"
KG20-2
A collector approach to work space
Typical signing for highway or major
B/2 B/2
B/2 B/2 500'
500' 300'
TO
200'
B A
BA
(Min.)
(Min.)
A
A B/2 B/2 B/2 B/2 C
100'
B
B/2 B/2 B/2 B/2 AC B
500'
500'
300'
TO
200'
(Min.)
(Min.)
A space
Buffer
Space
Buffer the R4-1 and W3-4, on each approach.
between the W20-1 and W20-4, and one set between
Optional rumble strips may be placed: One set
20' intervals.
Minimum six (6) channelizers spaced at
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE730
FLAGGER OR PILOT CAR
mile2 1Ahead, 1000 ft, 1500 ft, or
Speed to be determined by the Engineer
C
C and the rumble strips.
elect to eliminate both the lead in channelizers extenuating circumstances exist, the Area Engineer may than or equal to 30' including paved shoulders. When lead in channelizing devices when the roadway is less
Temporary rumble strips may be used in lieu of between Flagger stations.
Existing signs shall not be covered or removed
Flagger.
symbol) sign on each side road that is controlled by a determined by the Engineer. Place a W20-7 (Flagger for a Flagger at minor side road intersections shall be crossing the tracks to the left of the gate arm. The need lights and gates in the work space to control traffic intersections and at-grade railroad intersections with
Place a Flagger at all highway and major collector the Flagger.
the Engineer, trucks may be allowed to move around
STOP at the Flagger. After stopping, upon approval of
Trucks hauling material to the project should
Notes:
WITH CONCRETE SHOULDERS GREATER THAN 8 FT.
USE TE731 FOR FLAGGER OR PILOT CAR ON ROADWAYS
Temporary portable rumble strips
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
END
ROADWORK
PILOTCAR
IAW T ROF
ROAD
WORK
STOP
END
ROADWORK
ROAD
WORK
STOP
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W
Work Space centerline between R4-1 & Flagger
Lead in channelizing devices on centerline between R4-1 & Flagger
Lead in channelizing devices on a s r e q u ir e d
F la g g e r
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W x
W centerline between R4-1 & Flagger
Lead in channelizing devices on x
W a s r e q u ir e d
F la g g e r x
W
Railroad with gate arms
Railroad with gate arms x
W x
W x
K G x x
W x x
W x
K G x
W x
W x
W x
R x
R
F la g g e r
F la g g e r x
W x
W x
W x
W x
K G x x
W x
R x x
W x
K G x
R x
W x
W x
W x
W 1 2 x
R x
R x
K M x
K M x
R x
R
F la g g e r
F la g g e r removed or covered when there is no pilot car.
the bottom of the stop sign. The sign should be front of the existing stop sign, a minimum of 6" below
The KG20-5 sign shall be placed immediately in attached to the existing stop sign post.
mounted on an approved portable support and not
The KG20-5 (WAIT FOR PILOT CAR) sign shall be projects (1R).
Not required on substantial maintenance
48"x 48"
W20-7
R O
A D
W O
R K x
W centerline between R4-1 & Flagger
Lead in channelizing devices on
FLAGGER
FLAGGER AND PILOT CAR
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
WORK SPACE
A
500'
48"x 48"
W20-1
48"x 24"
KG20-2
48"x 24"
KG20-5
30"x 30"
R1-1
Ahead, 1500 Ft, Or 1 Mile
Existing shoulder rumble strips
Channelizing Device
Speed to be determined by the Engineer approach to work space
Typical signing for a minor side road
A
A 100'
B/2B/2B/2 CB/2B/2
B/2 B/2C B/2 B/2 B/2
200'
L/2 200'
500'
300'
TO
200'
500'
(MIN.)
(MIN.)
AC 200'
500'
500'
BBB/2
300'
TO
200'
A C200'B B B/2
(Min.)
(Min.)
A
A space
Buffer space
Buffer at 20' intervals.
Minimum six (6) channelizers spaced
Work Space
A
500'
48"x 48"
W20-1
48"x 24"
KG20-2
A collector approach to work space
Typical signing for highway or major
A
A L/2
AL/2
T a p e r
E n d
T a p e r
B e g in
T a p e r
E n d
T a p e r
B e g in
T a p e r
B e g in
T a p e r
E n d
T a p e r
B e g in
T a p e r
E n d
L/2 A
D ra w n B y
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE731
CONCRETE SHOULDERS > 8 FT
FLAGGER OR PILOT CAR
Mile2 1Ahead, 1000 Ft, 1500 Ft, Or channelizers and the rumble strips.
elect to eliminate both the lead in circumstances exist, the Area Engineer may including paved shoulders. When extenuating the roadway is less than or equal to 30' in lieu of lead in channelizing devices when
Temporary rumble strips may be used removed between Flagger stations.
