07-08001-R02
Sheet 1 of 2
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION TO THE
STANDARD SPECIFICATIONS, EDITION 2007
SECTION 805
WORK ZONE TRAFFIC CONTROL AND SAFETY
TYPICAL TRAFFIC CONTROL, 2-LANE HIGHWAY WITH 1 LANE CLOSED, FLAGGER, PILOT CAR
TEMPORARY TRAFFIC SIGNALS OR AUTOMATED FLAGGER ASSISTANCE DEVICE (A.F.A.D)
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, TE710, TE712, TE714, TE720, TE728,
TE729, TE730, TE731, TE732, TE733 and/or TE734.
TYPICAL TRAFFIC CONTROL, 4-LANE DIVIDED HIGHWAY WITH 1 LANE CLOSED, CROSSOVER
FROM THE LEFT LANE OR RIGHT 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, TE710, TE712, TE714, TE722, TE740,
TE742, TE743 and/or TE744.
TYPICAL TRAFFIC CONTROL, MULTI-LANE HIGHWAY WITH 2 LANES CLOSED AND 4-LANE
UNDIVIDED HIGHWAY WITH ONE-HALF OF THE ROADWAY CLOSED
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, TE710, TE712, TE714, TE722, TE746
and/or TE748.
TYPICAL TRAFFIC CONTROL, 4-LANE HIGHWAY WITH CONSTRUCTION TRAFFIC ACROSS
THE MEDIAN
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 TE714 at no cost to the KDOT.
05-19-09 TE (AA)
Jul-09 Letting
07-08001-R02
Sheet 2 of 2
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
1. MUTCD COMPLIANCE:
KANSAS
ALL TEMPORARY TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION AND
MAINTENANCE SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS
WHICH HAS BEEN ADOPTED BY THE SECRETARY OF TRANSPORTATION. WHENEVER
THE TEMPORARY TRAFFIC CONTROL STANDARDS CONFLICT WITH THE MUTCD, THE
STANDARDS SHALL GOVERN.
2. DESIGN SPEED:
THOSE ITEMS DELEGATED TO TEMPORARY TRAFFIC CONTROL SHOULD BE DESIGNED
AND INSTALLED USING THE POSTED/LEGAL SPEED OF THE ROADWAY PRIOR TO WORK
STARTING.
3. CLEAR ZONE:
ALL CONSTRUCTION EQUIPMENT (INCLUDING VEHICLES), MATERIALS, AND
DEBRIS SHALL BE STORED OUT OF THE CLEAR ZONE. WHERE THIS CANNOT BE
ACHIEVED, THE CONTRACTOR SHALL PLACE APPROPRIATE SIGNS, OBJECT
IDENTIFIERS, AND/OR BARRICADES AS DESIGNATED BY THE ENGINEER. TEMPORARY
TRAFFIC CONTROL DEVICES NEEDED FOR THIS CONDITION SHALL BE CONSIDERED
SUBSIDIARY TO OTHER BID ITEMS.
4. MINIMUM LANE WIDTHS:
LANE WIDTHS SHALL BE A MINIMUM OF 11’ (MEASURED BETWEEN CENTERLINES
OF PAVEMENT MARKINGS) OR AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE
ENGINEER. A LANE WIDTH LESS THAN 11’ MAY REQUIRE RESTRICTED ROADWAY
WIDTH SIGNING.
5. FLAGGER:
A MINIMUM OF ONE FLAGGER SHALL BE STATIONED WITHIN EACH MULTI-LANE
ROADWAY ACTIVITY AREA WHERE WORK IS IN A CLOSED LANE ADJACENT TO
TRAFFIC AND NOT SEPARATED BY A CONCRETE SAFETY BARRIER SYSTEM.
6. PAVEMENT MARKING:
WHEN THE WORK WILL OCCUPY A LOCATION MORE THAN THREE DAYS, ALL CONFLICTING
PAVEMENT MARKINGS SHALL BE REMOVED OR MASKED AND ALL TRANSITION TAPERS,
CROSSOVERS, AND EDGE LINES ALONG CHANNELIZING DEVICES SHALL BE MARKED WITH
SOLID 4" WIDE PAVEMENT MARKING.
7. FIRST MODULE OF IBS:
THE FIRST MODULE OF EACH INERTIAL BARRIER SYSTEM (IBS) SHALL HAVE A
MINIMUM OF 2 SQ. FT. OF FLUORESCENT ORANGE ASTM TYPE IV SHEETING FACING
TRAFFIC. EITHER A VERTICAL RECTANGLE OR DIAMOND SHAPE MAY BE USED.
8. PEDESTRIAN / BICYCLE SAFETY:
WORK ZONE SIGNS SHALL NOT INHIBIT PEDESTRIAN AND BICYCLE TRAFFIC ON
SIDEWALKS OR OTHER AREAS DESIGNATED FOR PEDESTRIAN OR BICYCLE USE.
CONSIDERATION SHOULD BE MADE TO SEPARATE PEDESTRIAN AND BICYCLE MOVEMENTS
FROM BOTH WORK SITE ACTIVITY AND VEHICULAR TRAFFIC. UNLESS A REASONABLE
SAFE ROUTE THAT DOES NOT INVOLVE CROSSING THE ROADWAY CAN BE PROVIDED,
PEDESTRIANS AND BICYCLISTS SHOULD BE APPROPRIATELY DIRECTED WITH ADVANCE
SIGNING THAT ENCOURAGES THEM TO CROSS TO THE OPPOSITE SIDE OF THE ROADWAY.
IN URBAN AND SUBURBAN AREAS WITH HIGH VEHICULAR TRAFFIC VOLUMES, THESE
SIGNS SHOULD BE PLACED AT INTERSECTIONS (RATHER THAN MIDBLOCK LOCATIONS)
SO THAT PEDESTRIANS AND BICYCLISTS ARE NOT CONFRONTED WITH MIDBLOCK WORK
SITES THAT WILL INDUCE THEM TO ATTEMPT SKIRTING THE WORK SITE OR MAKING A
MIDBLOCK CROSSING.
WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED,
THE TEMPORARY FACILITIES SHALL BE DETECTABLE AND INCLUDE ACCESSIBILITY
FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN
FACILITY.
9. CHANGED STOP CONDITIONS:
ATTACH TWO FLAGS AND A RED TYPE "B" HIGH INTENSITY WARNING LIGHT TO ANY
STOP SIGN THAT CREATES A NEW STOP CONDITION OR MOVES THE STOP CONDITION
TO A NEW LOCATION. LEAVE FLAGS AND LIGHTS IN PLACE FOR AT LEAST THE FIRST
30 DAYS. INSTALL W3-1 (SYMBOLIC STOP AHEAD) SIGN IN ADVANCE OF STOP SIGN
IF STOP SIGN IS NOT VISIBLE FOR A MINIMUM OF DISTANCE ’A’ (SEE CHART ON
TE710) OR IF STOP CONDITION IS MOVED TO LESS THAN DISTANCE ’A’ FROM AN
3
4-20-09
2
8-8-07
1
12-29-05
NO.
DATE
REVISED NOTE 7
ADD NOTE13, REVISE NOTE 8 & WZ COMPONENTS
MODIFIED BUFFER SPACE TABLE
J.A.M.
A.A.A.
M.B.
A.A.A.
M.B.
A.A.A.
EXISTING STOP AHEAD SIGN.
10. LUMP SUM BIDDING:
BY
REVISION
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
WHEN TRAFFIC CONTROL IS BID LUMP SUM, ADDITIONAL DEVICES WILL BE PAID
FOR AS EXTRA WORK.
GENERAL TRAFFIC CONTROL
TE7OO
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
9/1/00
SHEET 1 OF 3
4-20-09
DETAILED
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
11. NIGHTTIME LIGHTING:
WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE
FLAGGER STATIONS, EQUIPMENT CROSSINGS, AND OTHER AREAS WHERE EXISTING
LIGHTING IS NOT ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY.
IN NO CASE SHALL FLOODLIGHTS BE PERMITTED TO CREATE A DISABLING GLARE FOR
THE DRIVER. THE ADEQUACY OF THE FLOODLIGHT PLACEMENT AND ELIMINATION OF
POTENTIAL GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT.
12. NCHRP REPORT 350 CRASHWORTHY REQUIREMENTS:
TRAFFIC CONTROL DEVICES SHALL MEET THE EVALUATION CRITERIA IN NCHRP REPORT
350 AS SUPPLEMENTED BY FHWA MEMORANDUM "IDENTIFYING ACCEPTABLE HIGHWAY
SAFETY FEATURES," DATED JULY 25, 1997. AVAILABLE ON THE INTERNET AT
http://safety.fhwa.dot.gov/roadway_dept/road_hardware/nchrp_350.htm
ANY DEVICE NOT ADDRESSED BY THE TE STANDARDS MAY BE APPROVED ON A CASE BY
CASE BASIS BY THE ENGINEER. THE DEVICE SHALL BE ACCOMPANIED BY AND INSTALLED
ACCORDING TO NCHRP REPORT 350.
THE CONTRACTOR SHALL:
1) PROVIDE TO THE ENGINEER A COPY OF THE MANUFACTURER’S SELF-CERTIFICATION
THAT ANY CATEGORY 1 (i.e. - PLASTIC CONICAL DELINEATORS, TUBULAR MARKERS,
DRUMS WITHOUT ATTACHMENTS) AND CATEGORY 2 (i.e. - PORTABLE SIGN STANDS
(WITH SIGNS), TYPE II AND III BARRICADES, AND VERTICAL PANELS) DEVICES
USED ON THE PROJECT ARE NCHRP REPORT 350 COMPLIANT.
2) PROVIDE TO THE ENGINEER A COPY OF THE ENTIRE FHWA NCHRP REPORT 350
ACCEPTANCE LETTER (WZ-xxx) FOR ANY CATEGORY 2 DEVICE (i.e. - PORTABLE SIGN
STANDS (WITH SIGNS), TYPE II AND III BARRICADES, AND VERTICAL PANELS) USED
ON THE PROJECT. WORK ZONE FHWA NCHRP REPORT 350 ACCEPTANCE LETTERS (WZ-xxx)
ARE AVAILABLE ON THE INTERNET AT:
http://safety.fhwa.dot.gov/roadway_dept/road_hardware/listing.cfm?code=workzone
3) CERTIFY THAT THE TRUCK MOUNTED ATTENUATORS (TMA’S) (WHICH ARE DEFINED
AS CATEGORY 3 DEVICES BY THE FHWA MEMORANDUM) WERE PURCHASED PRIOR TO
OCTOBER 1, 1998, AND INCLUDE A COPY OF THE ENTIRE FHWA ACCEPTANCE LETTER
STATING THAT THE TMA’S ARE NCHRP REPORT 230 COMPLIANT; OR IF THE DEVICES
WERE PURCHASED AFTER OCTOBER 1, 1998, INCLUDE A COPY OF THE ENTIRE FHWA’S
ACCEPTANCE LETTER STATING THAT THE TMA’S ARE NCHRP REPORT 350 COMPLIANT.
ALL CATEGORY 1 & 2 DEVICES SHALL BE NCHRP REPORT 350 COMPLIANT. TMA’S,
PURCHASED PRIOR TO OCTOBER 1, 1998, MAY BE USED UNTIL THE END OF THEIR
SERVICEABLE LIVES.
13. TYPE "A" LOW INTENSITY WARNING LIGHTS:
A TYPE "A" LOW INTENSITY WARNING LIGHT IS AN L.E.D. BI-DIRECTIONAL FLASHING
WORK ZONE WARNING LIGHT.
ARROW DISPLAYS
CAUTION
FLASHING ARROW
SEQUENTIAL ARROW
SEQUENTIAL CHEVRON
ARROW DISPLAY ELEMENTS SHALL BE CAPABLE OF A MINIMUM 50 PERCENT
DIMMING FROM THEIR FULL-RATED LAMP VOLTAGE. FULL LAMP VOLTAGE
3
4-20-09
2
8-8-07
1
12-29-05
NO.
DATE
REVISED NOTE 7
ADD NOTE13, REVISE NOTE 8 & WZ COMPONENTS
MODIFIED BUFFER SPACE TABLE
J.A.M.
A.A.A.
M.B.
A.A.A.
M.B.
A.A.A.
BY
REVISION
APP’D
SHOULD BE USED DURING THE DAY AND DIMMED MODE SHALL BE USED AT NIGHT.
FOR SHOULDER WORK, ROADSIDE WORK NEAR THE SHOULDER, BLOCKING
KANSAS DEPARTMENT OF TRANSPORTATION
THE SHOULDER, OR FOR TEMPORARY CLOSING ONE LANE ON A TWO-LANE,
TWO-WAY ROADWAY, AN ARROW PANEL SHALL BE USED ONLY IN THE CAUTION
MODE.
GENERAL TRAFFIC CONTROL
TE7OO
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
9/1/00
SHEET 2 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
BUFFER SPACE
SPEED (MPH) *
20
25
30
35
40
45
50
55
60
65
70
LENGTH (ft)
115
155
200
250
305
360
425
495
570
645
730
NEITHER WORK ACTIVITY NOR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL
SHOULD OCCUR IN THE BUFFER SPACE. WHEN A PROTECTION VEHICLE IS PLACED
IN ADVANCE OF THE WORK SPACE, ONLY THE SPACE UPSTREAM OF THE VEHICLE
CONSTITUTES THE BUFFER SPACE.
*
POSTED SPEED PRIOR TO WORK STARTING
IF TEMPORARY CONCRETE SAFETY BARRIER SYSTEM IS USED TO SEPARATE
APPROACHING TRAFFIC FROM THE WORK SPACE, THE BARRIER SYSTEM SHALL BE
CONSIDERED PART OF THE ACTIVITY AREA. A FULL LANE WIDTH SHOULD BE
AVAILABLE THROUGHOUT THE LENGTH OF THE BUFFER SPACE. SEE TYPICAL WORK
ZONE COMPONENTS.
INERTIAL BARRIER SYSTEM
CHANNELIZING
(SLOPED CONCRETE TREATMENT IS
DEVICE
OPTIONAL IF POSTED SPEED LIMIT
IS 40 MPH OR LESS)
PAVEMENT MARKING
CONCRETE SAFETY
(TEMPORARY)
BARRIER SYSTEM
ARROW
DISPLAY
SHOULDER
TAPER
TAPER "L"
BUFFER
DOWNSTREAM
WORK SPACE
SPACE
ADVANCED WARNING AREA
TRANSITION
TAPER
ACTIVITY AREA
TERMINATION AREA
AREA
NOTE:
TYPICAL WORK ZONE COMPONENTS
REFER TO STD. TE702 FOR
TAPER "L" FORMULA.
3
4-20-09
2
8-8-07
1
12-29-05
NO.
DATE
REVISED NOTE 7
ADD NOTE13, REVISE NOTE 8 & WZ COMPONENTS
MODIFIED BUFFER SPACE TABLE
J.A.M.
A.A.A.
M.B.
A.A.A.
M.B.
A.A.A.
BY
REVISION
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
GENERAL TRAFFIC CONTROL
TE7OO
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
9/1/00
SHEET 3 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
18"
MIN.
ORANGE
ORANGE
KANSAS
WHITE
WHITE
42"
6" TO 8"
MIN.
APPROX.
6" TO 8"
36"
6" TO 8"
6" TO 8"
CONICAL
DRUM
DELINEATOR
DRUMS AND CONICAL DELINEATORS SHALL HAVE AT LEAST TWO ORANGE AND TWO WHITE
6" TO 8" WIDE RETROREFLECTIVE STRIPES. ADDITIONAL STRIPES MAY BE
NON-RETROREFLECTIVE. IF THERE ARE NON-RETROREFLECTIVE SPACES BETWEEN
ADJACENT STRIPES, THEY SHALL BE NO MORE THAN 3" WIDE.
ALL RETROREFLECTIVE STRIPES ON DRUMS SHALL BE ASTM TYPE III SHEETING.
THE WHITE STRIPES ON CONICAL DELINEATORS SHALL BE ASTM TYPE III SHEETING.
ORANGE STRIPES ON ALL CONICAL DELINEATORS SHALL BE FLUORESCENT ORANGE ASTM
I
DE
NT
I
FI
ER
HE
AD
TO
OB
JE
CT
ITEM
HE
AD
PS
RA
M
LOCATION
TA
PE
RS
CR
OS
SOV
ER
S
SH
O
DI
O
VE
F
RS LY
I
ON
S
TA
NG
EN
TS
TYPE IV SHEETING.
PORTABLE
DRUMS
YES
YES
YES
YES
YES
(1)
YES
CONICAL DELINEATORS
YES
YES
YES
YES
YES
(1)
YES
VERTICAL PANELS
(2)
(2)
(2)
(2)
(2)
(1,2)
YES
NO
NO
NO
YES
NO
NO
NO
(2)
(2)
(2)
(2)
NO
NO
YES
TUBULAR MARKERS
(3)
(3)
(3)
NO
(3)
YES
NO
VERTICAL PANELS
(3)
(3)
(3)
(3)
(3)
(3)
YES
DIRECTION INDICATOR BARRICADE
TYPE II BARRICADE
FIXED
(1)
Not allowed on centerline delineation along freeways or expressways.
(2)
The stripes shall slope downward to the traffic side for channelization.
(3)
May be used upon the approval of the Engineer.
ORANGE
WHITE
3" TO 4"
6"
2"
36"
MIN.
4"
3
4-20-09
CHANNELIZER PLACEMENT & TRAFFIC CONE
2
8-8-07
TRIMLINE CHANGED TO CONICAL DELINEATOR
11-19-03
1
CHANGED BORDER
J.A.M. A.A.A.
M.B.
A.A.A.
B.H.
S.A.B.
BY
REVISION
NO.
