kentucky standard drawings · 2017-06-13 · bbp-series precast prestressed bdp-series...
TRANSCRIPT
KENTUCKYDEPARTMENT OF HIGHWAYS
KENTUCKY
LAYOUT CHART FOR
STANDARD DRAWINGS
KENTUCKY STANDARD DRAWINGS
ROADWAY TRAFFIC
BARRIERS DRAINAGEFENCES
GRATESGENERAL PAVEMENT
ROADSIDE
DEVELOPMENT
SEE
OVERLEAFAND
CHAIN LINK
FENCE
RFC-SERIES
BRIDGES
SUPERELEVATION
CURVE WIDENINGRGS-SERIES
ANDMEDIANS, CURBS,
APPROACHES, ETC.
RPM-SERIES TTC-SERIES
EROSION CONTROL
RRE-SERIES
GATES
RFG-SERIES
WOVEN WIREFENCE
RFW-SERIES
MISCELLANEOUSSTANDARDSRGX-SERIES
PLANTS
RRP-SERIES
NON-REINFORCEDCONC. PAVEMENT
RPN-SERIES
STANDARD REINF.CONC. PAVEMENT
RPS-SERIES
MISCELLANEOUSPAVING
RPX-SERIES
GUARDRAIL AND
BRIDGE END
DRAINAGE
RBB-SERIES
GUARDRAIL
CONNECTORS TO
BRIDGE ENDS
RBC-SERIES
ENERGY
ABSORPTION
DEVICES
RBE-SERIES
TYPICAL BARRIER
INSTALLATIONS
RBI-SERIES
CONCRETE MEDIAN
BARRIERS
RBM-SERIES
GUARDRAIL
HARDWARE
RBR-SERIES
BOX INLETS
AND OUTLETS
RDB-SERIES
PAVED DITCHES,
FLUME INLETS &
CHANNEL LINNING
RDD-SERIES
HEADWALLS
RDH-SERIES
TYPICAL
DRAINAGE
INSTALLATIONS
RDI-SERIES
MANHOLES
RDM-SERIES
PERFORATED PIPE
RDP-SERIES
MISCELLANEOUS
DRAINAGE
RDX-SERIES
~ DRAWING NUMBER EXPLANATION ~
R G X - 0 0 1 - 0 1
MISCELLANEOUS
NO. OF TIMES
DRAWING REVISED
DIVISION HEADING (ROADWAY)
SECTION HEADING (FENCES & GRATES)
SUB-SECTION (GATES)
THREE OR FOUR DIGIT NUMBER
R F G - 0 0 1
2003
PERMANENT TEMPORARY
MARKERS
TPM-SERIES
TRAFFIC
CONTROL
DEVICES
TTD-SERIES
TTS-SERIES
STRIPING
OPERATIONS
KENTUCKYDEPARTMENT OF HIGHWAYS
HANDRAILBEARING DEVICES PILINGDECK UNITS
JOINTS AND
EXPANSION
DEVICES
GENERAL
~ DRAWING NUMBER EXPLANATION ~
MISCELLANEOUS
NO. OF TIMES
DRAWING REVISED
DIVISION HEADING (BRIDGES)
SUB-SECTION (STEEL)
THREE OR FOUR DIGIT NUMBER
KENTUCKY
LAYOUT CHART FOR
STANDARD DRAWINGS
B H S - 0 0 1
B G X - 0 0 1 - 0 1
BRIDGES
BEARING PADS
BBP-SERIES
PRECAST PRESTRESSED
BDP-SERIES
MISCELLANEOUS
STANDARDS
BGX-SERIES
STEEL HANDRAIL
BHS-SERIES
ARMORED EDGES
BJE-SERIES
CONCRETE PILES
BPC-SERIES
STEEL PILES
BPS-SERIES
SECTION HEADING (HANDRAIL)
2003
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
A B C
APPLICATION
2 3 4
6
5
6
4 3 2
SIGN
CONES
LEGEND
DRUMS
FLAGGER
TUBULAR MARKERS
DRAWING NOT TO SCALE
LANE CLOSURE
CASE I
WORK AREA
36" X 18"
D C B A D
TYPE II BARRICADES
36" X 18"
END
ROAD WORK
ROAD
WORK
XXXX
ROAD
WORK
XXXX
ONE LANE
ROAD
XXXX
ONE LANE
ROAD
XXXX
ONE LANE
ROAD
XXXX FT
ONE LANE
ROAD
XXXX FT
XXX
FEET
XXX
FEET
END
ROAD WORK
500’
NEXT X MILES
ROAD WORK
NEXT X MILES
ROAD WORK
36" X 18"
1
36" X 18"
1
1.