Existing signs shall not be covered or a Flagger.
sign on each side road that is controlled by
Engineer. Place a W20-7 (Flagger symbol) intersections shall be determined by the need for a Flagger at minor side road the tracks to the left of the gate arm. The in the work space to control traffic crossing railroad intersections with lights and gates collector intersections and at-grade
Place a Flagger at all highway, major may be allowed to move around the Flagger.
upon approval of the Engineer, trucks should STOP at the Flagger. After stopping, Trucks hauling material to the project
Notes:
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
END
ROADWORK
PILOTCAR
IAW T ROF
ROAD
WORK
STOP
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W x
W centerline between R4-1 & Flagger
Lead in channelizing devices on offset 4' from Centerline
Lead in channelizing devices centerline between R4-1 & Flagger
Lead in channelizing devices on offset 4' from Centerline
Lead in channelizing devices
Work space
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P A
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N O
P A
S S
IN
G
Z O
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W x
W centerline between R4-1 & Flagger
Lead in channelizing devices on offset 4' from Centerline
Lead in channelizing devices offset 4' from Centerline
Lead in channelizing devices centerline between R4-1 & Flagger
Lead in channelizing devices on
Work Space x
W a s r e q u ir e d
F la g g e r
Railroad with gate arms x
W a s r e q u ir e d
F la g g e r
Railroad with gate arms x
W x
R x
W
R x
W x
W x
W x
W x
K M x
R x
K G x
R x x
W x x
W x
K G x
R x
R x
K M x
W x
W x
W x
W
R x
W x
R x
W
Shoulder (8' min.)
la g g e r
F la g g e r x
K G x x
W x x
W x
K G x
W x
W x
W
R x
W x
R x
W la g g e r x
W
R
F la g g e r x
W x
R x
W x
W x
W when there is no pilot car.
sign. The sign should be removed or covered a minimum of 6" below the bottom of the stop immediately in front of the existing stop sign, The KG20-5 sign shall be placed sign post.
support and not attached to the existing stop shall be mounted on an approved portable
The KG20-5 (WAIT FOR PILOT CAR) sign projects (1R).
Not required on substantial maintenance
END
ROADWORK
ROAD
WORK
STOP
48"x 48"
W20-7
Channelizing device x x
W x
K G x
R x
W x
W x
W x
W x
R x
K M x
W x
W
R x
R x
K G x
R x x
W x
W x
W x
W x
W x
R x
K M x
R
B/2 B/2 A A/2
A
C
B/2B/2 CBB
BB
S I G
N A
L
T R
A F F I C
S I G
N A
L
T R
A F F I C x
W x
W
500'
500' 100'100'
300'
TO
200'
WORK SPACE
40'
100' 80' Preferred
40' Min. - 180' Max.
@ 20'
Min.
200' Taper
@ 20' Spacing
100' Taper
SIGNAL BUFFER SPACE
SPEED (MPH)
LENGTH (FT)
25 30
50 65 85
35 40
100 115
45 50
55 60
150 165 165
70 A
Centerline
D = 12"
A
PLAN
Pavement
SECTION A-A
Rumble strips - 1 set
11' 11' 11'
11'
1'
4'
4'
1' Pavement edge
Centerline
Traffic flow
D D D D D D D D D D D
100' 100'
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
180'
TO
40'
180'
TO
40'
Junction box
Detector
R centerline between W20-4 and stop line
Lead in channelizing devices on centerline between W20-4 and stop line
Lead in channelizing devices on
24" White stop line
Stop line created using (6) 4" strips of temporary tape
(Min.)
Posted speed prior to work starting flow
Traffic edge
Pavement
Spacing x loop constitutes the buffer space.
in advance of the work space, only the space upstream of the vehicle should occur in the buffer space. When a protection vehicle is placed
Neither work activity nor storage of equipment, vehicles, or material
M a x
Min.