APP’D
TRAFFIC CONE
KANSAS DEPARTMENT OF TRANSPORTATION
TRAFFIC CONES MAY BE USED AS CHANNELIZING DEVICES FOR DAYTIME
CHANNELIZING DEVICES
OPERATIONS ONLY. THEY WILL NOT BE PAID FOR SEPARATELY, BUT WILL
BE SUBSIDIARY TO OTHER TRAFFIC CONTROL BID ITEMS. THE ENGINEER
MAY REQUIRE THAT TRAFFIC CONES BE SUPPLEMENTED BY OTHER TRAFFIC
CONTROL DEVICES IN CERTAIN SITUATIONS.
TE7O2
FHWA APPROVAL
DESIGNED
DESIGN CK.
L.E.R.
9/1/00
SHEET 1 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
TAPER FORMULAS:
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
L = WS FOR SPEEDS OF 45 MPH OR MORE
2
L = WS /60 FOR SPEEDS OF 40 MPH OR LESS
WHERE:
L = MINIMUM LENGTH OF TAPER IN FEET
S = NUMERICAL VALUE OF POSTED SPEED
PRIOR TO WORK STARTING IN MPH
W = WIDTH OF OFFSET IN FEET
CHANNELIZER PLACEMENT:
(A) THE SPACING BETWEEN DEVICES IN TRANSITION AREA (TAPER) SHOULD NOT
EXCEED A DISTANCE IN FEET EQUAL TO 1/2 THE POSTED SPEED LIMIT IN MPH PRIOR
TO WORK STARTING.
(B) THE SPACING BETWEEN DEVICES IN THE ADVANCED WARNING AREA AND THE
ACTIVITY AREA SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO TWO TIMES THE
POSTED SPEED LIMIT IN MPH PRIOR TO WORK STARTING.
(C) CHANNELIZING DEVICES SHALL BE PLACED FOR OPTIMUM VISABILITY,
NORMALLY AT RIGHT ANGLES TO THE TRAFFIC FLOW.
(D) CHANNELIZING DEVICES PLACED ALONG SHOULDER EDGES OR IN DROPOFFS
SHALL HAVE A MINIMUM OF 24" FROM THE TOP OF THE CHANNELIZING
DEVICE TO THE TOP OF THE PAVEMENT.
24" MIN.
6
"
6
"
45
8" MIN.
12" MAX.
36"
MIN.
WHITE
ORANGE
TYPE II BARRICADE
FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED.
THE ENTIRE AREA OF BARRICADE RAILS, BOTH FRONT AND BACK, SHALL
BE ASTM TYPE III SHEETING.
THE STRIPES SHALL SLOPE DOWNWARD TO THE TRAFFIC SIDE FOR
2" MIN.
WHITE
CHANNELIZATION.
2"
ORANGE
3"
28"
2" TO 6"
3
4-20-09
CHANNELIZER PLACEMENT & TRAFFIC CONE
2
8-8-07
TRIMLINE CHANGED TO CONICAL DELINEATOR
MIN.
3"
11-19-03
1
CHANGED BORDER
M.B.
A.A.A.
B.H.
S.A.B.
BY
REVISION
NO.
J.A.M. A.A.A.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
CHANNELIZING DEVICES
TUBULAR MARKER
THE TWO WHITE RETROREFLECTIVE STRIPES SHALL
BE ASTM TYPE III SHEETING.
TE7O2
FHWA APPROVAL
DESIGNED
DESIGN CK.
L.E.R.
9/1/00
SHEET 2 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
24"
KANSAS
12"
36"
8"
4
"
45
4
"
DIRECTION INDICATOR BARRICADE
THE ARROW PANEL SHALL BE BLACK ON FLUORESCENT ORANGE ASTM TYPE IV
SHEETING. THE STRIPES SHALL BE ORANGE AND WHITE ASTM TYPE III
SHEETING SLOPING DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS.
THE DIRECTION INDICATOR BARRICADE SHALL BE USED IN SERIES TO
DIRECT THE MOTORIST INTO THE INTENDED LANE OF TRAVEL.
THE ARROW PANEL SHOULD NOT BE VISIBLE TO OPPOSING TRAFFIC.
12"
WHITE
ORANGE
4
"
4
"
24"
MIN.
36"
MIN.
45
VERTICAL PANEL
THE ENTIRE AREA OF VERTICAL PANELS, BOTH FRONT AND BACK, SHALL
HAVE ASTM TYPE III SHEETING. THE STRIPES SHALL SLOPE DOWNWARD
TO THE TRAFFIC SIDE FOR CHANNELIZATION.
3
4-20-09
CHANNELIZER PLACEMENT & TRAFFIC CONE
2
8-8-07
TRIMLINE CHANGED TO CONICAL DELINEATOR
11-19-03
1
J.A.M. A.A.A.
M.B.
A.A.A.
B.H.
S.A.B.
CHANGED BORDER
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
CHANNELIZING DEVICES
TE7O2
FHWA APPROVAL
DESIGNED
DESIGN CK.
L.E.R.
9/1/00
SHEET 3 OF 3
4-20-09
DETAILED
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
R11-4
TO
THRU TRAFFI
C
60"x 30"
ZONE
500’
R11-3A
POSITION)
WORK
60"x 30"
(WINGED
MI
LES AHEAD
BARRICADES
#
ROAD CLOSED
TYPE III
LOCAL TRAFFI
C ONLY
OR
OR
ROAD CLOSED
ROAD CLOSED
W2O-3
48"x 48"
1
OOO FT
ROAD
CLOSED
W2O-3
48"x 48"
5OO FT
ROAD
CLOSED
TYPE III BARRICADES
R11-2
COMPLETE CLOSURE
48"x 30"
ROAD
CLOSED
NOTE: SIGNS SHOWN FOR ONE APPROACH TO WORK ZONE.
LOCAL TRAFFI
C ONLY
KANSAS
500’
NOTE:
HOUSE, FIELD ENTRANCE,
THE R11-3A AND R11-4 SIGNS
OR PUBLIC ROAD (TYP.)
SHOULD BE ACCOMPANIED WITH
TYPE III BARRICADE
#
APPROPRIATE DETOUR SIGNING,
LENGTH TO THE NEAREST
USE R11-4 IF LESS THAN 1 MILE
AS SHOWN ON PROJECT TRAFFIC
MILE (NO DECIMAL
USE R11-3A IF 1 MILE OR MORE
MILEAGE)
CONTROL PLANS.
FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE
ROAD
WORK
AHEAD
R11-2
ZONE
W2O-1
48"X 30"
500’
1000’
48"x 48"
NOTE: SIGNS SHOWN FOR ONE APPROACH TO INTERSECTION (WORK ZONE).
CLOSED
ROAD
COMPLETE CLOSURE
ROAD
R11-2
48"x 30"
END
CLOSED
G2O-2
48"x 24"
TYPE III BARRICADES
ROAD WORK
W ORK
SIDE ROAD
TYPE III BARRICADE
FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN
R11-4
60"x 30"
TO
ROAD CLOSED
R11-3A
W ORK
5OO’
60"x 30"
POSITION)
SIDE ROAD
5OO’
#
ROAD CLOSED
(WINGED
MI
LES AHEAD
BARRICADES
LOCAL TRAFFI
C ONLY
OR
TYPE III
THRU TRAFFI
C
OR
LOCAL TRAFFI
C ONLY
ROAD CLOSED
W2O-3
48"x 48"
1
OOO FT
ROAD
CLOSED
W2O-3
48"x 48"
5OO FT
ROAD
CLOSED
R11-2
ZONE
TYPE III BARRICADES
48"x 30"
ROAD
COMPLETE CLOSURE
CLOSED
NOTE: SIGNS SHOWN FOR ONE APPROACH TO INTERSECTION (WORK ZONE).
HOUSE, FIELD ENTRANCE,
TYPE III BARRICADE
#
LENGTH TO THE NEAREST
MILE (NO DECIMAL
OR PUBLIC ROAD (TYP.)
USE R11-4 IF LESS THAN 1 MILE
USE R11-3A IF 1 MILE OR MORE
MILEAGE)
FIGURE 3: TYPICAL SIGNING FOR SIDE ROAD CLOSED
3
8-8-07
2
12-29-05
2-1-05
1
ADDED POSITION TO TYPE III BARRICADES
M.B.
A.A.A.
MODIFIED NOTE #1
M.B.
A.A.A.
MODIFIED NOTES TYPE III BARRICADES WITH LIGHTS
B.H.
A.A.A.
REVISION
BY
APP’D
NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
ROAD CLOSURES
TE704
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
SHEET 1 OF 3
8-8-07
DETAILED
DETAIL CK.
APP’D
B.A.H.
9/26/02
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
W2O-3
48"x 48"
ROAD
CLOSED
1
OOO FT
W2O-3
48"x 48"
ROAD
CLOSED
5OO FT
R11-4
60"x 30"
R11-3A
60"x 30"
ROAD CLOSED
OR
#
WORK
MI
LES AHEAD
LAST ACCESS FOR HOUSE
OR FIELD ENTRANCE
ROAD CLOSED
R11-2
TYPE III BARRICADES
(STAGGERED POSITION)
LOCAL TRAFFI
C ONLY
TYPE III BARRICADES
48"x 30"
ROAD
COMPLETE CLOSURE
CLOSED
NOTE: SIGNS SHOWN FOR ONE APPROACH TO WORK ZONE.
LOCAL TRAFFI
C ONLY
KANSAS
ZONE
500’
500’
HOUSE OR FIELD ENTRANCE
(TYP.)
TYPE III BARRICADE
USE R11-4 IF LESS THAN 1 MILE
LENGTH TO THE NEAREST MILE
#
USE R11-3A IF 1 MILE OR MORE
(NO DECIMAL MILEAGE)
FIGURE 4: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS
NOTES:
1. SIGNS:
THE R11-4 (ROAD CLOSED TO THRU TRAFFIC OR ROAD CLOSED
LOCAL TRAFFIC ONLY) SIGN SHALL BE USED WHEN THE DISTANCE
TO THE POINT OF COMPLETE CLOSURE OF THE ROADWAY IS LESS
THAN 1 MILE.
THE R11-3A (ROAD CLOSED
#MILES
AHEAD LOCAL TRAFFIC
ONLY) SIGN SHALL BE USED WHEN THE DISTANCE TO THE POINT
OF COMPLETE CLOSURE OF THE ROADWAY IS 1 MILE OR GREATER.
THE WORDS "BRIDGE OUT" (OR BRIDGE CLOSED) MAY BE SUBSTITUTED
FOR THE WORDS "ROAD CLOSED" ON THE R11-3A OR R11-4 SIGN
WHERE APPLICABLE.
2. BARRICADE PLACEMENT:
A) COMPLETE ROAD CLOSURE
WHEN A ROADWAY IS CLOSED, TYPE III BARRICADES SHALL BE
PLACED END-TO-END TO COMPLETELY COVER THE ROADWAY AND
SHOULDERS. WHEN ACCESS MUST BE ALLOWED FOR CONSTRUCTION
OR OTHER OFFICIAL/GOVERNMENT VEHICLES, TYPE III BARRICADES
SHALL BE LONGITUDINALLY STAGGERED FAR ENOUGH APART FROM ONE
ANOTHER TO ALLOW SAFE PASSAGE OF VEHICLES AND MAINTAIN THE
APPEARANCE OF A CLOSED ROADWAY. TYPE III BARRICADES SHALL
BE REALIGNED AND PLACED END-TO-END TO DENY ANY ACCESS WHEN
THE CONSTRUCTION ACTIVITY HAS CEASED FOR THE DAY.
B) ROAD CLOSED - LOCAL TRAFFIC
AS SHOWN IN FIGURE 4, WHEN LOCAL TRAFFIC MUST BE ALLOWED
ACCESS INTO THE WORK ZONE, TYPE III BARRICADES SHALL BE
LONGITUDINALLY STAGGERED TO MAINTAIN THE APPEARANCE OF A
CLOSED ROADWAY. A SECOND LINE OF END-TO-END TYPE III
BARRICADES SHALL BE PLACED JUST BEYOND THE LAST ACCESS
POINT IN THE WORK ZONE, TO COMPLETELY CLOSE THE ROADWAY AS
DESCRIBED IN NOTE 2-A.
3
8-8-07
2
12-29-05
2-1-05
1
ADDED POSITION TO TYPE III BARRICADES
M.B.
A.A.A.
MODIFIED NOTE #1
M.B.
A.A.A.
MODIFIED NOTES TYPE III BARRICADES WITH LIGHTS
B.H.
A.A.A.
REVISION
BY
APP’D
NO.
AS SHOWN IN FIGURE 1 AND FIGURE 3, AT THE POINT WHERE THRU
TRAFFIC MUST DETOUR AND LOCAL TRAFFIC CAN PROCEED TO THE
KANSAS DEPARTMENT OF TRANSPORTATION
LOCATION WHERE THE ROADWAY IS COMPLETELY CLOSED, THE R11-3A
(ROAD CLOSED # MILES AHEAD LOCAL TRAFFIC ONLY) OR R11-4
(ROAD CLOSED LOCAL TRAFFIC ONLY OR ROAD CLOSED TO THRU
TRAFFIC) SIGN SHALL BE USED WITH TYPE III BARRICADES (WINGED
POSITION), PLACED ON THE SHOULDERS OF ROADWAY.
TYPICAL TRAFFIC CONTROL
ROAD CLOSURES
TE704
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
SHEET 2 OF 3
8-8-07
DETAILED
DETAIL CK.
APP’D
B.A.H.
9/26/02
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
TYPE "A" LOW INTENSITY WARNING LIGHT
MOUNTED TO THE VERTICAL POST (TYP.)
48" MIN.
6
"
6
"
45
8" MIN.
12" MAX.
20"
5’
20"
MIN.
WHITE
ORANGE
TYPE III BARRICADE WITH LIGHTS
THE ENTIRE AREA OF BARRICADE RAILS, BOTH FRONT AND BACK,
SHALL HAVE ASTM TYPE III SHEETING.
THE STRIPES SHALL SLOPE DOWNWARD TO THE SIDE TRAFFIC IS TO
PROCEED OR TOWARD THE CENTER OF THE ROADWAY AT ROAD CLOSURES.
APPROVED SIGNS MOUNTED ON TYPE III BARRICADES SHOULD NOT
COVER MORE THAN 50% OF THE TOP TWO RAILS OR 33% OF THE
TOTAL AREA OF THE THREE RAILS.
WHEN BARRICADES ARE PLACED END-TO-END OR STAGGERED, A TYPE "A"
LOW INTENSITY WARNING LIGHT SHALL BE MOUNTED TO THE VERTICAL
POST NEAR EACH OUTSIDE CORNER OF THE END BARRICADES.
TYPE "A" LOW INTENSITY WARNING LIGHTS SHALL BE MAINTAINED SO
AS TO BE VISIBLE ON A CLEAR NIGHT FROM A DISTANCE OF 3000’.
3
8-8-07
2
12-29-05
2-1-05
1
ADDED POSITION TO TYPE III BARRICADES
M.B.
A.A.A.
MODIFIED NOTE #1
M.B.
A.A.A.
MODIFIED NOTES TYPE III BARRICADES WITH LIGHTS
B.H.
A.A.A.
REVISION
BY
APP’D
NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
ROAD CLOSURES
TE704
FHWA APPROVAL
SHEET 3 OF 3
8-8-07
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
9/26/02
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
GENERAL NOTES
KANSAS
1. MAINTENANCE:
THE CONTRACTOR SHALL MAINTAIN ALL SIGNS AND DEVICES IN AN UPRIGHT
POSITION. THE CONTRACTOR SHALL CLEAN OR REPLACE ANY DAMAGED
OR ILLEGIBLE SIGN OR DEVICE AS DIRECTED BY THE ENGINEER.
2. EXISTING SIGNS:
IF EXISTING SIGNS THAT ARE TO REMAIN (WHETHER DENOTED ON THE
PLANS OR NOT) INTERFERE WITH CONSTRUCTION WORK, THE CONTRACTOR SHALL
REMOVE, STORE, AND RESET THE SIGNS. THIS SHALL BE SUBSIDIARY TO
OTHER TRAFFIC CONTROL BID ITEMS. SIGNING DAMAGED BY THE
CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE.
3. CONFLICTING SIGNS, SIGNS NOT IN USE, AND TRAFFIC SIGNALS:
SIGNS AND TRAFFIC SIGNALS THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL
PLAN OR DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY
REMOVED, TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR
COMPLETELY COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL. TAPE
SHALL NOT BE APPLIED TO THE FACE OF THE SIGN.
4. PORTABLE AND POST MOUNTED SIGNS:
TEMPORARY TRAFFIC CONTROL SIGNS THAT ARE ANTICIPATED TO REMAIN IN
PLACE FOR 3 DAYS OR LESS ARE CONSIDERED "PORTABLE." PORTABLE SIGNS
SHALL BE MOUNTED ON AN APPROVED SUPPORT AT A MINIMUM HEIGHT OF 12"
ABOVE THE TRAVELED WAY. TRAFFIC CONTROL SIGNS IN PLACE FOR OVER 3 DAYS
ARE REQUIRED TO BE MOUNTED ON APPROVED POSTS. A MINIMUM OF 42" OF THE
APPROVED POST MUST BE BELOW THE GROUND SURFACE WITH ADEQUATE BACKFILL
AND COMPACTION. ALL POSTS AT MINIMUM SHALL EXTEND TO THE TOP EDGE OF
THE SIGN AND NO GREATER THAN 6" ABOVE THE SIGN.
WHEN THE SIGN WIDTH IS EQUAL TO OR GREATER THAN 9’, THREE OR
MORE WOOD POSTS MAY BE USED WITH A MINIMUM OF 4’ BETWEEN THE
CENTERLINE OF EACH POST. ALL SIGNS LESS THAN 9’ IN WIDTH SHALL
USE A MAXIMUM OF TWO WOOD POSTS.
"ROLL-UP" SIGNS MAY BE USED FOR PORTABLE WARNING SIGNS. THEY MUST BE
FLUORESCENT ORANGE ASTM TYPE IV SIGNS OF OPAQUE MATERIAL. MESH SIGNS
ARE NOT ALLOWED.