2.
500’
SIGNING AND SPACING TABLE
A B C DSIGNS
REQUIRED
1 THRU 5
1 THRU 5
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
1, 3 THRU 5
ROAD TYPE
STANDARD DRAWING NO.
1000’ 500’ 1100’ 2600’
500’ 500’ 500’ 1100’
250’ 250’ 250’ 250’
24" X 18"
24" X 18"
TWO-LANE HIGHWAY
CHANNELIZING DEVICES
SIGN NO. 1 SHALL BE INSTALLED AT THE LIMITS OF THE PROJECT WHEN THE CONSTRUCTION ZONE IS LONGER THAN TWO MILES IN LENGTH.
THE DISTANCE SHOWN SHALL BE STATED TO THE NEAREST WHOLE MILE.
5
THIS DRAWING APPLIES TO LANE CLOSURES ON TWO-LANE, TWO
DIRECTION HIGHWAYS.
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. FLAGGER STATIONS SHALL BE LOCATED FAR
ENOUGH IN ADVANCE OF THE WORK AREA SO THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP BEFORE ENTERING THE
WORK SPACE (REFER TO TABLE 6E-1 OF THE MUTCD). ILLUMINATION SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT.
THE SIZE OF SIGNS 2 THRU 5 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36" SIGNS
MAY BE USED.
4
5
6
7
DRUMS OR TYPE II BARRICADES SHALL BE USED IN LIEU OF CONES OR TUBULAR MARKERS IF CLOSURE EXTENDS INTO NIGHTTIME HOURS.
TAPERS SHALL HAVE A MAXIMUM LENGTH OF 100’. SPACING OF CHANNELIZING DEVICES SHOULD BE 20’ THRU THE TAPER AREAS.
BUFFER SPACE (OPTIONAL). IF USED, THE BUFFER SPACE SHOULD BE EXTENDED SO THAT THE TWO-WAY TRAFFIC TAPER IS PLACED BEFORE A
HORIZONTAL (OR CREST VERTICAL) CURVE TO PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGER AND A QUEUE OF STOPPED VEHICLES.
SPACING OF CHANNELIZING DEVICES THRU THE ACTIVITY AREA SHOULD BE 80’.
4
5 6 5
7
4
TTC-100-01
3.
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTD-110
USE WITH CURRENT STD. DWG
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
END
END
APPLICATION
2 3 4
4 3 2
WORK AREA
SIGN
LEGEND
FLAGGER
DRAWING NOT TO SCALE
LANE CLOSURE
CASE II
NEXT X MILES
1
XXX
FEET
XXX
FEET
36" X 18"
36" X 18"36" X 18"
ROAD WORK
ROAD WORK
ROAD WORK
NEXT X MILES
1
36" X 18"
ROAD WORK
C B A
ROAD
WORK
XXXX
ONE LANE
ROAD
XXXX
A B C
ONE LANE
ROAD
XXXX
ROAD
WORK
XXXX
500’
CONES
4 5
SIGNING AND SPACING TABLE
A B C
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE
1.
2.
3
4
5
6
3
3
500’
STANDARD DRAWING NO.
1000’ 1600’ 2600’
500’ 500’ 500’
250’ 250’ 500’
ROADS WITH WIDTHS LESS THAN 16 FEET SHOULD BE CLOSED TO THROUGH TRAFFIC.
LOCAL TRAFFIC SHALL BE MAINTAINED.TWO-LANE HIGHWAY
5
5
24" X 18"
24" X 18"
CHANNELIZING DEVICES
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 2 THRU 4 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36" SIGNS MAY BE USED.