1' pavement marker (Type 1) (facing right) Uni-directional yellow temporary raised centerline
4" Double yellow
(Min.)
space buffer
Signal
24" White stop line centerline
4" Double yellow
Temporary signal pole or trailer
Signal head with back plate to the temporary traffic signals.subsidiaryPayment shall be removal of the rumble strips are to be by the contractor.
Materials, template, hauling, installation, maintenance and signs W3-4 and R2-1, and one set between signs W3-3 and W3-5.
Two sets of rumble strips shall be placed: one set between
TYPICAL ASPHALT RUMBLE STRIP DETAILS
D ra w n B y
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TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE732
TEMPORARY TRAFFIC SIGNALS
24" White stop line White
4" temporary traffic signal details.
Note: Refer to TE733 and TE734 for additional mile2 1Ahead, 1000 ft, 1500 ft, or
Speed to be determined by the Engineer spaced at 20' spacings channelizing devices
Two-way tapers with
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
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SAG
M I N
12' TYP.
M I N
GENERAL NOTES
M I N
12"
M I N
M A
X
STAND OFF GUY ALTERNATE
SIGNAL INDICATIONS
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
per lift.
in layers not to exceed 10" in depth
Backfill with thoroughly compacted earth traffic signal support pole.
for spanwire & downguy
Alternate method of mounting
See TE734 for additional information.
Note:
Sag not to exceed 5% of span length clevis attachment
Hook, eye hook, or
Cable dead end
120 Volt power source
" Guy wire2
Service entrance
Conduit clamp
Circuit breaker
Meter cabinet
Controller &
& moulding
Ground wire
Conduit
Edge of pavement
Detector wire
Ground rod
Class 4, 35' wood pole (typ.)
Crown elevation
5" Back plate " Span wire8
" Hub eye bolt8
Guy clamp with cover
Service entrance
Pole plate
Pipe spacer & fitting
" Eye & eye turnbuckle8
Anchor rod
Downguy anchor
Red
Yellow
Green shall be the responsibility of the contractor.
The power supply and the operation & maintenance of the signal system local ordinances & requirements.
All wiring installed shall conform to the national electrical code and coordinate power hook-up if needed.
Contact local utility companies to advise them of installation and to the requirements of the M.U.T.C.D.
The traffic signal system shall conform to and be operated according signals.
Trailer mounted portable traffic signals may be substituted for span wire faces to be determined in the field.
for traffic signals to be installed. Final positions & aiming of signal
The engineer in charge of construction will need to approve all locations
D ra w n B y
F il e m u s h o c k
P lo tt e d te .d g n
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TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE733
TEMPORARY TRAFFIC SIGNAL DETAILS
" Guy wire2
K D
O T G r a p h ic s C e r ti fi e
LOOP DETECTOR DETAIL
SIGNAL PHASING AND TIMING
N
YELLOW ALL REDPHASE
6'
Ø3 Ø4Ø1 Ø2
"16
GREEN
MAXIMUM
GREEN
MINIMUM
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
PHASE STATIONING
STOPLINE
STOPLINE
SIGNAL
SIGNAL
M in
Red revert shall be 5.0 seconds.
Unit extension shall be 3.0 seconds.
Normal dwell shall be "all red".
All times in seconds.
12"
6'
Note: See TE733 for additional information.
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE734
TEMPORARY TRAFFIC SIGNAL DETAILS
loop and the feeder cable connection shall be twisted 2 turns per foot.
feeder cable and loop wire shall be of continuous run with no splices. The than a "western union" type splice or approved connector at their junction, " of pavement surface. Other 8 1sealant (concrete pavement) to within minimum depth. Fill slots with asphalt or an approved elastic epoxy
" wide with 1" 16 5the stop line. Cut slots in pavement for loops
(see detail). Center loops in the lane of traffic and locate 100' behind
If used, detection loops shall be 6' by 6' and have three turns of wire
Detector shall be set to operate in the locking mode.
the Engineer. Do not use microwave detection systems in urban areas.
of detection may be used if approved prior to installation by also be used. Do not cut loops into concrete pavement. Other types loops may be sawed into the road. Commercially made loop mats may
Signals shall be capable of actuation. On asphalt roadways, detection except that a standard NEMA conflict monitor shall be acceptable.