5. SHEETING:
ALL ORANGE SIGNS SHALL HAVE FLUORESCENT ORANGE ASTM TYPE IV SHEETING.
ALL OTHER SIGNS SHALL HAVE ASTM TYPE III SHEETING OF STANDARD COLORS.
6. SIGNS INVOLVING SPEEDS:
THE W3-5 (SPEED REDUCTION) SHOULD BE USED ONLY IF THE ENGINEER
DETERMINES THAT A REDUCED SPEED IS REQUIRED ON THE PROJECT.
THE KM4-20 (WORK ZONE) PLAQUE SHALL BE PLACED ABOVE ALL SPEED LIMIT
SIGNS, (R2-1), EXISTING AND TEMPORARY. MOUNT THE WORK ZONE PLAQUES
TO THE POST. DO NOT OVERLAP THE R2-1 AND KM4-20 SIGNS.
FOR SPEEDS OF 30 MPH OR LESS, THE W1-1(TURN) OR W1-3(REVERSE TURN)
SHOULD BE USED. FOR SPEEDS OF 35 MPH OR MORE, THE W1-2(CURVE) OR
W1-4(REVERSE CURVE) SHOULD BE USED. THE W13-1(MPH) IS TO BE ELIMINATED
IF THE ADVISORY SPEED IS WITHIN 5 MPH OF THE SPEED LIMIT.
7. SIGNS CONTROLLING WORK ZONE:
THE KG20-2(END ROAD WORK) SHOULD BE PLACED 5OO’ FROM THE END OF THE ACTUAL
WORK SPACE, NOT NECESSARILY AT THE EXTREME LIMITS OF THE PROJECT. THE
3
4-20-09
2
8-8-07
ADDED AFAD NOTE & NEW SIGN LAYOUT
J.A.M.
A.A.A.
KG20-2 SHOULD BE MOUNTED ON TWO POSTS. THE KG20-2 MAY BE MOUNTED ON ONE
POST IF IN URBAN AREAS WHERE UTILITIES ARE A PROBLEM AND WIND LOADS ARE
NOT AN ISSUE.
WHERE TWO WORK ZONES ARE LESS THAN 1 MILE APART IN RURAL AREAS OR
12-29-05
1
MODIFIED NOTES 4, 5, 6, 7 & 8, KG20-1 LAYOUT
M.B.
A.A.A.
MODIFIED FLAGS, M4-20 & SIGN LAYOUT INFO
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
MILE APART IN URBAN AREAS, THE KG20-2(END ROAD WORK) FOR THE FIRST
WORK ZONE AND THE W20-1(ROAD WORK) FOR THE SECOND WORK ZONE SHOULD BE
TRAFFIC CONTROL SIGNS
ELIMINATED.
TE71O
FHWA APPROVAL
SHEET 1 OF 3
4-20-09
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
9/1/OO
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
8. WARNING LIGHTS ON SIGNS:
TYPE "A" LOW INTENSITY WARNING LIGHTS SHOULD BE USED WITH ALL CONSTRUCTION
ACTION WARNING SIGNS AND SHALL NOT BE USED ON SIGNS MOUNTED LESS THAN 5’
HIGH ON TEMPORARY SUPPORTS. ON ALL OTHER CONSTRUCTION WARNING SIGNS,
TYPE "A" LOW INTENSITY WARNING LIGHTS ARE TO BE USED AS DIRECTED BY THE
ENGINEER.
TYPE "A" LOW INTENSITY WARNING LIGHTS SHALL BE MAINTAINED SO AS TO BE
CAPABLE OF BEING VISIBLE ON A CLEAR NIGHT FROM A DISTANCE OF 3000 FT. IF
A TYPE "A" LOW INTENSITY WARNING LIGHT HAS A SEPARATE BATTERY CASE, THE
BATTERY CASE SHALL BE MOUNTED NO HIGHER THAN 12" ABOVE THE GROUND AND
MOUNTED BEHIND THE SIGN POST. A TYPE "A" LOW INTENSITY WARNING LIGHT
WHERE THE LENS AND BATTERY ARE ONE UNIT SHALL BE MOUNTED ON THE TEMPORARY
SIGN POST NEAREST TO THE TRAVELED WAY. FLAGS SHALL NOT INTERFERE WITH THE
VISABILITY OF THE TYPE "A" LOW INTENSITY WARNING LIGHT.
TYPE "A" LOW INTENSITY WARNING
LIGHT MOUNTED TO SIGN POST
FLAG STAFF
TWO (2) 18" x 18" FLUORESCENT RED-ORANGE FLAGS SHALL
45 TO
45 TO
BE ATTACHED (IN THE POSITION SHOWN) ON THE W20-2(DETOUR),
65
65
W1-1(TURN), W1-2(CURVE), W1-3(REVERSE TURN), W1-4(REVERSE
CURVE), W3-3(SIGNAL AHEAD), W4-2(LANE REDUCTION), W20-4(ONE
LANE ROAD), W20-5(LANE CLOSED), W20-7A(FLAGGER), AND W3-4
FLAG
(BE PREPARED TO STOP) SIGNS AND ANY OTHER ACTION SIGNS AS
SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. THE FLAGS
AND STAFFS ARE TO BE ATTACHED IN SUCH A MANNER THAT THE SIGN
WILL NOT BE OBSCURED. THE FLAGS MAY BE EITHER A CLOTH OR
VINYL MATERIAL. THE FLAGS SHALL BE SUBSIDIARY TO THE
CONSTRUCTION SIGN BID ITEMS.
9.
AFAD’S
FLAGGER SHALL BE A PERSON WHO PROVIDES TEMPORARY TRAFFIC CONTROL.
FLAGGER STATIONS SHALL BE LOCATED SUCH THAT APPROACHING ROAD USERS
WILL HAVE SUFFICIENT DISTANCE TO STOP AT AN INTENDED STOPPING POINT.
THE FIVE CATEGORIES OF WORK DURATION AND THEIR TIME AT A LOCATION SHALL BE:
A.
LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3 DAYS.
B.
INTERMEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE THAN ONE
DAYLIGHT PERIOD UP TO 3 DAYS, OR NIGHTTIME WORK LASTING LONGER THAN 1 HOUR.
C.
SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN
1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD.
D.
SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR.
E.
MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY.
ONE LANE, TWO-WAY VEHICULAR TRAFFIC FLOW REQUIRES AN ALL-RED INTERVAL OF SUFFICIENT
DURATION FOR ROAD USERS TO CLEAR THE PORTION OF THE TEMPORARY TRAFFIC CONTROL
ZONE CONTROLLED BY THE TRAFFIC CONTROL SIGNALS. SAFEGUARDS SHALL BE INCORPORATED
TO AVOID THE POSSIBILITY OF CONFLICTING SIGNAL INDICATIONS AT EACH END OF THE
TEMPORARY TRAFFIC CONTROL ZONE.
3
4-20-09
2
8-8-07
12-29-05
1
ADDED AFAD NOTE & NEW SIGN LAYOUT
J.A.M.
A.A.A.
MODIFIED NOTES 4, 5, 6, 7 & 8, KG20-1 LAYOUT
M.B.
A.A.A.
MODIFIED FLAGS, M4-20 & SIGN LAYOUT INFO
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SIGNS
SHEET 2 OF 3
TE71O
FHWA APPROVAL
4-20-09
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
9/1/OO
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
SIGN LAYOUT INFORMATION
LETTER SIZES FOR BLACK ON
STD. SIZE
END
ORANGE "DESTINATION" SIGNS
EXPWY/FREEWAY
6" C
ROAD WORK
STD. SIZE
EXPWY/FREEWAY
6" C
10" D
48"x 24"
KG20-2
(BLACK ON ORANGE)
WORK ZONE
STD. SIZE
7 MI
LES
3" C
KM4-2O
(BLACK ON ORANGE)
NEXT
EXPWY/FREEWAY
6" C
48"x 12"
24"x 6"
W7-3a
COLORS:
LEGAND - BLACK (NON-REFLECTIVE)
BACKGROUND - ORANGE (REFLECTIVE)
NOTE:
MILEAGE TO BE DETERMINED
TEXT DIMENSIONS ARE IN INCHES.
BY THE ENGINEER.
BORDER IS BLACK NON-REFLECTIVE.
SEE STD. TE730 OR TE731 FOR KG20-5 SIGN LAYOUT.
UNEVEN
SHOULDER
LANES
DROP
OFF
W8-11
W8-9a
COLORS:
COLORS:
LEGAND - BLACK (NON-REFLECTIVE)
LEGAND - BLACK (NON-REFLECTIVE)
BACKGROUND - ORANGE (REFLECTIVE)
BACKGROUND - ORANGE (REFLECTIVE)
THIS SIGN IS TO BE INSTALLED FOR CONDITIONS OF HEIGHT
DIFFERENTIAL BETWEEN ADJACENT LANES OVER ONE (1) INCH.
IT IS TO BE PLACED AT EACH INTERSECTING CROSSROAD,
MAJOR TRAFFIC GENERATOR, OR AT APPROXIMATELY ONE-HALF
(1/2) MILE INTERVALS. THE SIGNS ARE TO BE REMOVED OR
COVERED WHEN NOT APPLICABLE.
ADVANCE WARNING SIGN SPACING (IN FEET):
A
B
C
URBAN (40 MPH OR LOWER)
100
100
100
URBAN (45 MPH OR HIGHER)
350
350
350
RURAL (55 MPH OR LOWER)
500
500
500
RURAL (60 MPH OR HIGHER)
750
750
750
1000
1500
2640
EXPRESSWAY/FREEWAY
3
4-20-09
2
8-8-07
12-29-05
1
THE SPACING BETWEEN ANY SIGNS MAY BE ADJUSTED
AS APPROVED BY THE ENGINEER IN ORDER
ADDED AFAD NOTE & NEW SIGN LAYOUT
J.A.M.
A.A.A.
MODIFIED NOTES 4, 5, 6, 7 & 8, KG20-1 LAYOUT
M.B.
A.A.A.
MODIFIED FLAGS, M4-20 & SIGN LAYOUT INFO
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TO MAXIMIZE VISIBILITY.
TRAFFIC CONTROL SIGNS
THE SPACING BETWEEN SIGNS SHALL BE NO LESS THAN
1OO’, UNLESS DIRECTED BY THE ENGINEER.
TE71O
FHWA APPROVAL
SHEET 3 OF 3
4-20-09
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
9/1/OO
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
PERFORATED SQUARE STEEL TUBE (P.S.S.T.) POST SETUP
INSTALL J-BOLT
AT BOTH ENDS
AND AT GROUND
LINE
18" MIN.
SPLICE
LENGTH
INSTALL J-BOLT AT
GROUND LEVEL
8" MIN.
1 1/2"
MAX.
GROUND LINE
A
A
1 1/2" MAX.
GROUND LINE
B
6" MIN.
6"
B
42"
42" MIN.
P.S.S.T. DETAIL
TELESCOPING P.S.S.T. DETAIL
FLAT
SIGN POST
WASHER
FLAT
ANCHOR POST
WASHER
ANCHOR
5/16" STD.
SIGN POST
PIER POST
5/16" STD.
CORNER BOLT
5/16" HEX
CORNER BOLT
SIGN POST
5/16" HEX
JAM NUT
JAM NUT
SECTION A-A
SECTION B-B
DETAILS FOR 2", 2 1/4", OR 2 1/2" SIGN POST
NOTE:
SIGN POSTS, POST ANCHORS, AND POST ANCHOR SLEEVES:
THE SIGN POSTS, POST ANCHORS, AND POST ANCHOR SLEEVES SHALL CONFORM
TO (1) HOT ROLLED CARBON STEEL ASTM A-570 GRADE 33 OR ASTM STRUCTURAL
QUALITY C 1021 WITH A HOT-DIPPED GALVANIZING CONFORMING TO ASHTO M-120
WITH AN INLINE SYSTEM FOLLOWED BY A CHROMATE CONVERSION AND A CROSSLINKED POLYURETHANE ACRYLIC EXTERIOR COATING OR (2) A GALVANIZED FINISH
COLD ROLLED CARBON STEEL ASTM A-446 GRADE A WITH A GALVANIZING CONFORMING
TO ASTM A 525, DESIGNATION G-90.
THE SIGN POST SHALL HAVE 7 /16" DIA. HOLES OR 7 /16" DIA. EMBOSSED RING (DIE-CUT
KNOCKOUTS) AT 1" CENTERS ON ALL FOUR SIDES FOR THE TOTAL LENGTH OF THE
3
POST. THE CORNER BOLTS, NUTS, AND WASHERS SHALL BE BID SUBSIDIARY.
2
4-20-09
1
ALL HOLES SHALL BE DRILLED OR PUNCHED AND ALL WELDS, CUTS, BURRS, AND
REVISED J-BOLT DETAIL
J.A.M.
BY
REVISION
NO.
A.A.A.
APP’D
SHARP EDGES ARE TO BE SMOOTHED OFF BEFORE APPLICATION OF FINISH.
KANSAS DEPARTMENT OF TRANSPORTATION
BASIS OF ACCEPTANCE:
APPROVED TEMPORARY
ACCEPTING OF THE STEEL POSTS, ANCHORS, SLEEVES, AND FASTENERS FURNISHED
POST SETUPS
TO COMPLY WITH THE ABOVE REQUIREMENTS WILL BE BASED ON RECEIPT AND
APPROVAL OF A TYPE D CERTIFICATION AS DESCRIBED IN SECTION 2600 OF
THESTANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE CONSTRUCTION (2007)
AMD VISUAL INSPECTION FOR CONDITION AND DIMENSIONAL REQUIREMENTS.
TE712
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
SHEET 1 OF 3
4-20-09
DETAILED
DETAIL CK.
APP’D
B.A.H.
7/3/07
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
WOOD POST
SETUP
3"
3"
3/8" DIA. HOLES
3/8" DIA. HOLES
AT 6" CENTERS
AT 6" CENTERS
DIRECTION OF
DIRECTION OF
TRAFFIC
TRAFFIC
B
B
5 1/2"
3 1/2"
C
L POST =
C
L FOOTING
4" x 4" S4S
TREATED
1 1/2"
WOOD POST
14 1/2"
A
4" x 6" S4S
DIA.
TREATED
HOLE
A
WOOD POST
4 3/4"
UNDISTURBED EARTH
UNDISTURBED EARTH
OR COMPACTED FILL
OR COMPACTED FILL
42" MIN.
42" MIN.
SIDE ELEVATION
SIDE ELEVATION
4" X 4" WOOD POST IN SOIL
4" X 6" WOOD POST IN SOIL
NOTE:
ALL SIGN MOUNTING HOLES IN THE WOOD
POSTS SHALL BE DRILLED PRIOR TO
TREATING.
BREAKAWAY HOLES AND FIELD CUTS SHALL
BE TREATED IN ACCORDANCE WITH THE
PRESERVATIVE TREATMENT SPECIFICATIONS.
3 1/2"
3
3
1/2"
1/2"
5 1/2"
SECTION A-A
SECTION B-B
3
2
4-20-09
1
REVISED J-BOLT DETAIL
REVISION
NO.
J.A.M.
A.A.A.
BY
APP’D
3 1/2"
KANSAS DEPARTMENT OF TRANSPORTATION
APPROVED TEMPORARY
4" MAX.
POST SETUPS
FRONT ELEVATION
TE712
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
SHEET 2 OF 3
4-20-09
DETAILED
DETAIL CK.
APP’D
B.A.H.
7/3/07
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
3 LB/F U-CHANNEL
SETUP
SIGN POST
(SPLICE POST TO
NON-IMPACTING SIOE
OF STUB)
A
A
TOP OF STUB
18" MIN.
LAP SPLICE
BOTTOM OF SIGN POST
24" MIN. FROM BOTTOM
OF SPLICE TO GROUND
LINE (IMPACT SIDE)
GROUND LINE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
GROUND LINE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
42" MIN.
BOTTOM OF STUB
NOTE:
THE LAP SPLICE IS 18" MIN. AND IS FASTENED BY
FOUR 5 /16" DIA. GALVANZIED A449 BOLTS (SAE
J429 GRADE 5) OR GALVANIZED A325 BOLTS.
TWO BOLTS AT BOTH ENDS OF THE SPLICE THROUGH
THE HOLES NEAREST THE ENDS OF THE SPLICE.
SPACERS WILL BE USED OVER THE BOLTS BETWEEN
THE SPLICED PIECES OF U-CHANNEL. THREADED OR
UNTHREADED SPACERS MAY BE USED. DO NOT SUBSTITUTE
PIPE OR OTHER "THINGS" FOR THE SPACERS.
SECTION A-A
SPACER
SIGN POST
TRAVEL
OF
DIRECTION
3
2
STUB
4-20-09
1
REVISED J-BOLT DETAIL
REVISION
NO.
J.A.M.
A.A.A.
BY
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
APPROVED TEMPORARY
POST SETUPS
TE712
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
SHEET 3 OF 3
4-20-09
DETAILED
DETAIL CK.
APP’D
B.A.H.
7/3/07
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
7"
GIVE
’EM A
9"
3"
9"
48"
3"
BRAKE
12"
5"
48"
KI-104a
COLORS:
BACKGROUND - BLACK
BORDER - WHITE
LEGEND - WHITE
STRIPES - ORANGE
BORDER WIDTH - 1"
STRIPE WIDTH - 4"
CORNER RADIUS - 3"
LEGEND:
" GIVE " - DUTCH 801 ROMAN SWC - 25 DEGREE SLANT
" ’EM A " - DUTCH 801 ROMAN SWC - 25 DEGREE SLANT
" BRAKE " - DUTCH 801 ROMAN SWC - 10 DEGREE SLANT
Y
4’-0"
5"
8"
4"
3’-0"
8"
3"
SIGN NUMBER
FINES DOUBLE
WIDTH x HEIGHT
4’-0" x 3’-0"
BORDER WIDTH
0.9"
CORNER RADIUS
3.0"
MOUNTING
GROUND
BACKGROUND
TYPE:
4"
REFLECTIVE
COLOR: WHITE
4"
X
LEGEND/BORDER
TYPE: NON-REFLECTIVE
COLOR: BLACK
0,0
41.8"
3.1"
3.1"
KI-105a
DIMENSIONS IN INCHES
SPACINGS ARE TO START OF NEXT LETTER
Y
FONT
HT
LEN
LETTER SPACINGS
8.0
23.0
D
28.6
9.7
6.4
3.2
7.3
6.4
5.4
9.7
3.9
6.9
7.5
7.3
7.3
6.4
4.9
3.9
3.1
1.6
2.7
3.2
4.3
3.8
3.6
2.8
8.0
11.0
D
40.3
4.0
4.0
D
3.2
3.4
3.8
3.6
3.2
2.7
41.8
3.1
3
4-20-09
2
8-8-07
12-29-05
1
ADDED DETAIL FOR SKID MOUNTED SIGNS
J.M.