THIS DRAWING APPLIES TO LANE CLOSURES DURING DAYLIGHT HOURS ON TWO-LANE,
TWO-DIRECTION HIGHWAYS WITH ROADWAY WIDTHS FROM 16 TO 20 FEET.
THE FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH
IN ADVANCE OF THE WORK AREA SO THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP BEFORE ENTERING THE WORK SPACE (REFER
TO TABLE 6E-1 OF THE MUTCD).
SIGN NO. 1 SHALL BE INSTALLED AT THE LIMITS OF THE PROJECT WHEN THE CONSTRUCTION ZONE IS LONGER THAN TWO MILES IN LENGTH. THE DISTANCE
SHOWN SHALL BE STATED TO THE NEAREST WHOLE MILE.
TTC-105-01
TAPER SHALL HAVE A MAXIMUM LENGTH OF 100’. SPACING OF CONES SHOULD BE 20’ THRU THE TAPER AREA.
BUFFER SPACE (OPTIONAL). IF USED, THE BUFFER SPACE SHOULD BE EXTENDED SO THAT THE TWO-WAY TRAFFIC TAPER IS PLACED BEFORE A
HORIZONTAL (OR CREST VERTICAL) CURVE TO PROVIDE ADEQUATE SIGHT DISTANCE FOR THE FLAGGER AND A QUEUE OF STOPPED VEHICLES.
CONES SHALL BE PLACED THRU THE ACTIVITY AREA WHERE ROADWAY WIDTH PERMITS. SPACING OF CONES SHOULD BE
80’ THRU THE ACTIVITY AREA.
6
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTD-110
USE WITH CURRENT STD. DWG.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
APPLICATION
1
2 3
6
6
3 2
1
SIGN
LEGEND
DRUMS
DRAWING NOT TO SCALE
LANE CLOSURE
4
36" X 18"
TYPE II BARRICADES
36" X 18"
STOPHERE ON
RED
D C B A A B C D
STOPHERE ON
RED
4
TRAFFIC SIGNAL
24" X 36"
24" X 36"
WORK AREA
TYPE III BARRICADE
5
ROAD
WORK
XXXX
ONE LANE
ROAD
XXXX
ONE LANE
ROAD
XXXX FT
END
ROAD WORK
ONE LANE
ROAD
XXXX
ONE LANE
ROAD
XXXX FT
END
ROAD WORK
ROAD
WORK
XXXX
LUMINARE
7 66
7
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE
40’ MIN., 150’ MAX.
500’
1.
2.
3.
4.
5.
6
7
8
500’
9
8
9
9
STANDARD DRAWING NO.
STOP BARS SHALL HAVE A WIDTH OF 24".
1000’
500’
250’ 250’ 500’ 500’
500’ 500’ 1100’
500’ 1100’ 2600’
ALL SHOULDER MOUNTED SIGNAL HEADS SHALL BE A MINIMUM HEIGHT OF 12 FEET. ANY SIGNAL HEADS OR OTHER DEVICES MOUNTED
OVER THE ROADWAY SHALL HAVE A MINIMUM UNDERCLEARANCE OF 17 FEET.
USING TRAFFIC SIGNALS
CHANNELIZING DEVICES
5
TEMPORARY TRAFFIC SIGNALS SHALL BE INSTALLED AND OPERATED IN ACCORDANCE WITH THE PROVISIONS OF PART 4 OF THE MUTCD.
"NO PASSING" ZONES (500’ MIN.) SHALL BE INSTALLED ON THE APPROACHES TO THE CLOSURE.
10
10
TEMPORARY PAVEMENT MARKINGSTEMPORARY PAVEMENT MARKINGS
ALL CONFLICTING PAVEMENT MARKINGS BETWEEN THE STOP BARS SHALL BE OBLITERATED BY AN APPROVED METHOD.
THIS DRAWING APPLIES TO LANE CLOSURES USING TRAFFIC SIGNALS ON
TWO-LANE, TWO-DIRECTION HIGHWAYS.
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 1 THRU 4 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE,
36" X 36" SIGNS MAY BE USED.