KDOT standard specifications for vehicle actuation shall apply keyboard and menu screen format. All applicable portions of the accomplished from the equipment front panel by way of a
All time settings shall be user adjustable and shall be be on a first come, first served basis.
actuation(s) occurs. If all timings have expired, response shall clearance interval timings have not expired when the end which last had the right of way in the event that any have preference over additional actuations received from the other than that which last received a green indication shall
Vehicle actuations received from the detector at approaches actuation input.
appropriate clearance interval timings before acting upon an actuation occurs, the system shall continue to provide the all time settings have not expired at the point at which a vehicle shall be immediate if all timings have expired. In the event that
Response to a vehicle actuation from another approach traffic does not meet within the one way zone.
an all red indication shall be provided so that opposing
If the right of way is to be transferred to another approach, of green - yellow - green indications to the motorist.
display for a period of time (red revert) to prevent the display approach just serviced, the display shall proceed to an all red and another actuation occurs during the yellow display to the to the zone, no vehicle actuation exists on the opposite approach
If the green indication has been displayed to one approach sequences, one for each required phase.
The control equipment shall provide for different clearance way.
provide a preset time limit for the direction having the right of having the right of way, a maximum green time setting shall the event that an actuation exists for the direction of travel not green time being allocated to that movement (unit extension). In actuations from the same direction shall result in additional for a minimum period (minimum green). Subsequent detector signals facing that approach shall cycle to a green indication
Upon receipt of a detector actuation from one approach, the that the normal dwell condition shall be an "all red" signal display.
The control equipment shall be designed in such a manner
K D
O T G r a p h ic s C e r ti fi e x
W x
W
L x
W x
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R x
R x
K M
0 4 x
W x
W x
W x x
W x
K G x
R x
K G x
R x
W x
W
R x
W x
W
L x
R x
K M x
W x
W x
W x x
W
Ahead, 1500 ft, or 1 mile
Speed to be determined by the engineer
Type "A" low intensity warning light
Channelizing device x
W x
R x
W x
R
A/2
A/2
B/2 B/2 AC B
500'
500'
B/2B/2A CB
4" solid white edge line 20' spacing (typ.)
WORK SPACE
25' spacing (typ.)
Double 4" yellow centerline
TYPICAL TEMPORARY STRUCTURE END TREATMENT ON SHOOFLY
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
(Min.)
(Min.)
Type 3 barricades x
R x
K M x
W
B/2B B/2
Or used, use in place of the first W1-4 and eliminate the second.
distance between two reverse curves is less than 600 ft. If
One W24-1 may be used per approach where the tangent
Adjust all other signs and pavement marking accordingly.
Add these signs in the sign sequence for dual speed drops.
DUAL SPEED DROP
side for channelizing.
sheeting. The stripes shall slope downward to the traffic
The entire area of object marker shall have ASTM Type III
Curve radius Max. spacing
Suggested chevron spacing
1000' - 800'
800' - 450'
LESS THAN 450' 60'
80'
100'
48"x 48"
W24-1R
48"x 48"
W24-1L
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APP'D
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QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE736
SHOOFLY DIVERSION
should be installed per curve.
of 1000' or less at the spacing shown below. A minimum of 3 chevrons back to back on the outside edge of shoofly curves with a radius
Black on orange 24" x 30" chevron signs (W1-8) shall be mounted x
O M
R x
O M
L x
O M
R x
O M
L marker (Type I)
Bi-directional temp. raised pavement
K D
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KDOT Graphics Certified 06-01-2015
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A/2
500' x
W x
R x
W x
R
500'
A/2
A/2 A/2 A/2 B/2 B/2 B C
20' spacing (typ.)
WORK SPACE
Curve radius Max. spacing
Suggested chevron spacing
1000' - 800'
800' - 450'
Less than 450' 60'
80'
100'
Ahead, 1500 ft, or 1 mile
Type "A" low intensity warning light
Channelizing device
Double 4" yellow centerline x
W x
W
R x
W x
R x
K M
0 4 x
W x
W x
W
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
x
W
(MIN.)
(min.)
Type 3 barricades should be installed per curve.
of 1000' or less at the spacing shown below. A minimum of 3 chevrons back to back on the outside edge of shoofly curves with a radius
Black on orange 24" x 30" chevron signs (W1-8) shall be mounted
A/2A/2A/2B/2BC
x
W x
W
R x
W x
R x
K M x
W x
W x
W 1 4 x
W x x
W x
K G x
R x
K G x
R x x
W x
W x
W
L x
W
R x
W side for channelizing.
sheeting. The stripes shall slope downward to the traffic
The entire area of object marker shall have ASTM Type III x
R x
K M x
W
B/2B B/2
Adjust all other signs and pavement marking accordingly.