A.A.A.
KI104 & KI105 CHANGE, ADDED GROUND MOUNT
M.B.
A.A.A.
ADD K TO I104 & I105
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
GROUND MOUNTED SIGNS DETAIL
DETAILS FOR "GIVE ’EM A BRAKE"
AND "FINES DOUBLE" SIGNS
TE714
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
9/1/OO
SHEET 1 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
GIVE
’EM A
6’ - 12’
6’
TRAVELED WAY
7’ MIN.
EDGE OF
5’ MIN.
EDGE OF SHOULDER
BRAKE
HEIGHT AND LATERAL PLACEMENT
NOTE:
IF THERE IS NO SHOULDER, THE SIGN SHALL BE PLACED 6’- 12’ FROM THE
EDGE OF TRAVELED WAY AND NOT LESS THAN 6’ FROM THE EDGE OF PAVED
SHOULDER. SIGNS SHALL NOT OVERLAP EACH OTHER.
NOTE:
THE SIGN BLANK MATERIAL SHALL BE ALUMINUM, WOOD,
OR FIBERGLASS REINFORCED PLASTIC.
THE ORANGE PORTION OF THE KI-104a SIGN SHALL BE
ASTM TYPE IV SHEETING. THE WHITE PORTION SHALL
BE ASTM TYPE III SHEETING.
THE KI-105a SIGN FACE SHALL BE COVERED WITH ASTM
TYPE III SHEETING.
THE SIGNS ARE TO BE MOUNTED ON CRASHWORTHY SUPPORTS,
BRACING, GUY WIRES AND TIE-DOWNS ARE NOT ALLOWED.
TYPICALLY, THERE ARE TWO SETS OF INFORMATIONAL
SIGNS INSTALLED PER PROJECT: ONE FOR EACH DIRECTION
OF TRAFFIC.
INSTALL SIGNS A MINIMUM OF 250’ IN ADVANCE OF THE ROAD
WORK AHEAD SIGN. THE ENGINEER MAY DESIGNATE A MORE
APPROPRIATE LOCATION IF CONDITIONS DICTATE.
THE INFORMATIONAL SIGNS ARE NOT TO INTERFERE WITH
THE TRAFFIC CONTROL SIGNS FOR THE PROJECT.
3
4-20-09
2
8-8-07
12-29-05
1
ADDED DETAIL FOR SKID MOUNTED SIGNS
J.M.
A.A.A.
KI104 & KI105 CHANGE, ADDED GROUND MOUNT
M.B.
A.A.A.
ADD K TO I104 & I105
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
GROUND MOUNTED SIGNS DETAIL
DETAILS FOR "GIVE ’EM A BRAKE"
AND "FINES DOUBLE" SIGNS
TE714
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
9/1/OO
SHEET 2 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
HEIGHT AND LATERAL DIMENSIONS FOR GROUND MOUNTED SIGNS
(SIGNS LEFT IN PLACE OVER 3 DAYS)
6’ - 12’
2’ MIN.
FACE OF
CURB
BOTTOM
BOTTOM
7’ MIN.
6’
MIN.
ROADWAY
OF CURB
OF SIGN
FROM TOP
SHOULDER
TRAVELED WAY
EDGE OF
EDGE OF
5’ MIN.
OF SIGN
ROADWAY
RURAL DISTRICT
URBAN DISTRICT
RURAL:
URBAN:
1) GROUND-MOUNTED SIGNS SHALL BE MOUNTED
1) SIGNS SHALL BE MOUNTED AT A MINIMUM
AT A MINIMUM HEIGHT OF 5’ MEASURED FROM
HEIGHT OF 7’ MEASURED FROM THE BOTTOM
THE BOTTOM OF SIGN TO THE NEAR EDGE OF THE
OF SIGN TO THE NEAR EDGE OF THE PAVEMENT.
PAVEMENT.
2) NEITHER PORTABLE NOR PERMANENT SIGN
2) LARGE SIGNS HAVING AN AREA EXCEEDING
SUPPORTS SHOULD BE LOCATED ON SIDEWALKS
50 SQUARE FEET INSTALLED ON MULTIPLE
OR AREAS DESIGNATED FOR PEDESTSRIAN OR
BREAKAWAY POSTS SHALL BE MOUNTED A
BICYCLE TRAFFIC.
MINIMUM OF 7’ ABOVE THE GROUND.
3) SIGNS MOUNTED LOWER THAN 7’ SHOULD
3) THE HEIGHT FROM THE BOTTOM OF THE
NOT PROJECT MORE THAN 4" INTO PEDESTRIAN
SECONDARY SIGN MOUNTED BELOW ANOTHER
FACILITIES.
SIGN MAY BE 4’ MEASURED FROM THE BOTTOM
OF THE SIGN TO THE NEAR EDGE OF THE
4) THE HEIGHT FROM BOTTOM OF THE SECONDARY
PAVEMENT. SIGNS SHALL NOT OVERLAP EACH
SIGN MOUNTED BELOW ANOTHER SIGN MAY BE 6’
OTHER.
MEASURED FROM THE BOTTOM OF SIGN TO THE
NEAR EDGE OF THE PAVEMENT. SIGNS SHALL NOT
4) SIGN SUPPORTS SHALL BE CRASHWORTHY.
OVERLAP EACH OTHER.
5) LARGE SIGNS HAVING AN AREA EXCEEDING
50 SQUARE FEET INSTALLED ON MULTIPLE
BREAKAWAY POSTS SHALL BE MOUNTED A
MINIMUM OF 7’ ABOVE THE GROUND.
6) SIGN SUPPORTS SHALL BE CRASHWORTHY.
POSITION OF TYPE "A" LOW
INTENSITY WARNING LIGHT
WHEN USED (SEE NOTE 8)
ROADWAY
BOTTOM
NOTE 4
EDGE OF TRAVELED WAY
VARIES,
SEE
2’ TO 12’
OF SIGN
3
4-20-09
2
8-8-07
12-29-05
1
ADDED DETAIL FOR SKID MOUNTED SIGNS
J.M.
A.A.A.
KI104 & KI105 CHANGE, ADDED GROUND MOUNT
M.B.
A.A.A.
ADD K TO I104 & I105
M.B.
A.A.A.
BY
REVISION
NO.
APP’D
SHOULDER
KANSAS DEPARTMENT OF TRANSPORTATION
GROUND MOUNTED SIGNS DETAIL
(SEE NOTE 4 FOR "ROLL-UP" SIGNS OPTION)
DETAILS FOR "GIVE ’EM A BRAKE"
AND "FINES DOUBLE" SIGNS
HEIGHT AND LATERAL DIMENSIONS FOR SIGNS
MOUNTED ON SKIDS OR OTHER SUPPORTS ON PAVEMENT
TE714
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
9/1/OO
SHEET 3 OF 3
APP’D
4-20-09
DETAILED
DETAIL CK.
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
FOR ADDITIONAL INFORMATION ON
REFER TO STD. TE700
CHANNELIZING DEVICES.
SHOULDER
A
48"x 48"
3
4-20-09
2
8-8-07
1
12-29-05
FHWA APPROVAL
DESIGNED
TE72O
L.E.R.
DESIGN CK.
A
SHOULDER
L/3
WORK
SPACE
5OO’
ON SHOULDER
SPACE
BUFFER
WORK
NO.
DETAILED
DETAIL CK.
ROAD WORK
KG20-2
END
4-20-09
B.A.H.
APP’D
ROAD
COMBINED AND MOVED GENERAL NOTE
REVISION
OMIT TAPER IF PAVED SHOULDER IS LESS THAN 8’ WIDE.
*
ROAD WORK
KG20-2
END
48"x 24"
J.A.M.
SHEET 1 OF 1
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
AHEAD, 1500 FT, OR 1
Channelizing Device
ROAD
MILE
YEAR
DELINEATION ON THE BARRIER SYSTEM IS STILL REQUIRED. SEE RD622.
5OO’
SHOULDER
A
PROJECT NO.
DEVICES ARE NOT NEEDED ALONG THE TANGENT BARRIER SECTION.
WHEN CONCRETE BARRIER SYSTEM IS USED, PORTABLE CHANNELIZING
FLASHING, OSCILLATING, OR STROBE LIGHTS IS USED.
SHOULDER
5OO’
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.
SPACE
OFF SHOULDER- WI
THI
N THE CLEAR ZONE
*
48"x 24"
NO TRAFFIC CONTROL IS REQUIRED IF THE WORK SPACE IS LOCATED
NOTE:
FOR LENGTH OF BUFFER SPACE.
REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND
TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING.
REFER TO STD. TE710
STATE
SHEET NO.
W20-1
SHEETS
48"x 48"
TOTAL
KANSAS
ROAD WORK
KG20-2
END
48"x 24"
WORK
SHOULDER
W20-1
WORK
48"x 48"
W21-5
G20-2 CHANGED TO KG20-2
M.B.
A.A.A.
A.A.A.
UPDATED END ROAD WORK SIGN DESIGNATION
M.B.
A.A.A.
BY
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
WORK ON OR NEAR THE SHOULDER
TYPICAL TRAFFIC CONTROL
UNDIVIDED HIGHWAY (2 OR 4 LANE)
9/1/OO
WORK
FOR ADDITIONAL INFORMATION ON
REFER TO STD. TE700
CHANNELIZING DEVICES.
SHOULDER
A
L/3
*
48"x 48"
W20-1
ROAD
WORK
SHOULDER
CLOSED
RIGHT
48"x 48"
W21-5A
X MILES
NEXT
24"x 18"
W7-3A
SHOULDER
RIGHT
CLOSED
48"x 48"
W21-5B
ROAD
WORK
48"x 48"
W20-1
3
4-20-09
2
8-8-07
1
12-29-05
NO.
TE722
FHWA APPROVAL
DESIGNED
L.E.R.
DESIGN CK.
4-20-09
DETAILED
DETAIL CK.
B.A.H.
APP’D
COMBINED AND MOVED GENERAL NOTE
REVISION
BY
SHEET 1 OF 1
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
DELINEATION ON THE BARRIER SYSTEM IS STILL REQUIRED. SEE RD622.
AHEAD, 1000 FT, 1500 FT OR
MILE
AHEAD, 1500 FT, OR 1
DEVICES ARE NOT NEEDED ALONG THE TANGENT BARRIER SECTION.
Channelizing Device
MILE
Length To The Nearest Whole Mile
WHEN CONCRETE BARRIER SYSTEM IS USED, PORTABLE CHANNELIZING
X
YEAR
FLASHING, OSCILLATING, OR STROBE LIGHT IS USED.
PROJECT NO.
DEVICES MAY BE ELIMINATED IF A VEHICLE WITH A HIGH-INTENSITY ROTATING,
OMIT TAPER IF PAVED SHOULDER IS LESS THAN 8’ WIDE.
*
THAN 2 MILES.
END
FOR OPERATIONS OF 60 MINUTES OR LESS, ALL SIGNS AND CHANNELIZING
500’
ROAD WORK
OUTSIDE OF THE CLEAR ZONE.
NO TRAFFIC CONTROL IS REQUIRED IF THE WORK SPACE IS LOCATED
48"x 24"
ELIMINATE W7-3A IF SHOULDER IS CLOSED FOR LESS
WORK SPACE
SHOULDER
500’
KG20-2
EACH DIRECTION OF TRAFFIC ACCORDING TO THE APPLICABLE TYPICAL DRAWING.
#
ON SHOULDER
SPACE
BUFFER
OFF SHOULDER- WI
THI
N THE CLEAR ZONE
WORK SPACE
KG20-2
48"x 24"
FOR WORK IN THE MEDIAN, INSTALL SIGNS AND CHANNELIZING DEVICES FOR
A
END
#
500’
SHOULDER
SHOULDER
ROAD WORK
NOTE:
B
FOR LENGTH OF BUFFER SPACE.
REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND
TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING.
REFER TO STD. TE710
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
J.A.M.
A.A.A.
G20-2 CHANGED TO KG20-2
M.B.
A.A.A.
UPDATED END ROAD WORK SIGN DESIGNATION
M.B.
A.A.A.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
WORK ON OR NEAR THE SHOULDER
TYPICAL TRAFFIC CONTROL
DIVIDED HIGHWAY
9/1/OO
AND AFAD
S
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
C
W14-3
B
B/2
B/2
PASSING
ZONE
ROAD
WORK
W20-1
48"x 48"
KG20-2
END
3OO’
TO
2OO’
SPEED
LIMIT
5OO’
24"x 3O"
R2-1
B/2
BE
B/2
ROAD WORK
END
SPEED
LIMIT
24"x 3O"
R2-1
RED
AFAD
WAIT
ON
STOP
48"x 48"
W3-5
ONE LANE
FLASHING
YELLOW
STOP OR SLOW
LIGHT
WAIT
ON
STOP
1
TO STOP
PREPARED
24"x 6"
KM4-2O
48"x 48"
AFAD
FLASHING
RED
AFAD
W20-7A
24"x 6"
KM4-2O
WORK ZONE
R2-1
SPEED
LIMIT
24"x 3O"
R2-1
PREPARED
TO STOP
BE
48"x 48"
W3-4
DO
NOT
PASS
24"x 3O"
R4-1
NO.
4-20-09
W20-4
TE728
FHWA APPROVAL
DESIGNED
DESIGN CK.
J.S.H.
4-20-09
SHEET 1 OF 2
DETAILED
DETAIL CK.
J.S.H.
APP’D
LIGHT
24"x 30"
(
AFAD)
B/2
B/2
B
CONFLICTING SIGNS AND SIGNS NOT IN USE:
CHANNELIZERS SPACED AT 20’ INTERVALS.
THERE SHOULD BE A MINIMUM OF SIX (6)
FOR NIGHTTIME OPERATIONS ONLY OR AS DIRECTED BY ENGINEER.
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
AFAD
Type
Be
"
A"Low
Speed To
I
ntensi
ty
The
Engi
neer
Warni
ng Li
ght
Determ i
ned By
AND AFAD
ON CENTERLI
NE BETWEEN R4-1
APPLIED TO THE FACE OF THE SIGN.
TAPE SHALL NOT BE
TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR COMPLETELY
COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL.
W20-4
CONI
CAL DELI
NEATORS OR DRUMS
C
DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY REMOVED,
OR
PADDLE
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING LIGHTS
KG20-2
SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL PLAN OR
S
SPACE
WORK ZONE
A
48"x 24"
YEAR
AHEAD,1
000 FT,1
500 FT,OR
A
SLOW
STOP
WORK
SPACE
BUFFER
AFAD
PROJECT NO.
AHEAD,1
500 FT,OR 1MI
LE
1
/2 MI
LE
S
48"x 24"
ROAD WORK
B/2
1
00’
LIGHT
Channel
i
zi
ng Devi
ce
B/2
SPEED
LIMIT
5OO’
YELLOW
LIGHT
GREATER THAN 8’)
WAIT
ON
(EXCLUDING CONCRETE SHOULDERS EQUAL TO OR
STOP
STOP
WAIT
ON
APPLY THIS DETAIL (TE728) FOR ALL SHOULDERS
W3-4
FOR LENGTH OF BUFFER SPACE.
48"x 48"
REFER TO STD. TE700
W20-7A
48"x 48"
STOP/SLOW
R4-1
AUTOMATED FLAGGER ASSI
STANCE DEVI
CE
PASSING
ALLOWED TO MOVE AROUND FLAGGER.
PASS
ZONE
CHANNELIZING DEVICES.
SPEED
AFTER STOPPING,
LI
MI
T
36"x 48"x 48"
UPON APPROVAL OF ENGINEER, TRUCKS MAY BE
W3-5
48"x 48"
REQUIRED TO STOP AT FLAGGER.
ROAD
REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND
ONE LANE
TRUCKS HAULING MATERIAL TO THE PROJECT ARE
ROAD
AND AFAD’S.
WORK
NOTE:
DO
NOT
NO
24"x 3O"
W14-3
48"x 48"
W20-1
48"x 48"
FOR ADDITIONAL INFORMATION ON
S
TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING,
S
REFER TO STD. TE710
S
NO
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
36"x 48"x 48"
SPEED
LI
MI
T
3
2
CHANGED LOCATION OF CENTERLINE DELINEATION
J.A.M.
A.A.A.
REVISION
BY
APP’D
ROAD
TYPICAL TRAFFIC CONTROL A.F.A.D.
KANSAS DEPARTMENT OF TRANSPORTATION
48"x 48"
TWO-LANE HIGHWAY ONE LANE CLOSED
EXCLUDING CONCRETE SHOULDERS
EQUAL TO OR GREATER THAN 8’
7/3/07
AND AFAD
S
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
C
W14-3
B
B/2
B/2
B/2
S
B/2
A
SPEED
LIMIT
TO
3OO’
2OO’
1
00’
TO
KM4-2O
4O’
2O’
5OO’
KG20-2
END
TAPE SHALL NOT BE
48"x 24"
ROAD WORK
APPLIED TO THE FACE OF THE SIGN.
R2-1
COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL.
TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR COMPLETELY
S
FLASHING
YELLOW
WORK
HERE ON
STOP
RED
SPACE
24"x 6"
KM4-2O
5OO’
4O’
TO
2O’
SPEED
LIMIT
A
24"x 3O"
R2-1
B/2
48"x 24"
KG20-2
ROAD WORK
END
SPEED
LIMIT
24"x 3O"
WORK ZONE
R2-1
PASSING
ZONE
36"x 48"x 48"
ROAD
ROAD
W20-4
WORK
48"x 48"
48"x 48"
W20-1
B/2
W3-4
B/2
B/2
SPEED
B
48"x 48"
W3-5
1
DESIGNED
DESIGN CK.
NO.
4-20-09
TE728
FHWA APPROVAL
J.S.H.
4-20-09
DETAILED
DETAIL CK.
J.S.H.
AND AFAD
SHEET 2 OF 2
APP’D
LI
MI
T
W14-3
PASS
R4-1
NO
48"x 48"
TO STOP
PREPARED
W20-7A
48"x 48"
CHANNELIZERS SPACED
FOR NIGHTTIME OPERATIONS ONLY OR AS DIRECTED BY ENGINEER.
YEAR
AT 20’ INTERVALS.
W20-4
ONE LANE
ON CENTERLI
NE BETWEEN R4-1
PROJECT NO.
THERE SHOULD BE A MINIMUM OF SIX (6)
WORK
CONI
CAL DELI
NEATORS OR DRUMS
C
W3-5
48"x 48"
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING LIGHTS
SPACE
BUFFER
(
AFAD)
BE
DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY REMOVED,
24"x 3O"
36"x 48"x 48"
SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL PLAN OR
S
24"x 30"
LENS
PASSING
ROAD
ROAD
RED/YELLOW
DO
NOT
ZONE
48"x 48"
W20-1
48"x 48"
AUTOMATED FLAGGER ASSI
STANCE DEVI
CE
S
CONFLICTING SIGNS AND SIGNS NOT IN USE:
S
NO
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
AFAD
R10-6
RED
FLASHING
YELLOW
HERE ON
STOP
RED
24"x 36"
R10-6
48"x 48"
W20-7A
WORK ZONE
24"x 6"
SPEED
LIMIT
24"x 3O"
R2-1
PREPARED
TO STOP
BE
48"x 48"
W3-4
DO
NOT
PASS
24"x 3O"
R4-1
SPEED
LI
MI
T
3
2
CHANGED LOCATION OF CENTERLINE DELINEATION
J.A.M.
A.A.A.
REVISION
BY
APP’D
ONE LANE
TYPICAL TRAFFIC CONTROL A.F.A.D.
KANSAS DEPARTMENT OF TRANSPORTATION
TWO-LANE HIGHWAY ONE LANE CLOSED
EXCLUDING CONCRETE SHOULDERS
EQUAL TO OR GREATER THAN 8’
QUANTITIES
Anthony A. Alrobaire
TRACED
7/3/07
QUAN. CK.
TRACE CK.
24"x 36"
AFAD
RED
SHOULDER (
8’MI
N.
)
C
S
B/2
36"x 48"x 48"
W14-3
750’
PASSING
ZONE
300’
NO
S
TAPER
B/2
B/2
PREPARED
B/2
CENTERLI
NE
ROAD
48"x 48"
W20-1
END TAPER
BEGIN TAPER
24" X 30"
R2-1
48"x 48"
TO STOP
BE
W3-4
SPEED
LI
MI
T
48"x 48"
W3-5
W20-4
NO.
1
DO
NOT
PASS
48"x 48"
R4-1
W13-1
M.P.H.
24"x 24"
4-20-09
TE729
FHWA APPROVAL
DESIGNED
J.S.H.
DESIGN CK.
4-20-09
SHEET 1 OF 2
DETAILED
DETAIL CK.
J.S.H.
APP’D
AFAD
24"x 3O"
Stri
ps
SPEED
LIMIT
Exi
sti
ng Shoul
der Rum bl
e
48"x 48"
Warni
ng Li
ght
LIGHT
I
ntensi
ty
24"x 30"
R2-1
WAIT
ON
STOP
BE
24"x 6"
KM4-2O
B/2
300’
TAPER
THERE
SHOULD
BE
A
MINIMUM
OF
SIX
(6)
ONE LANE
750’
B/2
AND FLAGGER
SPACED
AT
DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY REMOVED,
APPLIED TO THE FACE OF THE SIGN.
COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL.
TAPE SHALL NOT BE
TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR COMPLETELY
C
W1-4R
INTERVALS.
SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL PLAN OR
CHANNELIZERS
20’
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
CENTERLI
NE
OR DRUMS OFFSET 4’
FROM
W3-5
48"x 48"
200’
CONI
CAL DELI
NEATORS
B/2
END TAPER
FOR NIGHTTIME OPERATIONS ONLY OR AS DIRECTED BY ENGINEER.
CONFLICTING SIGNS AND SIGNS NOT IN USE:
SLOW
"
A"Low
YELLOW
48"x 48"
W20-1
24"x 24"
SHOULDER (
8’MI
N.
)
YEAR
Type
OR
FLASHING
Engi
neer
STOP
AFAD
MI
LE
AFAD
The
LIGHT
RED
1
/2
SPEED
LIMIT
Determ i
ned By
PREPARED
B/2
END
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING LIGHTS
5OO’
B/2
TO STOP
ROAD WORK
Be
S
SPACE
A
48"x 48"
KG20-2
Speed To
3OO’
TO
2OO’
WORK
SPACE
BUFFER
(
AFAD)
W3-4
48"x 24"
AHEAD,1
000 FT,1
500 FT,OR
A
SPEED
LIMIT
1
00’
LIGHT
PROJECT NO.
AHEAD,1
500 FT,OR 1MI
LE
S
B/2
5OO’
24"x 3O"
Channel
i
zi
ng Devi
ce
200’
FROM
OR DRUMS OFFSET 4’
CONI
CAL DELI
NEATORS
AND AFAD
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
KG20-2
END
8’WI
DE WI
TH OR WI
THOUT EXI
STI
NG RUMBLE STRI
PS
48"x 24"
ROAD WORK
CONCRETE SHOULDERS EQUAL TO OR GREATER THAN
APPLY THI
S DETAI
L (
TE729)FOR ALL ROADWAYS WI
TH
AFAD
FOR LENGTH OF BUFFER SPACE.
AFAD
FLASHING
RED
REFER TO STD. TE700
SLOW
STOP
WORK ZONE
W20-7A
SPEED
LIMIT
48"x 48"
ALLOWED TO MOVE AROUND FLAGGER.
SPEED
LI
MI
T
UPON APPROVAL OF ENGINEER, TRUCKS MAY BE
R2-1
R2-1
CHANNELIZING DEVICES.
24"x 3O"
REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND
YELLOW
LIGHT
PADDLE
ROAD
BEGIN TAPER
AND AFAD’S.
WAIT
ON
STOP/SLOW
W20-4
AUTOMATED FLAGGER ASSI
STANCE DEVI
CE
48"x 48"
AFTER STOPPING,
STOP
STOP
WAIT
ON
OR
M.P.H.
PASS
PASSING
REQUIRED TO STOP AT FLAGGER.
24" X 30"
ROAD
TRUCKS HAULING MATERIAL TO THE PROJECT ARE
WORK
W14-3
48"x 48"
DO
NOT
NO
W13-1
R4-1
ZONE
S
TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING,
S
NOTE:
36"x 48"x 48"
S
FOR ADDITIONAL INFORMATION ON
S
REFER TO STD. TE710
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
WAIT
ON
STOP
W20-7A
WORK ZONE
24"x 6"
KM4-2O
ONE LANE
ROAD
48"x 48"
3
2
REMOVED R4-1 & W3-4 FROM SIGN QUEUE
J.A.M.
A.A.A.
REVISION
BY
APP’D
W1-4R
TYPICAL TRAFFIC CONTROL A.F.A.D.
KANSAS DEPARTMENT OF TRANSPORTATION
TWO-LANE HIGHWAY ONE LANE CLOSED
CONCRETE SHOULDERS EQUAL TO OR GREATER
WORK
THAN 8’ WITH OR WITHOUT RUMBLE STRIPS
QUANTITIES
Anthony A. Alrobaire
TRACED
7/3/07
QUAN. CK.
TRACE CK.
SHOULDER (
8’MI
N.
)
C
S
W14-3
36"x 48"x 48"
B/2
PASSING
750’
300’
ROAD
48"x 48"
W20-1
S
TAPER
200’
B/2
AND AFAD
B/2
S
B/2
CENTERLI
NE
PREPARED
B/2
FROM
OR DRUMS OFFSET 4’
CONI
CAL DELI
NEATORS
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
A
S
TO
3OO’
SPEED
LIMIT
TO
KM4-2O
4O’
2O’
5OO’
2OO’
TAPE SHALL NOT BE
KG20-2
END
APPLIED TO THE FACE OF THE SIGN.
R2-1
1
00’
24"x 30"
COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL.
48"x 24"
ROAD WORK
WORK
FLASHING
RED
SPACE
HERE ON
STOP
SPACE
BUFFER
24"x 6"
KM4-2O
5OO’
4O’
TO
2O’
W20-7A
B/2
TO STOP
PREPARED
B/2
48"x 48"
B/2
B/2
SPEED
LI
MI
T
W3-4
BE
FROM
CENTERLI
NE
OR DRUMS OFFSET 4’
CONI
CAL DELI
NEATORS
24"x 3O"
48"x 24"
KG20-2
ROAD WORK
END
SPEED
LIMIT
24"x 3O"
R2-1
DO
NOT
PASS
R4-1
24" X 30"
W3-5
48"x 48"
ONE LANE
300’
W20-4
750’
48"x 48"
BEGIN TAPER
ROAD
END TAPER
B/2
C
AND AFAD
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
200’
W1-4R
WORK ZONE
24"x 36"
R10-6
W20-7A
48"x 48"
BEGIN TAPER
W20-4
48"x 48"
48"x 48"
24"x 24"
1
DESIGNED
NO.
4-20-09
TE729
FHWA APPROVAL
J.S.H.
DESIGN CK.
4-20-09
DETAILED
DETAIL CK.
J.S.H.
SHEET 2 OF 2
APP’D
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
AT 20’ INTERVALS.
CHANNELIZERS SPACED
YEAR
THERE SHOULD BE A MINIMUM OF SIX (6)
48"x 48"
W20-1
SHOULDER (
8’MI
N.
)
PROJECT NO.
FOR NIGHTTIME OPERATIONS ONLY OR AS DIRECTED BY ENGINEER.
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING LIGHTS
A
SPEED
LIMIT
48"x 48"
TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR COMPLETELY
48"x 48"
DO
NOT
(
AFAD)
PASS
NO
DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY REMOVED,
M.P.H.
R4-1
PASSING
SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL PLAN OR
W13-1
WORK
YELLOW
AFAD
LENS
24" X 30"
ROAD
ZONE
RED/YELLOW
24"x 24"
W14-3
R2-1
S
S
RED
AUTOMATED FLAGGER ASSI
STANCE DEVI
CE
36"x 48"x 48"
TAPER
S
CONFLICTING SIGNS AND SIGNS NOT IN USE:
S
NO
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
AFAD
FLASHING
RED
YELLOW
HERE ON
STOP
RED
24"x 36"
R10-6
WORK ZONE
24"x 6"
48"x 48"
SPEED
LIMIT
24"x 3O"
R2-1
TO STOP
BE
W3-4
SPEED
LI
MI
T
END TAPER
48"x 48"
W3-5
ONE LANE
ZONE
ROAD
3
2
REMOVED R4-1 & W3-4 FROM SIGN QUEUE
J.A.M.
A.A.A.
REVISION
BY
APP’D
W1-4R
TYPICAL TRAFFIC CONTROL A.F.A.D.
KANSAS DEPARTMENT OF TRANSPORTATION
W13-1
M.P.H.
TWO-LANE HIGHWAY ONE LANE CLOSED
CONCRETE SHOULDERS EQUAL TO OR GREATER
WORK
THAN 8’ WITH OR WITHOUT RUMBLE STRIPS
7/3/07
TO
STD.
TO
STD.
TE700
LENGTH
OF
INFORMATION
FOR
FOR
DEVICES.
TE702
AND
SPACE.
TAPERS
BUFFER
ON
ON
SPACING.
TO
OF
MOVE
AND FLAGGER
S
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
GREATER THAN 8’)
C
B
B/2
NO
PASSING
DO
NOT
PASS
ZONE
36"x 48"x 48"
W14-3
24"x 3O"
R4-1
W20-4
W20-1
48"x 48"
3
2
1
DESIGNED
4-20-09
8-8-07
12-29-05
NO.
48"x 48"
ROAD
WORK
TE73O
FHWA APPROVAL
B.A.H.
DESIGN CK.
DETAILED
DETAIL CK.
4-20-09
B.A.H.
BE
48"x 48"
W3-4
CHANGED LOCATION OF CENTERLINE DELINEATION
APP’D
I
ntensi
ty
TO STOP
"
A"Low
Warni
ng Li
ght
USE
WORK ZONE
TYPE
KM4-2O
24"x 6"
OPERATIONS
APPLICABLE,
NIGHTTIME
ONLY
"A"
5OO’
R2-1
OR
LOW
B/2
NOT
REVISION
SHEET 1 OF 2
SIGNS
FACE
OF
NOT
AS
FROM
SIGN.
48"x 48"
BY
B/2
R4-1
LIGHTS
ENGINEER.
WARNING
B
OR
TAPE
DIRECTION,
PLAN
C
OR
W3-5
48"x 48"
SHALL
NOT
COMPLETELY
BE
REMOVED,
CONTROL
IMMEDIATELY
TRAFFIC
BE
MATERIAL.
ANY
SHALL
TEMPORARY
USE:
WATERPROOF
TRAFFIC
THE
THE
IN
B/2
SPEED
CHANNELIZERS SPACED
DIRECTED
OPERATIONS
WITH
OPAQUE
TO
TRAFFIC
VISIBLE
THE
CONFLICT
AND
ADEQUATE
THE
TO
APPLIED
NOT
WITH
SO
TO
IN
SIGNS
ARE
APPLY
THAT
COVERED
TURNED
DO
SIGNS
CONFLICTING
AT 20’ INTERVALS.
BE
INTENSITY
B/2
24"x 3O"
THERE SHOULD BE A MINIMUM OF SIX (6)
FOR
WHEN
SPEED
LIMIT
A
R2-1
Engi
neer
SPACE
SPACE
BUFFER
24"x 3O"
The
S
WORK
FLAGGER
SPEED
LIMIT
Type
PREPARED
1
/2 MI
LE
BE
TO STOP
END
Determ i
ned By
F
L
A
G
G
E
R
3OO’
TO
2OO’
1
00’
MAY
PREPARED
ROAD WORK
Be
A
5OO’
TRUCKS
FLAGGER.
W3-4
KG20-2
Speed To
S
B/2
AROUND
ARE
STOPPING,
PROJECT
AFTER
48"x 24"
WORK
ROAD
48"x 48"
W20-4
ONE LANE
ROAD
AND FLAGGER
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
YEAR
AHEAD,1
000 FT,1
500 FT,OR
B/2
THE
PROJECT NO.
AHEAD,1
500 FT,OR 1MI
LE
Channel
i
zi
ng Devi
ce
B/2
(EXCLUDING CONCRETE SHOULDERS EQUAL TO OR
TO
FLAGGER.
ENGINEER,
AT
MATERIAL
STOP
APPROVAL
ALLOWED
UPON
TO
HAULING
REQUIRED
TRUCKS
NOTE:
APPLY THIS DETAIL (TE730) FOR ALL SHOULDERS
REFER
CHANNELIZING
REFER
SIGN
KG20-2
END
INFORMATION
48"x 24"
ROAD WORK
AND
SPEED
LIMIT
SIGNS
R2-1
ADDITIONAL
24"x 30"
FOR
W20-7A
48"x 48"
FLAGGER
CONTROL
PASSING
TE710
PASS
ZONE
TRAFFIC
DO
NOT
NO
24"x 3O"
W14-3
STD.
LI
MI
T
36"x 48"x 48"
TO
S
TEMPORARY
S
S
REFER
W20-1
48"x 48"
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
48"x 48"
W20-7A
WORK ZONE
24"x 6"
KM4-2O
SPEED
LIMIT
24"x 3O"
R2-1
SPEED
LI
MI
T
48"x 48"
W3-5
J.A.M.
A.A.A.
SIGN SPACING CHANGE, TRUCKS HAULING NOTE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
ONE LANE
BY
A.A.A.
ROAD
APP’D
TYPICAL TRAFFIC CONTROL FLAGGER OR PILOT CAR
KANSAS DEPARTMENT OF TRANSPORTATION
EXCLUDING CONCRETE SHOULDERS
TWO-LANE ONE LANE CLOSED
EQUAL TO OR GREATER THAN 8’
QUANTITIES
Anthony A. Alrobaire
TRACED
9/1/OO
QUAN. CK.
TRACE CK.
NO
PASSING
DO
NOT
PASS
W14-3
24"x 3O"
R4-1
ONE LANE
ROAD
48"x 48"
48"x 48"
W20-1
12"
W3-4
ROAD WORK
S
KG20-2
A
24"
3
2
4-20-09
8-8-07
1
12-29-05
ROAD
WORK
TE73O
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
NO.
DETAILED
DETAIL CK.
5OO’
WORK SPACE
A
4-20-09
B.A.H.
APP’D
KG20-5
CHANGED LOCATION OF CENTERLINE DELINEATION
REVISION
48"x 48"
FOR
BY
SIDE
CONTROLLED
A
WILL
HOUR
W2O-7A
EACH
A
EACH
IN FRONT OF THE EXISTING STOP SIGN,
A
MINIMUM OF 6" BELOW THE BOTTOM OF THE
STOP SIGN.
THE SIGN SHOULD BE REMOVED
OR COVERED WHEN THERE IS NO PILOT CAR.