TTC-110-01
TAPERS SHALL HAVE A MAXIMUM LENGTH OF 100’. SPACING OF CHANNELIZING DEVICES SHOULD BE 20’ THRU THE TAPER AREAS.
11 SPACING OF CHANNELIZING DEVICES THROUGH SHOULDER TAPER SHOULD BE 20’.
SPACING OF CHANNELIZING DEVICES THROUGH THE ACTIVITY AREA SHOULD BE
80’.
11
INSTALL OFFSET TYPE LUMINAIRE ON 45’ WOOD POLE (ANCHOR AS NECESSARY).
LUMINAIRE SHALL BE 240 V, 250 WATT HIGH PRESSURE SODIUM
TYPE II DISTRIBUTION. LUMINAIRE SHALL BE HOLOPHANE
HL2A250HP24YBZPR OR AMERICAN ELECTRIC 285 SERIES.
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
ONE LUMINAIRE SHALL BE INSTALLED AT EACH END OF THE WORK AREA.
TTD-110
USE WITH CURRENT STD. DWG.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
ROAD
SIGN
CONES
LEGEND
DRUMS
5
1 2 3 4
TYPE II BARRICADES
TUBULAR MARKERS
DRAWING NOT TO SCALE
LANE CLOSURE
B A L
APPLICATION
WORK AREA
36" X 18"
WORK
XXXX
D C
RIGHT LANE
CLOSED
XXXX FT
RIGHT LANE
CLOSED
XXXX
END
ROAD WORK
1.
2.
3.
4.
500’
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE L
1000’
500’
250’
500’
500’
250’ 500’
500’
1100’ 2600’
1100’
500’
MULTI-LANE HIGHWAY
CASE I
CHANNELIZING DEVICES
ARROW PANEL
TEMPORARY EDGE LINE
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 1 THRU 4 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36"
SIGNS MAY BE USED.
ALL VEHICLES, EQUIPMENT, WORKERS, AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE OF THE PAVEMENT UNLESS OTHERWISE
AUTHORIZED BY THE ENGINEER.
STANDARD DRAWING NO.TTC-115-01
840’
680’
320’
6
7 7
8 9 10 11
IF MEDIAN IS NOT WIDE ENOUGH TO MAINTAIN LATERAL CLEARANCES SHOWN IN MUTCD, SIGNS 1 THRU 5 SHALL NOT BE DUAL MOUNTED.
6
7
8
9
10
11
AN ARROW PANEL SHALL BE LOCATED ON THE SHOULDER AT THE BEGINNING OF THE MERGING TAPER OR LOCATED
IN THE CLOSED LANE WHEN THE SHOULDER IS NARROW.
5. DRUMS OR TYPE II BARRICADES SHALL BE USED IN LIEU OF CONES OR TUBULAR MARKERS IF CLOSURE EXTENDS INTO NIGHTTIME HOURS.
BUFFER SPACE (OPTIONAL).
THIS DRAWING APPLIES TO LANE CLOSURES OF LEFT OR RIGHT
LANES ON TWO-DIRECTION, MULTI-LANE HIGHWAYS. IF TEMPORARY
TRAFFIC BARRIER IS USED, REFER TO CURRENT STANDARD
DRAWING TTC-120.
SPACING OF CHANNELIZING DEVICES THRU THE MERGING TAPER SHOULD BE 40’.
SPACING OF CHANNELIZING DEVICES THRU THE ACTIVITY AREA SHOULD BE 80’.
IF AN ARROW PANEL IS INSTALLED ON THE SHOULDER OR WITHIN THE CLEAR ZONE, A SHOULDER TAPER SHALL BE REQUIRED.
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, A SHOULDER TAPER SHALL BE REQUIRED.
TAPER LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING DEVICES THRU THE SHOULDER TAPER SHOULD BE 40’.
DOWNSTREAM TAPER SHALL HAVE A MAXIMUM LENGTH OF 100’. SPACING OF CHANNELIZING DEVICES THRU THE DOWNSTREAM TAPER
SHOULD BE 20’.