Add these signs in the sign sequence for dual speed drops.
DUAL SPEED DROP
TYPICAL TEMPORARY STRUCTURE END TREATMENT ON SHOOFLY
Or used, use in place of the first W1-4 and eliminate the second.
distance between two reverse curves is less than 600 ft. If
One W24-1 may be used per approach where the tangent
B/2
48"x 48"
W24-1R 48"x 48"
W24-1L x
O M
R x
O M
L x
O M
L x
O M
R
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE737
J.A.M.
GRAVEL SHOOFLY DIVERSION
Speed to be determined by the Engineer
D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
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x
W
R x
R x
R x
K M x
W x
W x
W
Ahead, 1500 ft, or 1 mile
Type "A" low intensity warning light
Channelizing device
Length to the nearest whole mile
Right or left x
W
A x
W x
R x
K G
LC B/3 B/3 B/3 A
100' A/4
500' 500'B
Left-side signs shall be omitted for a four-lane undivided highway.
WORK SPACE
Arrow display
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
(Min.)
space
Buffer along channelizing devices.
For left lane closures use W4-2L and yellow edge line on a project of 4 miles or longer.
signs should be placed at 2 mile increments
The W20-5 ( Lane Closed) and W7-3A (Next X Miles)
4" White
Type 3 barricades
L/2 L/2A A
The double reverse curve (W24-1, W24-1a or W24-1b) may be used if the tangent distance between the two reverse curves is less than 600' (feet). Only one W24-1 is required to be placed at an "A" lane that extends near to (or into) the open traffic lane.
Add signs and devices as shown for work inside a closed
SHIFTING TAPER DETAIL
and not seperated by a concrete safety barrier system.
activity area where work is in a closed lane adjacent to traffic
One flagger should be stationed within each multi-lane roadway
4" White
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APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE744
LANE CLOSURE ON MULTI LANE HWY
mile2 1Ahead, 1000 ft, 1500 ft, or
T a p e r
B e g in
T a p e r
E n d
T a p e r
E n d
T a p e r
B e g in distance in advance of the shifting taper.
Speed to be determined by the Engineer x
W
R x
W
L
K D
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KDOT Graphics Certified 06-01-2015
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x
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R x
R x
K M x
W x
W x
W a x
W
R
LC B/3 B/3 B/3 A
A/4
B A
2L
L 200'
500'500'
4" White
Arrow display
Arrow display x
R x
K G
WORK SPACE
A/4
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
(Min.)
yellow edge line along channelizing devices.
For left lane closures use W4-2L and space
Buffer and not seperated by a concrete safety barrier system.
activity area where work is in a closed lane adjacent to traffic
One flagger should be stationed within each multi-lane roadway
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TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE746
TWO LANES CLOSED
Channelizing device
Length to the nearest whole mile
Right or left
Type 3 barricades mile2 1Ahead, 1000 ft, 1500 ft, or
Speed to be determined by the Engineer
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
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M a tc h lin e A
A
A A
Arrow display
WORK SPACE
A B/3 B/3 B/3 CL/2 L
A/4
BB
200' A/2 500'
C B/3 B/3 B/3 A
A/4
B B L L/2 L/2
500' x
W
R4 x
W x
W x
W x
W x
W x
W
L x
K G x
W x
W x
W x
W x
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L x
W x
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R x
K G
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
x
R x
R x
K M x
R x
K M x
R x
R x
R freeway / expressway size signs.
For speeds greater than 45 mph use
(Min.)
(Min.)
space
Buffer space
Buffer
4" White 4" Yellow
Arrow display
4" Yellow4" White
M a tc h L in e and not seperated by a concrete safety barrier system.
activity area where work is in a closed lane adjacent to traffic
One flagger should be stationed within each multi-lane roadway
D ra w n B y
F il e m u s h o c k
P lo tt e d te .d g n
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T ra ff ic
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE748
CROSSOVER ON UNDIVIDED ROADWAY
Channelizing device
Length to the nearest whole mile
Right or left
Type 3 barricades mile2 1Ahead, 1000 ft, 1500 ft, or
Speed to be determined by the Engineer
K D
O T G r a p h ic s C e r ti fi e d
KDOT Graphics Certified 06-01-2015
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