THE KG20-5 SIGN SHALL BE PLACED IMMEDIATELY
BE MOUNTED ON AN APPROVED PORTABLE SUPPORT
AND NOT ATTACHED TO THE EXISTING STOP SIGN POST.
THE KG20-5 (WAIT FOR PILOT CAR) SIGN SHALL
PASS
B/2
C
48"x 48"
W20-4
36"x 48"x 48"
ONE LANE
ROAD
W14-3
24"x 3O"
NO
R4-1
AND FLAGGER
NIGHTTIME OPERATIONS ONLY OR AS
WARNING LIGHTS FOR
WHEN APPLICABLE, USE TYPE "A" LOW
CHANNELIZERS SPACED AT 20’ INTERVALS.
THERE SHOULD BE A MINIMUM OF SIX (6)
DIRECTED BY ENGINEER.
WORK
ON CENTERLI
NE BETWEEN R4-1
OR REMOVED BETWEEN FLAGGER STATIONS.
INTENSITY
W20-1
CONI
CAL DELI
NEATORS OR DRUMS
ROAD
EXISTING SIGNS SHALL NOT BE COVERED
B/2
DO
NOT
NOTE:
48"x 48"
NOT REQUIRED ON SUBSTANTIAL MAINTENANCE PROJECTS (1R)
IS
ON
PLACE
SIGN
THAT
SYMBOL)
REQUIRED.
PAID
THE
TO
FLAGGER
BY
SUBSIDIARY
TO STOP
5OO’
W3-4
B
YEAR
W20-1
WORK
ROAD
48"x 24"
IS
FLAGGER
AT
AND
IN
DETERMINED
SINGLE
BE
FOR
ROAD
ADDITIONAL
IF
AND
APPROACH
FLAGGER.
ROAD
(FLAGGER
ARE
MEASURED
THEY
BE
EACH
ITEMS.
ENGINEER,
OTHER
NEED
SIDE
A
HIGHWAY
REQUESTED
ENGINEER. A
INTERSECTION
THE
EACH
BY
SHALL
INTERSECTION
THE
MINOR
SPACE.
AT
ALL
INTERSECTIONS
AT
A
FLAGGER
WORK
COLLECTOR
THE
A
MAJOR
FLAGGER
SPACE
PLACE
NOTE:
WORK
48"x 24"
PI
LOT CAR
R1
-1
3O"x 3O"
S
SPACE
BUFFER
PREPARED
END
WAI
T FOR
STOP
APPROACH TO WORK SPACE
TYPI
CAL SI
GNI
NG FOR A MI
NOR SI
DE ROAD
KG20-5
BLACK ON ORANGE
WAI
T FOR
PI
LOT CAR
48"x 48"
Min.
B
END
BE
6" C
TO STOP
48"
PREPARED
6" C
B/2
A
KG20-2
END
S
B/2
TO
3OO’
BE
ROAD WORK
ROAD WORK
C
W20-7A
2OO’
G
E
R
G
PASSING
48"x 24"
5OO’
W20-7A
24"
AND FLAGGER
48"x 48"
PROJECT NO.
KG2O-2
ON CENTERLI
NE BETWEEN R4-1
R
E
G
G
A
L
F
48"x
CONI
CAL DELI
NEATORS OR DRUMS
S
ZONE
ZONE
48"x 48"
F
L
A
S
S
FLAGGER AND PI
LOT CAR
48"x 48"
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
36"x 48"x 48"
J.A.M.
A.A.A.
SIGN SPACING CHANGE, TRUCKS HAULING NOTE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
BY
A.A.A.
W20-4
SHEET 2 OF 2
APP’D
TYPICAL TRAFFIC CONTROL FLAGGER OR PILOT CAR
KANSAS DEPARTMENT OF TRANSPORTATION
EXCLUDING CONCRETE SHOULDERS
TWO-LANE ONE LANE CLOSED
EQUAL TO OR GREATER THAN 8’
QUANTITIES
Anthony A. Alrobaire
TRACED
9/1/OO
QUAN. CK.
TRACE CK.
SHOULDER (
8’MI
N.
)
C
W14-3
750’
ZONE
TAPER
300’
NO
S
B/2
B/2
B/2
CENTERLI
NE
WORK
W20-1
48"x 48"
TO STOP
BE
48"x 48"
W3-4
SPEED
LI
MI
T
48"x 48"
W3-5
END TAPER
36"x 48"x 48"
48"x 48"
W1-4R
DO
NOT
PASS
48"x 48"
R4-1
24" X 30"
24"x 24"
3
4-20-09
2
8-8-07
1
12-29-05
NO.
TE731
FHWA APPROVAL
DESIGNED
DESIGN CK.
B.A.H.
4-20-09
DETAILED
DETAIL CK.
B.A.H.
APP’D
REMOVED R4-1 & W3-4 FROM SIGN QUEUE
REVISION
Exi
sti
ng Shoul
der Rum bl
e
Stri
ps
Warni
ng Li
ght
Engi
neer
R2-1
The
24"x 3O"
Determ i
ned By
R2-1
I
ntensi
ty
24"x 3O"
B/2
SPEED
LI
MI
T
48"x 48"
FROM
CENTERLI
NE
W3-5
48"x 48"
200’
OR DRUMS OFFSET 4’
CONI
CAL DELI
NEATORS
B/2
ONE LANE
750’
W20-4
B/2
PREPARED
24"x 3O"
R2-1
SPEED
LIMIT
24"x 6"
W20-7A
KM4-2O
END TAPER
AND FLAGGER
ON CENTERLI
NE BETWEEN R4-1
M.P.H.
W1-4R
J.A.M.
BY
SHEET 1 OF 2
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
APPLIED TO THE FACE OF THE SIGN.
TAPE SHALL NOT BE
TURNED SO NOT VISIBLE TO TRAFFIC FROM ANY DIRECTION, OR COMPLETELY
DO NOT APPLY TO THE TRAFFIC OPERATIONS SHALL BE IMMEDIATELY REMOVED,
COVERED WITH ADEQUATE OPAQUE WATERPROOF MATERIAL.
WORK
SHOULDER (
8’MI
N.
)
R4-1
SIGNS THAT ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL PLAN OR
CONFLICTING SIGNS AND SIGNS NOT IN USE:
AT 20’ INTERVALS.
CHANNELIZERS SPACED
FOR NIGHTTIME OPERATIONS ONLY OR AS DIRECTED BY ENGINEER.
THERE SHOULD BE A MINIMUM OF SIX (6)
C
CONI
CAL DELI
NEATORS OR DRUMS
300’
TAPER
48"x 48"
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING LIGHTS
SPEED
LIMIT
Be
B/2
TO STOP
END
"
A"Low
S
5OO’
BE
ROAD WORK
YEAR
Type
MI
LE
F
L
A
G
G
E
R
3OO’
TO
2OO’
SPACE
B/2
W3-4
KG20-2
Speed To
PREPARED
1
/2
A
WORK
SPACE
BUFFER
A
48"x 24"
AHEAD,1
500 FT,OR 1MI
LE
S
B/2
KG20-2
END
1
00’
W20-7A
PROJECT NO.
AHEAD,1
000 FT,1
500 FT,OR
B/2
5OO’
48"x 24"
ROAD WORK
48"x 48"
Channel
i
zi
ng Devi
ce
S
200’
FROM
OR DRUMS OFFSET 4’
CONI
CAL DELI
NEATORS
AND FLAGGER
ON CENTERLI
NE BETWEEN R4-1
CONI
CAL DELI
NEATORS OR DRUMS
WI
TH OR WI
THOUT EXI
STI
NG RUMBLE STRI
PS
R2-1
SPEED
LIMIT
CONCRETE SHOULDERS EQUAL TO OR GREATER THAN 8’WI
DE
FLAGGER
ALLOWED TO MOVE AROUND FLAGGER.
APPLY THI
S DETAI
L (
TE731
)FOR ALL ROADWAYS WI
TH
FOR LENGTH OF BUFFER SPACE.
24"x 30"
REFER TO STD. TE700
48"x 48"
AFTER STOPPING,
UPON APPROVAL OF ENGINEER, TRUCKS MAY BE
ROAD
BEGIN TAPER
REQUIRED TO STOP AT FLAGGER.
NO
CHANNELIZING DEVICES.
48"x 48"
DO
NOT
PASSING
TRUCKS HAULING MATERIAL TO THE PROJECT ARE
S
REFER TO STD. TE702 FOR INFORMATION ON TAPERS AND
PASS
ZONE
WORK ZONE
F
L
A
G
G
E
R
NOTE:
W13-1
24" X 30"
W14-3
S
FOR ADDITIONAL INFORMATION ON
24"x 24"
ROAD
36"x 48"x 48"
S
TEMPORARY TRAFFIC CONTROL SIGNS AND SIGN SPACING.
S
REFER TO STD. TE710
W20-1
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
WORK ZONE
24"x 6"
KM4-2O
SPEED
LIMIT
ONE LANE
PASSING
BEGIN TAPER
ROAD
W20-4
SIGN SPACING CHANGE, TRUCKS HAULING NOTE
M.B.
A.A.A.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
APP’D
TYPICAL TRAFFIC CONTROL FLAGGER OR PILOT CAR
KANSAS DEPARTMENT OF TRANSPORTATION
W13-1
M.P.H.
CONCRETE SHOULDERS EQUAL TO OR GREATER
TWO-LANE ONE LANE CLOSED
ROAD
THAN 8’ WITH OR WITHOUT RUMBLE STRIPS
2/1/05
48"x 48"
W14-3
B/2
48"x 48"
W1-4R
24"x 24"
W13-1
M.P.H.
DO
NOT
PASS
R4-1
24" X 30"
ROAD
WORK
48" X 48"
W20-1
750’
S
W3-4
ONE LANE
ROAD
BEGIN TAPER
END TAPER
48" X 48"
W20-4
AT 20’ INTERVALS.
3
4-20-09
2
8-8-07
1
TE731
DESIGNED
DESIGN CK.
6" C
6" C
12-29-05
FHWA APPROVAL
B.A.H.
DETAILED
DETAIL CK.
B
24"
KG20-5
BLACK ON ORANGE
WAI
T FOR
PI
LOT CAR
48"
S
LIGHTS
48" X 24"
BY ENGINEER.
CHANNELIZERS SPACED
Min.
12"
THERE SHOULD BE A MINIMUM OF SIX (6)
OR AS DIRECTED
KG20-2
BE
WHEN APPLICABLE, USE TYPE "A" LOW INTENSITY WARNING
PREPARED
FOR NIGHTTIME OPERATIONS ONLY
END
OR REMOVED BETWEEN
S
B
48" X 48"
FLAGGER STATIONS.
SIGNS SHALL NOT BE COVERED
C
200’
300’
TAPER
ROAD WORK
TO STOP
EXISTING
36"x 48"x 48"
CENTERLI
NE
A
5OO’
S
SPACE
BUFFER
WORK
SPACE
TO
FROM
CENTERLI
NE
OR DRUMS OFFSET 4’
FLAGGER
NO.
4-20-09
B.A.H.
FOR
IS
THE
HOUR
BY
SIDE
48" X 48"
A
WILL
AT
W2O-7A
EACH
A
EACH
FLAGGER
BY
TO
FLAGGER
CONTROLLED
ON
PLACE
SIGN
THAT
SYMBOL)
REQUIRED.
APPROACH
FLAGGER.
ROAD
(FLAGGER
ARE
PAID
A
SUBSIDIARY
REQUESTED
IS
AND
IN
DETERMINED
SINGLE
BE
FOR
ROAD
ADDITIONAL
IF
AND
EACH
MEASURED
THEY
BE
ENGINEER,
ITEMS.
INTERSECTION
OTHER
EACH
ENGINEER. A
SHALL
THE
INTERSECTION
BY
HIGHWAY
NEED
SIDE
THE
MINOR
SPACE.
AT
ALL
INTERSECTIONS
AT
A
WORK
COLLECTOR
A
FLAGGER
THE
MAJOR
PLACE
NOTE:
A
PREPARED
BE
B
ROAD
ONE LANE
48" X 48"
TO STOP
W3-4
END TAPER
TAPER
W1-4R
BEGIN TAPER
24" X 30"
C
R4-1
W13-1
PASSING
NO
M.P.H.
WORK
WAI
T FOR
WI
THOUT A FLAGGER
W20-1
WORK
ROAD
48"x 24"
KG20-5
PI
LOT CAR
R1
-1
3O"x 3O"
48"x 48"
A
STOP
APPROACH TO WORK SPACE
5OO’
WORK SPACE
OR COVERED WHEN THERE IS NO PILOT CAR.
THE SIGN SHOULD BE REMOVED
IN FRONT OF THE EXISTING STOP SIGN,
A
MINIMUM OF 6" BELOW THE BOTTOM OF THE
THE KG20-5 SIGN SHALL BE PLACED IMMEDIATELY
BE MOUNTED ON AN APPROVED PORTABLE SUPPORT
AND NOT ATTACHED TO THE EXISTING STOP SIGN POST.
STOP SIGN.
ROAD
48" X 48"
W20-1
SHOULDER (
8’MI
N.
)
SUBSTANTIAL MAINTENANCE PROJECTS (1R)
AND FLAGGER
ON CENTERLI
NE BETWEEN R4-1
B/2
36"x 48"x 48"
THE KG20-5 (WAIT FOR PILOT CAR) SIGN SHALL
NOT REQUIRED ON
W20-4
48" X 48"
300’
750’
48"x 48"
CONI
CAL DELI
NEATORS OR DRUMS
200’
PASS
TYPI
CAL SI
GNI
NG FOR A MI
NOR SI
DE ROAD
5OO’
B
24"x 24"
ZONE
W20-7A
R
E
G
G
A
L
F
CONI
CAL DELI
NEATORS
300’
DO
NOT
W14-3
200’
FLAGGER AND PI
LOT CAR
W20-7A
NOTE:
ZONE
SHOULDER (
8’MI
N.
)
NO
48" X 48"
END
R
E
G
G
A
L
F
24"
PASSING
FROM
END
KG2O-2
OR DRUMS OFFSET 4’
KG20-2
48" X 24"
48"x
S
CONI
CAL DELI
NEATORS
ROAD WORK
ROAD WORK
S
AND FLAGGER
S
ON CENTERLI
NE BETWEEN R4-1
S
CONI
CAL DELI
NEATORS OR DRUMS
STATE
PROJECT NO.
YEAR
APP’D
SHEET NO.
SHEETS
TOTAL
KANSAS
SIGN SPACING CHANGE, TRUCKS HAULING NOTE
REMOVED R4-1 & W3-4 FROM SIGN QUEUE
REVISION
J.A.M.
M.B.
A.A.A.
BY
SHEET 2 OF 2
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
APP’D
TYPICAL TRAFFIC CONTROL FLAGGER OR PILOT CAR
KANSAS DEPARTMENT OF TRANSPORTATION
CONCRETE SHOULDERS EQUAL TO OR GREATER
TWO-LANE ONE LANE CLOSED
THAN 8’ WITH OR WITHOUT RUMBLE STRIPS
2/1/05
C
W20-4 AND STOP LI
NE
S
OR DRUMS ON CENTERLI
NE BETWEEN
B
CONI
CAL DELI
NEATORS,TUBULAR MARKERS,
*
B
B/2
B/2
SPEED
LIMIT
A
5OO’
CENTERLINE
WORK
W20-1
48"x 48"
W14-3
W3-5
1
ONE LANE
ROAD
ROAD
W20-4
DESIGNED
DESIGN CK.
3
8-8-07
2
12-29-05
NO.
2-1-05
TE732
FHWA APPROVAL
B.A.H.
8-8-07
DETAILED
DETAIL CK.
B.A.H.
WORK ZONE
SPEED
LIMIT
24"x 3O"
R2-1
PREPARED
TO STOP
BE
ZONE
REVISION
APP’D
SHEET 1 OF 2
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
Type
"
A"Low
KG20-2
END
48"x 24"
ROAD WORK
I
ntensi
ty
Warni
ng Li
ght
**
24"x 36"
KM4-2O
YELLOW
AND
24"x3O"
R2-1
TE734
B/2
B
*
SPEED
ZONE
PASSING
W3-4
FOR ADDITIONAL
*
BE
B/2
PREPARED
TEMPORARY TRAFFIC SIGNAL DETAILS.
REFER TO TE733
R2-1
Pl
ate
24"x 3O"
Si
gnalPol
e
W3-3
DOUBLE
48"x 48"
CENTERLINE
4"
A
WORK ZONE
5OO’
24"x 6"
SPEED
LIMIT
and Si
gnalHead w i
th Back
Engi
neer
MI
LE
The
TO
4O’
1
5O’
KG20-2
Tem porary
KM4-2O
1
/2
1
OO’
24" WHITE STOP LINE
SPACE
48"x 24"
Span Wi
re
24"x 6"
Determ i
ned By
W3-3
Be
4"
WHITE
SPACE
STOP
BUFFER
T
R
S A
IG F
N FI
A C
L
W3-5
48"x 48"
C
48"x 48"
ROAD
48"x 48"
ONE LANE
ROAD
W20-4 AND STOP LI
NE
OR DRUMS ON CENTERLI
NE BETWEEN
CONI
CAL DELI
NEATORS,TUBULAR MARKERS,
B
S
YEAR
Speed To
48"x 48"
AHEAD,1
000 FT,1
500 FT,OR
24"x 36"
AHEAD,1
500 FT,OR 1MI
LE
A/2
WORK
HERE ON
SI
GNAL
RED
*
*
S
W20-1
PROJECT NO.
Channel
i
zi
ng Devi
ce
RED
Rai
sed Pavem ent
S
R10-6
Tem porary
T
R
S A
IG F
N FI
A C
L
*
*
3OO’
TO
2OO’
HERE ON
I
)(
faci
ng ri
ght)
TO
40’
1
5O’
1
OO’
DEVI
CES SPACED AT 2O’SPACI
NGS.