IF DURATION OF LANE CLOSURE EXCEEDS THREE DAYS, TEMPORARY EDGE LINE SHALL BE REQUIRED AND SKIP LINES SHALL BE
OBLITERATED BY APPROVED METHOD THRU LENGTH OF TAPER. ANY OTHER CONFLICTING PAVEMENT MARKINGS SHALL BE OBLITERATED.
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
AND
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
ROADRIGHT LANE
CLOSED
XXXX
END
SIGN
LEGEND
DRUMS
5
1 2 3 4
TYPE II BARRICADES
DRAWING NOT TO SCALE
LANE CLOSURE
B A L
APPLICATION
WORK AREA
36" X 18"
WORK
ROAD WORK
XXXX
D C
RIGHT LANE
CLOSED
XXXX FT
8
5
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE L
6
500’
1.
2.
3.
4.
5
6
7
8
9
6
10 11
10
STANDARD DRAWING NO.
1000’
500’
250’ 250’ 500’ 500’
500’ 500’ 1100’
500’ 1100’ 2600’
MULTI-LANE HIGHWAY
CASE II
TEMPORARY TRAFFIC BARRIER
ARROW PANEL
TEMPORARY EDGE LINE
9
CRASH CUSHION
THE BARRIER SHALL NOT BE PLACED ALONG THE MERGING TAPER. THE LANE SHALL FIRST BE CLOSED USING CHANNELIZING DEVICES AND PAVEMENT MARKINGS.
BUFFER SPACE (OPTIONAL).
SKIP LINES SHALL BE OBLITERATED BY AN APPROVED METHOD THRU LENGTH OF TAPERS. OTHER CONFLICTING PAVEMENT MARKINGS SHALL BE OBLITERATED.
CHANNELIZING DEVICES
FLARE
RATE
DESIGN
SPEED
70
MPH
60
MPH
50
MPH
15:1 11:1
MAXIMUM FLARE RATES FOR
TEMPORARY TRAFFIC BARRIER
7
11
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 1 THRU 4 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36"
SIGNS MAY BE USED.
IF MEDIAN IS NOT WIDE ENOUGH TO MAINTAIN LATERAL CLEARANCES SHOWN IN THE MUTCD, SIGNS 1 THRU 5 SHALL NOT BE DUAL MOUNTED.
AN ARROW PANEL SHALL BE REQUIRED. IT SHALL BE LOCATED ON THE SHOULDER AT THE BEGINNING OF THE MERGING TAPER
OR LOCATED IN THE CLOSED LANE WHEN THE SHOULDER IS NARROW.
IF AN ARROW PANEL IS INSTALLED ON THE SHOULDER OR WITHIN THE CLEAR ZONE, A SHOULDER TAPER SHALL BE REQUIRED. WHEN PAVED SHOULDERS
HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, A SHOULDER TAPER SHALL BE REQUIRED. TAPER LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING
DEVICES THRU THE SHOULDER TAPER SHOULD BE 40’.
SPACING OF CHANNELIZING DEVICES THRU THE MERGING TAPER SHOULD BE 40’.
SPACING OF CHANNELIZING DEVICES THRU THIS AREA SHOULD BE 80’.
DOWNSTREAM TAPER SHALL HAVE A MAXIMUM LENGTH OF 100’. SPACING OF CHANNELIZING DEVICES THRU THE DOWNSTREAM TAPER SHOULD
BE 20’.
THIS DRAWING APPLIES TO LANE CLOSURES OF LEFT OR RIGHT LANES
USING TEMPORARY TRAFFIC BARRIER ON TWO-DIRECTION, MULTI-LANE
HIGHWAYS. IF TEMPORARY TRAFFIC BARRIER IS NOT USED, REFER TO
CURRENT STANDARD DRAWING TTC-115.
840’
680’
320’TTC-120-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
14:1
IN ORDER TO MITIGATE THE EFFECT OF STRIKING THE END OF A TEMPORARY TRAFFIC BARRIER, THE END SHALL BE INSTALLED IN ACCORDANCE WITH THE
ROADSIDE DESIGN GUIDE BY FLARING (SEE TABLE) UNTIL THE END IS OUTSIDE THE ACCEPTABLE CLEAR ZONE OR BY PROVIDING CRASHWORTHY END TREATMENTS.
FLATTER FLARE RATES MAY BE USED.
TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
AND
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
XXM.P.H.
WORK AREA
2 3
ROAD
1
NO. 2
SIGN
CONES
LEGEND
DRUMS
TYPE II BARRICADES
APPLICATION
END
5
STANDARD DRAWING NO.
36" X 18"WORK
ROAD WORK
D C B A L 2L L 9
NO. 1
A
8
4
XXXX
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE L
500’
1.
2.
3.
4.
5.
6.
7
8
RIGHTTWO LANES
CLOSEDXXXX
88
1000’ 500’ 1100’ 2600’
500’ 500’ 500’ 1100’
250’ 250’ 500’ 500’
RIGHTTWO LANES
CLOSEDXXXX
DOUBLE
LANE CLOSURE
ARROW PANEL
CHANNELIZING DEVICES
TUBULAR MARKERS
THIS DRAWING DEPICTS THE MIDDLE AND OUTSIDE LANES CLOSED ON
A MULTI-LANE HIGHWAY. THE SAME PRINCIPLES APPLY WHEN THE
MIDDLE AND INSIDE LANES ARE CLOSED. WHEN MORE THAN TWO
LANES ARE CLOSED, REFER TO NOTE 2.
WHEN MORE THAN TWO LANES ARE TO BE CLOSED, SIGNS 2 AND 3 SHALL AGREE WITH THE NUMBER OF LANES CLOSED. ADDITIONAL
TRANSITION SIGNS AND ACCOMPANYING ARROW PANELS SHALL BE USED ACCORDINGLY. ADDITIONAL TAPERS AND TANGENTS FOR
CHANNELIZING DEVICES SHALL BE THE SAME AS THOSE SHOWN.
BUFFER SPACE (OPTIONAL).9
THE ADVISORY SPEED LIMIT ON SIGN 3 SHALL BE 10 MPH LESS THAN THE NORMAL POSTED SPEED LIMIT UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
7
IF DURATION OF LANE CLOSURE EXCEEDS THREE DAYS, TEMPORARY
EDGE LINE SHALL BE REQUIRED AND SKIP LINES SHALL BE
OBLITERATED BY APPROVED METHOD THRU THE LENGTH OF TAPERS.
OTHER CONFLICTING PAVEMENT MARKINGS SHALL BE OBLITERATED.
*NOTE: USE NORMAL POSTED SPEED LIMIT
ARROW PANEL NO. 1 SHALL BE LOCATED ON THE SHOULDER AT THE BEGINNING OF THE FIRST MERGING TAPER. IF THE SHOULDER IS
NARROW, ARROW PANEL NO. 1 SHALL BE LOCATED IN THE FIRST CLOSED LANE. ARROW PANEL NO. 2 SHALL BE PLACED IN THE FIRST
CLOSED LANE AT THE BEGINNING OF THE SECOND MERGING TAPER. IF ARROW PANEL NO. 1 IS INSTALLED IN THE FIRST CLOSED LANE,
ARROW PANEL NO. 2 SHALL BE PLACED IN THE SECOND CLOSED LANE AT THE DOWNSTREAM END OF THE SECOND MERGING TAPER.
THE SIZE OF SIGNS 1 THRU 4 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36"
SIGNS MAY BE USED.
DRUMS OR TYPE II BARRICADES SHALL BE USED IN LIEU OF CONES OR TUBULAR MARKERS IF CLOSURE EXTENDS INTO NIGHTTIME
HOURS.
SPACING OF THE CHANNELIZING DEVICES THRU THE MERGING TAPERS SHOULD BE 40’. SPACING OF THE CHANNELIZING DEVICES
THRU THE REMAINDER OF THE CLOSURE SHOULD BE 80’.
840’
680’
320’TTC-125-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
IF ARROW PANEL NO. 1 IS INSTALLED ON THE SHOULDER OR WITHIN THE CLEAR ZONE, A SHOULDER TAPER SHALL BE REQUIRED. TAPER
LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING DEVICES THRU THE SHOULDER TAPER SHOULD BE 40’.
TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
AND
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
END
APPLICATION
SIGN
CONES
LEGEND
DRUMS
TYPE II BARRICADES
TUBULAR MARKERS
DRAWING NOT TO SCALE
SHOULDER CLOSURE
RIGHT
SHOULDER
CLOSED
RIGHT
SHOULDER
CLOSED
ROAD
WORK AREA
36" X 18"
WORK ROAD WORK
B A
AHEAD XXXX FT
21 3
SIGNING AND SPACING TABLE
A B L
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE
2.
3.
4
5
6
500’ 500’
STANDARD DRAWING NO.
1000’
500’
500’ 500’
1600’
500’
7
NEXT
X MILES
CRASH CUSHION
CHANNELIZING DEVICES
TEMPORARY TRAFFIC BARRIER
24" X 18"
FLARE
RATE
DESIGN
SPEED
70
MPH
60
MPH
50
MPH
15:1 11:1
8
5
MAXIMUM FLARE RATES FOR
TEMPORARY TRAFFIC BARRIER
6
8
WHEN THE END OF THE CLOSURE CANNOT BE SEEN BY ROAD USERS, A "NEXT X MILES" PLAQUE SHALL BE INSTALLED BELOW THE "SHOULDER CLOSED" SIGN.
7
*NOTE: USE NORMAL POSTED SPEED LIMIT
4
THE SIZE OF SIGNS 1 THRU 3 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE,
36" X 36" SIGNS MAY BE USED.
1.
THIS DRAWING APPLIES TO SHOULDER CLOSURES ON MULTI-LANE HIGHWAYS, TWO-LANE
TWO-DIRECTION HIGHWAYS, AND ONE-WAY HIGHWAYS.
ON TWO-LANE TWO-DIRECTION HIGHWAYS, SIGNS 1 THRU 3 SHALL BE INSTALLED ON THE APPROACH WITH THE RIGHT SHOULDER CLOSED. A
"ROAD WORK AHEAD" AND "SHOULDER WORK" SIGN SHALL BE INSTALLED ON THE OPPOSITE APPROACH. THE "SHOULDER WORK" SIGN SHALL BE
MOUNTED IN ADVANCE OF THE CLOSURE AT A SPACING OF "A" (SEE SIGNING AND SPACING TABLE). AN ADDITIONAL "ROAD WORK AHEAD" SIGN
SHALL BE INSTALLED IN ADVANCE OF THE "SHOULDER WORK" SIGN AT A SPACING OF "B".
DRUMS OR TYPE II BARRICADES SHALL BE USED IN LIEU OF CONES OR TUBULAR MARKERS IF CLOSURE EXTENDS INTO NIGHTTIME HOURS.
SIGN 1 SHALL NOT BE DUAL-MOUNTED ON TWO-LANE, TWO-DIRECTION HIGHWAYS OR ON MULTI-LANE HIGHWAYS WHERE MEDIAN IS NOT
WIDE ENOUGH TO MAINTAIN LATERAL CLEARANCES SHOWN IN THE MUTCD. SIGNS 2 AND 3 SHALL BE INSTALLED ONLY ON THE SIDE OF
THE AFFECTED SHOULDER.
TAPER LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING DEVICES THROUGH THE SHOULDER TAPER SHOULD BE 40’.
SPACING OF CHANNELIZING DEVICES THROUGH THE REMAINDER OF THE CLOSURE SHOULD BE 80’.
TTC-135-01
840’
680’
320’
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
14:1
TEMPORARY TRAFFIC BARRIER SHALL BE REQUIRED ONLY IF DESIGNATED ELSEWHERE IN THE PLANS. IN ORDER TO MITIGATE THE EFFECT OF
STRIKING THE END OF A TEMPORARY TRAFFIC BARRIER, THE END SHALL BE INSTALLED IN ACCORDANCE WITH THE ROADSIDE DESIGN GUIDE
BY FLARING (SEE TABLE) UNTIL THE END IS OUTSIDE THE ACCEPTABLE CLEAR ZONE OR BY PROVIDING CRASHWORTHY END TREATMENTS.