TWO-WAY TAPERS WI
TH CHANNELI
ZI
NG
END
Marker (
type
24"x 3O"
YELLOW
LINE
S
SPEED
LIMIT
ROAD WORK
Uni
-Di
recti
onalYel
l
ow
S
*
R2-1
DOUBLE
STOP
W1-4R
4"
WHITE
W13-1
24"
M.P.H.
CHANNELI
ZI
NG DEVI
CES.
48"x 48"
PASSING
24"x 24"
R10-6
REFER TO STD.TE702 FOR I
NFORMATI
ON ON TAPERS AND
TO STOP
NO
FOR ADDI
TI
ONAL I
NFORMATI
ON ON
48"x 48"
W14-3
TEMPORARY TRAFFI
C CONTROL SI
GNS AND SI
GN SPACI
NG.
36"x 48"x 48"
W20-4
WORK
REFER TO STD.TE71
0
S
NO
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
STOP
36"x 48"x 48"
48"x 48"
W3-4
SPEED
LI
MI
T
48"x 48"
TEMP. RAISED PAVEMENT MARKER NOTE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
UPDATED WARN. SIGNS, ADDED CHNNL. DEVICES
B.H.
A.A.A.
BY
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TWO-LANE HIGHWAY-ONE LANE CLOSED
TYPICAL TRAFFIC CONTROL
48"x 48"
TEMPORARY TRAFFIC SIGNALS
9/1/OO
LI
MI
T
JUNCTION
LOOP
DETECTOR
HERE ON
RED
R10-6
1
OO’
BID
CONTROL
I)
TAPER
SHALL
3
8-8-07
2
12-29-05
NO.
1
2-1-05
TE732
FHWA APPROVAL
DESIGNED
B.A.H.
DESIGN CK.
DETAILED
DETAIL CK.
8-8-07
B.A.H.
20
35
APP’D
30
65
25
5O
85
35
40
1OO
2O’
45
115
13O
50
TRAFFIC
55
15O
60
165
65
165
165
7O
1’
4’
MIN.
1’
4’
1’
REVISION
POSTED SPEED PRI
OR TO WORK STARTI
NG
OF THE VEHI
CLE
CENTERLI
NE
TRAFFI
C FLOW
PAVEMENT EDGE
11’
A
11’
A
D
D
D
PLAN
RUMBLE STRI
PS
1OO’
D
-
D
11’
D
PAVEMENT
D
1SET
11’
SECTI
ON A-A
1OO’
DETAI
LS
TYPI
CAL RUMBLE STRI
P
D
EDGE
PAVEMENT
D
D
=
D
12"
D
CENTERLINE
FLOW
TRAFFIC
SHALL BE SUBSI
DI
ARY TO THE TEMPORARY TRAFFI
C SI
GNALS.
RUMBLE STRI
PS ARE TO BE BY THE CONTRACTOR. PAYMENT
MATERI
ALS,TEMPLATE, HAULI
NG,I
NSTALLATI
ON AND REMOVAL OF THE
YEAR
CONSTI
TUTES THE BUFFER SPACE.
I
N ADVANCE OF THE WORK SPACE,ONLY THE SPACE UPSTREAM
SETS OF RUMBLE STRI
PS SHALL BE PLACED: ONE SET BETWEEN SI
GNS
W3-3 AND R2-1
, AND ONE SET BETWEEN SI
GNS W3-4 AND W3-5.
*TWO
PROJECT NO.
SHOULD OCCUR I
N THE BUFFER SPACE.WHEN A PROTECTI
ON VEHI
CLE I
S PLACED
NEI
THER WORK ACTI
VI
TY NOR STORAGE OF EQUI
PMENT, VEHI
CLES, OR MATERI
AL
(FT)
LENGTH
OTHER
@
TAPER
SPACING
SI
GNAL BUFFER SPACE
TO
RAISED
SUBSIDIARY
SPEED (MPH)
BE
TEMPORARY
PAVEMENT
SPACING
8O’PREFERRED
20’
200’
4O’MI
N.- 1
5O’MAX.
YELLOW
ITEMS.
(TYPE
MARKERS
UNI-DIRECTIONAL
NOTE:
BOX
4O’
MIN.
@
LINE
STOP
1OO’
"
WHITE
MAX.
24"
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
TEMP. RAISED PAVEMENT MARKER NOTE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
UPDATED WARN. SIGNS, ADDED CHNNL. DEVICES
B.H.
BY
A.A.A.
STOP
SHEET 2 OF 2
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TWO-LANE HIGHWAY-ONE LANE CLOSED
TYPICAL TRAFFIC CONTROL
24"x 36"
TEMPORARY TRAFFIC SIGNALS
9/1/OO
&
GROUND ROD
MOULDI
NG
GROUND WI
RE
METER
CI
RCUI
T BREAKER
" GUY WIRE
EDGE OF PAVEMENT
CROWN ELEVATI
ON
GENERAL NOTES
5" BACK PLATE
" SPAN WIRE
2
1
AI
MI
NG OF SI
GNAL
8-8-07
11-19-03
TE733
FHWA APPROVAL
DESIGNED L.E.R.
DETAILED
DESIGN CK.
DETAIL CK.
SHALL CONFORM
TO AND BE OPERATED ACCORDI
NG
NO.
8-8-07
B.A.H.
APP’D
SHEET 1 OF 1
REVISION
BY
QUANTITIES
Michael P. McKenna
TRACED
QUAN. CK.
TRACE CK.
SHALL BE THE RESPONSI
BI
LI
TY OF THE CONTRACTOR.
MAI
NTENANCE OF THE SI
GNAL SYSTEM
TO THE NATI
ONAL ELECTRI
CAL CODE AND
THE POWER SUPPLY AND THE OPERATI
ON &
REQUI
REMENTS.
FI
TTI
NG
BACKFILL WITH THOROUGHLY COMPACTED EARTH
DOWNGUY ANCHOR
ANCHOR ROD
TURNBUCKLE
" EYE & EYE
STAND OFF GUY ALTERNATE
" GUY WIRE
PI
PE SPACER &
SI
GNAL I
NDI
CATI
ONS
GREEN
FOR SPANWI
RE & DOWNGUY
TRAFFI
C SI
GNAL SUPPORT POLE.
ALTERNATE METHOD OF MOUNTI
NG
PER LIFT.
IN LAYERS NOT TO EXCEED 10" IN DEPTH
YELLOW
RED
MIN.
GUY CLAMP
YEAR
LOCAL ORDI
NANCES &
OF I
NSTALLATI
ON AND
12"
POLE PLATE
WI
TH COVER
SERVI
CE ENTRANCE
" HUB EYE BOLT
PROJECT NO.
ALL WI
RI
NG I
NSTALLED SHALL CONFORM
COORDI
NATE POWER HOOK-UP.
CONTACT LOCAL UTI
LI
TY COMPANI
ES TO ADVI
SE THEM
TO THE REQUI
REMENTS OF THE LATEST M.
U.
T.
C.
D.ADOPTED BY THE SECRETARY.
THE TRAFFI
C SI
GNAL SYSTEM
SI
GNALS WI
TH THE APPROVAL OF THE ENGI
NEER.
TRAI
LER MOUNTED PORTABLE TRAFFI
C SI
GNALS MAY BE SUBSTI
TUTED FOR SPAN WI
RE
FACES TO BE DETERMI
NED I
N THE FI
ELD.
FOR TRAFFI
C SI
GNAL POLES TO BE I
NSTALLED.FI
NAL POSI
TI
ONS &
THE ENGI
NEER I
N CHARGE OF CONSTRUCTI
ON WI
LL NEED TO APPROVE ALL LOCATI
ONS
DETECTOR WI
RE
12’ TYP.
CONDUI
T
CABI
NET
CONTROLLER &
CLASS 4,35’ WOOD POLE (
TYP.
)
CONDUI
T CLAMP
SERVI
CE ENTRANCE
SAG
5% OF SPAN LENGTH
SAG NOT TO EXCEED
17’ MIN.
1
20 VOLT POWER SOURCE
19’ MAX.
CABLE DEAD END
10’ MIN.
HOOK,EYE HOOK,OR
18"
7’ MIN.
CLEVI
S ATTACHMENT
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
3
ADDED NOTE
M.B.
A.A.A
CHANGED BORDER
B.H.
S.A.B.
APP’D
TEMPORARY TRAFFIC SIGNALS
KANSAS DEPARTMENT OF TRANSPORTATION
(TYPICAL INSTALLATION)
ONE-LANE OPERATION
9/1/OO
recei
pt of
a detector actuati
on
ri
ght of
I
f
the
the
I
f
the
al
l red i
ndi
cati
on
i
m m edi
ate
i
f
the
2
1
DESIGNED
DESIGN CK.
al
lti
mi
ngs have
FHWA APPROVAL
TE734
L.E.R.
NO.
DETAILED
DETAIL CK.
the
user adjustabl
e
porti
ons of
of
the
w ay
KDOT
a keyboard
and shal
l be
shal
l
actuated equi
pm ent shal
l
form at. Al
l appl
i
cabl
e
event that
the
8-8-07
B.A.H.
APP’D
REVISION
turns
wire
SHEET 1 OF 1
QUANTITIES
Michael P. McKenna
TRACED
QUAN. CK.
TRACE CK.
the
Engi
neer.The
approved
l
oops are
no
stop l
i
ne. See
TE732.
centered i
n
used i
f
l
oops shal
lbe
be
made
be
be
loop
l
oop m ats m ay
Commercially
6’and
rem oved after the
detecti
on m ay
be
and l
ocated 1
00’behi
nd the
the
the
traffi
c
i
nstal
l
ati
on by
of
pri
or to
l
ane
use.Other types of
l
onger i
n
pavem ent i
s to
detail).
pavem ent,onl
y
(see
concrete
of
used.On
6’by
l
oops m ay
used
in
and
and
the
loop
ALL RED
O4
feeder
wire
loops
cable
shall
of
cut
Note:
See
be
run
1"
a
no
for
2
turns
splices.
additional
twisted
with
loop
foot.
information.
per
The
cable
Union"
feeder
"Western
"
(asphalt
pavement)
asphalt
(concrete
junction,
than
their
TE733
shall
continuous
at
with
emulsified
wide
sealant
Other
epoxy
surface.
"
SS-1H
12"
type
be
elastic
connection
be
to
with
connector
pavement
approved
slots
approved
of
an
or
"
or
for
Fill
pavement
6’
LOOP DETECTOR DETAI
L
SIGNALS SHALL NOT BE USED IN URBAN AREAS.
MICROWAVE DETECTION SYSTEMS FOR TEMPORARY TRAFFIC
splice
within
type
to
3.
0 seconds.
5.
0 seconds.
YELLOW
O3
Detector shall be set to operate in the locking mode.
Red Revert shal
l be
GREEN
MAXI
MUM
"
Al
l Red"
.
Uni
t Extensi
on shal
l be
Norm al Dw el
l shal
l be
depth.
pavement)
minimum
Slots
GREEN
MI
NI
MUM
Al
l ti
m es i
n seconds.
PHASE
O2
YEAR
used unl
ess the
be
three
al
so
shal
lbe
asphal
t roadw ays,the
thi
s type
si
gnal
s. On
Engi
neer,shal
lbe
6’
N
O1
SI
GNAL PHASI
NG AND TI
MI
NG
PROJECT NO.
m ats m ay
have
shall
the
road.Loops of
the
saw ed i
nto
for actuati
on of
Detector l
oops,or equi
val
ent approved by
the
except that a standard NEMA confl
i
ct m oni
tor shal
l be
acceptabl
e.
appl
y
i
n
equi
pm ent front panel by
Standard Speci
fi
cati
ons for vehi
cl
e
and m enu screen
the
setti
ngs shal
lbe
w ay
expi
red, response
a fi
rst com e, fi
rst served basi
s.
Al
l ti
me
on
accom pl
i
shed from
be
an
the
detector at the
not expi
red w hen
ri
ght of
i
ntervalti
mi
ngs have
actuati
on(
s)occurs. I
f
cl
earance
the
provi
de
acti
ng upon
to
over addi
ti
onal actuati
ons recei
ved
end w hi
ch l
ast had the
any
zone
event that
the
that w hi
ch l
ast recei
ved a green
from
from
preference
zone
the
ei
ther end of
poi
nt at w hi
ch a vehi
cl
e
shal
l conti
nue
shal
l have
the
opposi
te
di
spl
ay
al
l red
the
approach
to
that opposi
ng
the
m otori
st.
zone.
i
nterval ti
mi
ngs before
system
actuati
ons recei
ved from
end of
from
an
di
spl
ay
provi
ded so
w ay
not expi
red at the
i
ndi
cati
on
opposi
te
cl
earance
i
nput.
Vehi
cl
e
actuati
on
appropri
ate
occurs,the
precedi
ng
approach
prevent the
expi
red. I
n
actuati
on
one
al
lti
mi
ngs have
a vehi
cl
e
setti
ngs have
actuati
on
al
lti
me
shal
l be
to
the
the
one
opposi
te
transferred to
shal
l be
be
the
yel
l
ow
(
Red Revert)to
i
s to
does not m eet w i
thi
n
Response
traffi
c
w ay
i
m m edi
atel
y
shal
l proceed to
i
ndi
cati
ons to
ti
me
- green
ri
ght of
- yel
l
ow
for a peri
od of
green
approach,an
of
di
spl
ay
ri
ght of
di
fferent
di
spl
ayed to
exi
sts on
di
spl
ay
travelnot
setti
ng shal
l
of
requi
red subsequent acti
on.
occurs duri
ng the
actuati
on
approach just servi
ced,the
addi
ti
onal
havi
ng the
for tw o
both the
has been
and the
i
ndi
cati
on
vehi
cl
e
green
zone,no
and another actuati
on
to
system
of
operati
on
the
i
n
di
recti
on
ti
me
di
recti
on
controlequi
pm ent shal
lprovi
de
sequences dependi
ng upon
The
l
i
mi
t for the
Green
exi
sts for the
w ay,a Maxi
m um
a preset ti
me
shal
l resul
t
detector
i
ndi
cati
on
approach, the
that m ovem ent (
Uni
t Extensi
on)
. I
n
di
recti
on
actuati
on
one
a green
from
to
such a m anner
"
Al
lRed"si
gnal di
spl
ay.
Green)
. Subsequent
cl
earance
w ay.
provi
de
sam e
bei
ng al
l
ocated to
event that an
ti
me
havi
ng the
the
green
the
peri
od (
Mi
ni
m um
actuati
ons from
for a m i
ni
m um
si
gnal
s faci
ng that approach shal
lcycl
e
Upon
an
desi
gned i
n
shal
lbe
control equi
pm ent shal
lbe
norm aldw el
lcondi
ti
on
1"
The
min
that the
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
3
8-8-07
ADDED NOTES
M.B.
A.A.A.
11-19-03
CHANGED BORDER
B.H.
S.A.B.
BY
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TEMPORARY TRAFFIC SIGNALS
(TYPICAL INSTALLATION)
ONE-LANE OPERATION
9/1/OO
*
TOTAL
DO
NOT
PASS
MATCH LINE
A
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
R4-1
A
*
48"x 60"
W6-3
NEXT
MILE
MILE
AHEAD, 1000 FT, 1500 FT, OR
L/2
4" YELLOW
AHEAD, 1500 FT, OR 1
Type III Barricades
BUFFER SPACE
4" YELLOW
4" WHITE
ROAD
Channelizing Device
W7-3A
24"x 18"
Length To The Nearest Whole Mile
X MILES
Type "A" Low Intensity Warning Light
Speed To Be Determined By The Engineer
1
000’
48"x 48"
X
W1-6
R11-2
48"x 24"
48"x 30"
L/2
500’
CLOSED
48"x 24"
500’
S
KG20-2
W1-4L
ROAD WORK
END
48"x 48"
W13-1
M.P.H.
24"x 24"
48"x 60"
SPEED
LIMIT
ARROW
DI
SPLAY
S
4" WHITE
L
R2-1
W4-2R
48"x 48"
KM4-2O
48"x 12"
WORK ZONE
A
SPEED
LIMIT
B/3
S
B/3
BUFFER
OF
R4-1
48"x 60"
B/3
SPACE.
AND
TAPERS
ON
DO
NOT
PASS
RIGHT LANE
B
W20-5
48"x 48"
B
3
8-8-07
SIGN SPACING CHANGE
M.B.
A.A.A.
2
12-29-05
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
2-1-05
CLARIFIED NOTES, UPDATED WARNING SIGNS
B.H.
A.A.A.
LI
MI
T
TO
1
BY
REVISION
NO.
APP’D
C
W3-5
48"x 48"
S
STD.
TE700
SPEED
REFER
DEVICES.
FOR
LENGTH
CLOSED
CHANNELIZING
BARRICADES.
III
TYPE
INFORMATION
FOR
FOR
TE704
TE702
STD.
TO
REFER
STD.
TO
REFER
ON
INFORMATION
SIGN
AND
SIGNS
ADDITIONAL
FOR
CONTROL
TE710
TRAFFIC
STD.
TO
TEMPORARY
REFER
SPACING.
A/4
R2-1
48"x 60"
RIGHT LANE
CLOSED
ROAD
WORK
W20-5
48"x 48"
W20-1
48"x 48"
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
FOUR-LANE DIVIDED HIGHWAY
ONE ROADWAY CLOSED
CROSSOVER FROM LEFT LANE
TE74O
FHWA APPROVAL
9/1/OO
SHEET 1 OF 2
8-8-07
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
*
48"x 60"
PASS
R4-1
DO
NOT
A
WORK
SPACE
S
PAVEMENT MARKERS (TYPE II) AND TUBULAR MARKERS
CONCRETE SAFETY BARRIER SYSTEM OR RAISED
W1-4R
48"x 48"
24"x 24"
W13-1
A
1
TE74O
FHWA APPROVAL
SPEED
LIMIT
A/4
48"x 60"
R2-1
500’
B/3
NOT
PASS
B/3
DO
48"x 60"
R2-1
ROAD WORK
END
48"x 24"
KG20-2
B/3
R4-1
48"x 12"
KM4-2O
48"x 48"
W4-2L
24"x 18"
ARROW
B
NEXT
W1-6
NO.
DESIGNED B.A.H.
8-8-07
DETAILED
DESIGN CK.
DETAIL CK.
B.A.H.
APP’D
W7-3A
*
*
CLOSED
3
8-8-07
SIGN SPACING CHANGE
M.B.
A.A.A.
2
12-29-05
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
2-1-05
CLARIFIED NOTES, UPDATED WARNING SIGNS
B.H.
A.A.A.
BY
APP’D
REVISION
SHEET 2 OF 2
48"x 48"
W6-3
R4-7
TO BE ELIMINATED IF CONCRETE SAFETY BARRIER SYSTEM IS USED.
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
CONCRETE SAFETY BARRIER SYSTEM IS USED.
BARRI
CADE TO BE ELI
MI
NATED AND SI
GN W1
-6 TO BE MOUNTED ON SKI
DS I
F
C
YEAR
* SIGN
OF 4 MILES OR LONGER.
B
DI
SPLAY
LEFT LANE
THE W7-3A SIGN SHOULD BE MOUNTED WITH THE W6-3 SIGN AT 2 MILE INCREMENTS ON A PROJECT
THE SPACING BETWEEN THESE LOCATIONS SHALL BE A MAXIMUM OF 1 MILE.
SIGN COMBINATION MAY BE REQUIRED AT ADDITIONAL LOCATIONS ALONG THE
500’
WORK ZONE
A
48"x 60"
SPEED
LIMIT
PROJECT.
L
W20-5
W20-1
PROJECT NO.
**
48"x 24"
THE W6-3 & R4-1
A/2
X MILES
4" YELLOW
SPACE
BUFFER
S
*
1
000’
S
S
MATCH LINE
*
48"x 48"
48"x 48"
STATE
SHEET NO.
SHEETS
TOTAL
KANSAS
48"x 60"
M.P.H.
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
FOUR-LANE DIVIDED HIGHWAY
ONE ROADWAY CLOSED
CROSSOVER FROM LEFT LANE
9/1/OO
LEFT LANE
WORK
ROAD
CLOSED
48"x 48"
W3-5
SPEED
LI
MI
T
48"x 48"
W20-5
*
TOTAL
DO
NOT
PASS
MATCH LINE
A
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
KANSAS
R4-1
A
*
48"x 60"
W6-3
MILE
MILE
AHEAD, 1000 FT, 1500 FT, OR
AHEAD, 1500 FT, OR 1
L/2
WHITE
Channelizing Device
Type III Barricades
BUFFER SPACE
4" YELLOW
4" WHITE
ROAD
Length To The Nearest Whole Mile
W7-3A
24"x 18"
Type "A" Low Intensity Warning Light
NEXT
X MILES
Speed To Be Determined By The Engineer
1000’
48"x 48"
X
W1-6
R11-2
48"x 24"
48"x 30"
L/2
500’
4"
CLOSED
48"x 24"
500’
S
KG20-2
W1-4L
ROAD WORK
END
48"x 48"
W13-1
M.P.H.
24"x 24"
48"x 60"
SPEED
LIMIT
ARROW
DI
SPLAY
4" YELLOW
S
L
R2-1
W4-2L
48"x 48"
KM4-2O
48"x 12"
WORK ZONE
A
SPEED
LIMIT
B/3
R4-1
B/3
S
B/3
48"x 60"
LEFT LANE
CLOSED
B
BUFFER
OF
LENGTH
FOR
DO
NOT
PASS
W20-5
48"x 48"
B
SPACE.
3
05-12-09
2
8-8-07
REMOVED STICKS AND BRICKS DETAIL
J.A.M
SIGN SPACING CHANGE
M.B.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
A.A.A.
LI
MI
T
TO
REFER
12-29-05
1
W3-5
BY
REVISION
NO.
STD.
TE700
SPEED
C
A.A.A.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
48"x 48"
S
AND
TAPERS
ON
DEVICES.
CHANNELIZING
BARRICADES.
III
INFORMATION
TYPE
FOR
TE702
STD.
TO
FOR
TE704
STD.
TO
REFER
REFER
ON
INFORMATION
SIGN
AND
SIGNS
ADDITIONAL
FOR
CONTROL
TE710
TRAFFIC
STD.
TO
TEMPORARY
REFER
SPACING.
A/4
R2-1
48"x 60"
ROAD
LEFT LANE
WORK
CLOSED
W20-1
W20-5
TYPICAL TRAFFIC CONTROL
FOUR-LANE DIVIDED HIGHWAY
ONE ROADWAY CLOSED
CROSSOVER FROM RIGHT LANE
TE742
48"X 48"
48"X 48"
FHWA APPROVAL
9/1/OO
SHEET 1 OF 2
05-12-09
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
*
A
R4-1
OR RAI
SED
48"x 60"
PASS
DO
NOT
WORK
SPACE
S
PAVEMENT MARKERS (
TYPE I
I
)AND TUBULAR MARKERS
24"x 24"
A
W1-4R
3
05-12-09
48"x 48"
2
8-8-07
1
12-29-05
TE742
FHWA APPROVAL
W7-3A
**
KM4-2O
SPEED
LIMIT
A/4
R2-1
500’
B/3
DO
B/3
NOT
PASS
48"x 60"
48"x 60"
B/3
R4-1
R2-1
ROAD WORK
END
48"x 24"
KG20-2
48"x 60"
48"x 12"
48"x 48"
W4-2L
NEXT
W1-6
NO.
DESIGNED B.A.H.
05-12-09
DETAILED
DESIGN CK.
DETAIL CK.
B.A.H.
APP’D
24"x 18"
REVISION
REMOVED STICKS AND BRICKS DETAIL
W6-3
SIGN SPACING CHANGE
J.A.M
M.B.
M4-20 CHANGED TO KM4-20
M.B.
BY
SHEET 2 OF 2
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
SKIDS IF CONCRETE SAFETY BARRIER SYSTEM IS USED.
BARRICADE TO BE ELIMINATED AND SIGN W1-6 TO BE MOUNTED ON
C
YEAR
SIGN TO BE ELIMINATED IF CONCRETE SAFETY BARRIER SYSTEM IS USED
OF 4 MILES OR LONGER.
B
W20-5
DI
SPLAY
CLOSED
THE W7-3A SIGN SHOULD BE MOUNTED WITH THE W6-3 SIGN AT 2 MILE INCREMENTS ON A PROJECT
THE SPACING BETWEEN THESE LOCATIONS SHALL BE A MAXIMUM OF 1 MILE.
LEFT LANE
ARROW
B
SIGN COMBINATION MAY BE REQUIRED AT ADDITIONAL LOCATIONS ALONG THE
500’
WORK ZONE
A
SPEED
LIMIT
PROJECT.
L
PROJECT NO.
**
*
48"x 48"
48"x 24"
THE W6-3 & R4-1
*
A/2
*
MATCH LINE
CONCRETE SAFETY BARRI
ER SYSTEM
X MILES
4" YELLOW
S
SPACE
S
BUFFER
S
1000’
48"x 48"
48"x 48"
STATE
SHEET NO.
W20-5
W20-1
SHEETS
TOTAL
KANSAS
48"x 60"
R4-7
A.A.A.
A.A.A.
APP’D
A.A.A.
W13-1
M.P.H.
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
FOUR-LANE DIVIDED HIGHWAY
ONE ROADWAY CLOSED
CROSSOVER FROM RIGHT LANE
9/1/OO
LEFT LANE
WORK
ROAD
CLOSED
W3-5
48"x 48"
SPEED
LI
MI
T
48"x 48"
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
FOR
Lines
- Tubular Marker
of Travelway
C
L
- Temporary Raised Pavement Marker (Type ll)
4" Wide Solid Yellow
25’
5O’
25’
25’
1OO’
OTHER FREEWAYS
TWO-LANE,TWO WAY TRAFFI
C ON
I
NTERSTATE ROADS &
TUBULAR MARKER - TEMPORARY RAI
SED PAVEMENT MARKERS (
TYPE I
I
)
INFORMATION
ON
CHANNELIZING
DEVICES.
25’
KANSAS
3
2
BY
REVISION
STD.
PAVEMENT MARKERS (TYPE II)
& FLEXIBLE RAISED PAVEMENT
REFER
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TO
TE702
1
NO.
TEMPORARY RAISED
MARKERS SPACING
TE743
5/5/O9
SHEET 1 OF 2
FHWA APPROVAL
05-12-09
APP’D
Anthony A. Alrobaire
DESIGNED
J.A.M. DETAILED
J.A.M. QUANTITIES
TRACED
DESIGN CK.
A.A.A. DETAIL CK.
A.A.A. QUAN. CK.
TRACE CK.
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
1.65’
3.3’
1.65’
- Flexible Raised Pavement Markers
C
L
29.5’
of Travelway
32.8’
36.1’
FLEXI
BLE RAI
SED PAVEMENT MARKERS
1.65’
1.65’
KANSAS
3
2
1
BY
REVISION
NO.
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TEMPORARY RAISED
PAVEMENT MARKERS (TYPE II)
& FLEXIBLE RAISED PAVEMENT
MARKERS SPACING
TE743
5/5/O9
SHEET 2 OF 2
FHWA APPROVAL
05-12-09
APP’D
Anthony A. Alrobaire
DESIGNED
J.A.M. DETAILED
J.A.M. QUANTITIES
TRACED
DESIGN CK.
A.A.A. DETAIL CK.
A.A.A. QUAN. CK.
TRACE CK.
TO
REFER
STD.
STD.
REFER
TO
STD.
CHANNELIZING
TO
REFER
TE700
FOR
S
FOR
FOR
DEVICES.
TE702
TE704
C
FOR
TYPE
OF
B/3
AND
SPACE.
TAPERS
BUFFER
ON
ON
SPACING.
B/3
B/3
A/4
A
S
ARROW DISPLAY
L
4" WHITE
LANE
CLOSED
W20-5
3
8-8-07
2
12-29-05
1
2-1-05
ROAD
WORK
48"x 48"
W4-2R
48"x 12"
WORK ZONE
KM4-2O
SPEED
LIMIT
48"x 60"
R2-1
DO
NOT
PASS
48"x 60"
R4-1
SPEED
LI
MI
T
48"x 48"
W3-5
NO.
TE744
W20-1
FHWA APPROVAL
48"x 48"
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
8-8-07
B.A.H.
REVISION
APP’D
BY
SHEET 1 OF 1
QUANTITIES
Anthony A. Alrobaire
TRACED
QUAN. CK.
TRACE CK.
ON A PROJECT OF 4 MILES OR LONGER.
KG20-2
MILE
1/2
MILE
500’
Type "A" Low Intensity Warning Light
Speed To Be Determined By The Engineer
RIGHT OR LEFT
AHEAD, 1000 FT, 1500 FT, OR
AHEAD, 1500 FT, OR 1
Channelizing Device
ROAD WORK
SIGNS SHOULD BE PLACED AT 2 MILE INCREMENTS
500’
48"x 24"
Length To The Nearest Whole Mile
Type III Barricades
100’
END
LANE CLOSED) AND W7-3A (NEXT X MILES)
W20-5
X
S
SPACE
YEAR
THE W20-5 (
WORK
PROJECT NO.
ALONG CHANNELIZING DEVICES.
X MILES
FOR LEFT LANE CLOSURES USE W4-2L AND YELLOW EDGE LINE
SPACE
BUFFER
NEXT
LEFT-SIDE SIGNS SHALL BE OMITTED FOR A FOUR-LANE UNDIVIDED HIGHWAY.
B
LENGTH
SIGN
INFORMATION
BARRICADES.
AND
III
SIGNS
ADDITIONAL
INFORMATION
CONTROL
TE710
TRAFFIC
STD.
STATE
*
TO
*
TEMPORARY
LANE
*
*
*
REFER
SPEED
LIMIT
SHEET NO.
SHEETS
TOTAL
48"x 60"
R2-1
KANSAS
CLOSED
48"x 48"
24"x 18"
W7-3A
*
*
SIGN SPACING CHANGE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
CLARIFIED NOTES, UPDATED WARNING SIGNS
B.H.
A.A.A.
APP’D
48"x 48"
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
FOUR-LANE HIGHWAY
ONE LANE CLOSED
9/1/OO
TOTAL
STATE
PROJECT NO.
YEAR
SHEET NO.
500’
SHEETS
KANSAS
500’
SPEED
LIMIT
R2-1
1/2
RIGHT OR LEFT
MILE
AHEAD, 1000 FT, 1500 FT, OR
*
A/4
A
X
S
AHEAD, 1500 FT, OR 1
Type III Barricades
ARROW DISPLAY
SPACE
BUFFER
L
Channelizing Device
KG20-2
48"x 24"
Length To The Nearest Whole Mile
WORK
ROAD WORK
Type "A" Low Intensity Warning Light
END
Speed To Be Determined By The Engineer
MILE
SPACE
200’
48"x 60"
2L
W4-2R
*
A/4
W4-2R
48"x 48"
B/3
KM4-2O
48"x 12"
WORK ZONE
BUFFER
B/3
R4-1
48"x 60"
OF
B/3
SPACE.
AND
TAPERS
ON
LENGTH
SPEED
LI
MI
T
W3-5
TE700
FOR
B
48"x 48"
3
8-8-07
2
12-29-05
2-1-05
SIGN SPACING CHANGE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
CLARIFIED NOTES, UPDATED WARNING SIGNS
B.H.
A.A.A.
S
1
BY
REVISION
NO.
APP’D
C
TWO LANES
CLOSED
STD.
TO
REFER
DEVICES.
CHANNELIZING
BARRICADES.
III
TYPE
INFORMATION
FOR
FOR
TE704
TE702
STD.
TO
REFER
STD.
TO
REFER
ON
INFORMATION
SIGN
AND
SIGNS
ADDITIONAL
FOR
CONTROL
TE710
TRAFFIC
STD.
TO
TEMPORARY
REFER
R2-1
48"x 60"
DO
NOT
PASS
*
SPACING.
SPEED
LIMIT
YELLOW EDGE LINE ALONG CHANNELIZING DEVICES.
FOR LEFT LANE CLOSURES USE W4-2L AND
A
S
L
ARROW DISPLAY
*
4" WHITE
48"x 48"
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL TRAFFIC CONTROL
ROAD
W20-5A
WORK
48"x 48"
MULTI-LANE HIGHWAY
TWO LANES CLOSED
W20-1
48"x 48"
TE746
FHWA APPROVAL
9/1/OO
SHEET 1 OF 1
8-8-07
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.
TOTAL
48"x 48"
STATE
PROJECT NO.
YEAR
SHEET NO.
SHEETS
W20-1
MATCH LINE
A
A
KANSAS
48"x 48"
WORK
W20-5
WORK SPACE
ROAD
CLOSED
R2-1
1/2
B
Type "A" Low Intensity Warning Light
24"x 30"
LANE
B/3
RIGHT OR LEFT
MILE
CLOSED
SPEED
LIMIT
ROAD WORK
L/2
AHEAD, 1500 FT, OR 1
B
L/2
500’
S
W20-5
4" YELLOW
Channelizing Device
Type III Barricades
C
48"x 48"
24"x 24"
AHEAD, 1000 FT, 1500 FT, OR
SPACE
LI
MI
T
SPEED
BUFFER
W3-5
48"x 48"
S
M.P.H.
W13-1
Speed To Be Determined By The Engineer
MILE
LANE
S
W1-4L
48"x 48"
24"x 30"
R4-1
PASS
B/3
24"x 30"
B/3
R2-1
L
SPEED
LIMIT
KG20-2
4" WHITE
ARROW DISPLAY
DO
NOT
END
48"x 24"
24"x 6"
KM4-2O
ARROW
A
DI
SPLAY
A/4
WORK ZONE
S
48"x 48"
W4-2L
KG20-2
A
L
48"x 24"
END
W4-2R
ROAD WORK
S
A/4
48"x 48"
KM4-2O
SPEED
LIMIT
24"x 6"
R2-1
24"x 30"
500’
B/3
SPEED
LIMIT
SPACE
BUFFER
WORK ZONE
R2-1
L/2
W20-5
B
S
W1-4R
48"x 48"
SPEED
LI
MI
T
M.P.H.
W13-1
MATCH LINE
A
A
24"x 24"
W3-5
48"x 48"
C
LENGTH
OF
48"x 48"
TE700
FOR
A/2
S
LANE
CLOSED
3
8-8-07
2
12-29-05
2-1-05
1
SIGN SPACING CHANGE
M.B.
A.A.A.
M4-20 CHANGED TO KM4-20
M.B.
A.A.A.
CLARIFIED NOTES, UPDATED WARNING SIGNS
B.H.
A.A.A.
BY
REVISION
APP’D
S
NO.
LANE
STD.
TO
REFER
200’
4" YELLOW
B/3
R4-1
24"x 30"
4" WHITE
BUFFER
DO
NOT
PASS
B
SPACE.
AND
TAPERS
ON
DEVICES.
CHANNELIZING
BARRICADES.
III
INFORMATION
TYPE
FOR
TE702
FOR
TE704
STD.
TO
REFER
STD.
TO
REFER
ON
INFORMATION
SIGN
AND
SIGNS
ADDITIONAL
FOR
CONTROL
TE710
TRAFFIC
STD.
TO
TEMPORARY
REFER
SPACING.
B/3
24"x 30"
KANSAS DEPARTMENT OF TRANSPORTATION
CLOSED
TYPICAL TRAFFIC CONTROL
FOUR-LANE UNDIVIDED HIGHWAY
ROAD
WORK
W20-5
48"x 48"
ONE-HALF ROADWAY CLOSED
TE748
W20-1
48"x 48"
FHWA APPROVAL
9/1/OO
SHEET 1 OF 1
8-8-07
DESIGNED B.A.H.
DETAILED
DESIGN CK.
DETAIL CK.
APP’D
B.A.H.
Anthony A. Alrobaire
QUANTITIES
TRACED
QUAN. CK.
TRACE CK.