FLATTER FLARE RATES MAY BE USED.
TTD-110
USE WITH CURRENT STD. DWG.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
END
APPLICATION
CASE I
MEDIAN CROSSOVER
LEGEND
DRUMS
TUBULAR MARKERS
SIGN
SIGNS BACK TO BACK
1
2
DRAWING NOT TO SCALE
36" X 18"
ROAD WORK
VERTICAL PANELS
D C B A
RIGHT LANE
CLOSED
RIGHT LANE
CLOSED
ROAD
WORK
3 4
LL/2
PASS
NOT
DO
XXXX XXXX FT
XXM.P.H.
XXXX
5
48" X 30"
7
ROAD
CLOSED
8
TYPE III BARRICADE
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE L
500’ 500’
10
10
612
1.
2.
3.
4.
STANDARD DRAWING NO.
CRASH CUSHION
1000’
500’
250’
500’ 1100’ 2600’
500’ 500’ 1100’
500’500’250’
48" X 24"
16’ MIN.
THIS DRAWING APPLIES TO A MEDIAN CROSSOVER ON MULTI-LANE
HIGHWAYS WITH A MEDIAN WIDTH OF 10’ OR LESS.
ARROW PANEL
CHANNELIZING DEVICES
TEMP. TRAFFIC BARRIER
TEMP. TRAFFIC BARRIER
TEMPORARY PVMT. MKGS.
TEMP. PVMT. MKGS.
6
1111
11
6
7
THE ADVISORY SPEED LIMIT ON SIGNS 5 AND 7 SHALL BE DETERMINED BY THE ENGINEER.
13
12
TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED AND MAINTAINED
ON THE ROADWAY THROUGHOUT THE LIMITS OF THE CROSSOVER.
5.
ARROW PANELS SHALL BE LOCATED ON SHOULDERS AT THE BEGINNING OF MERGING TAPERS OR LOCATED IN CLOSED LANES BEHIND
CHANNELIZING DEVICES WHEN THE SHOULDER IS NARROW.
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 1 THRU 11 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36"
SIGNS MAY BE USED. THE SIZE OF SIGNS 12 AND 13 SHALL BE 36" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER.
OTHERWISE, 24" X 30" SIGNS MAY BE USED.
TTC-140-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
L/2
SPACING OF CHANNELIZING DEVICES THRU THE TAPER AREAS SHOULD BE 40’. SPACING OF DEVICES THRU THE REMAINDER OF THE CLOSURE
SHOULD BE 80’.
840’
680’
320’
TTC-141 TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
, , AND
TTC-141(CONTINUED ON CURRENT STD. DWG. )11-21-07
11-21-07
END
XXM.P.H.
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
L
CASE I
MEDIAN CROSSOVER
CLOSED
LEFT LANE
36" X 18"
ROAD WORK
DCBA
LEFT LANE
CLOSED
ROAD
WORK
XXXXXXXX FT
LEGEND
DRUMS
TUBULAR MARKERS
SIGN
SIGNS BACK TO BACK
VERTICAL PANELS
DRAWING NOT TO SCALE
XXXX
48" X 24"
7
9 10 11 1
9
1111
7
8
8
PASS
NOT
DO
11
13
11
12
TYPE III BARRICADE
OBLITERATE SKIP LINES THRU THE LENGTH OF TAPERS BY APPROVED METHOD.
REVERSE TURN SIGN (W1-3) SHALL BE USED IN LIEU OF REVERSE CURVE SIGN WHEN THE ADVISORY SPEED IS 30 MPH OR LESS.
11
500’
612
500’
6
9
10
11
10
10
11
6
STANDARD DRAWING NO.
CRASH CUSHION
16’ MIN.
8
12
7
TEMPORARY TRAFFIC BARRIER SHALL BE USED ON TAPER IF CROSSOVER REMAINS IN PLACE OVERNIGHT. IN URBAN AREAS WITH
LOW OPERATING SPEEDS WHERE THE USE OF THE BARRIER RESULTS IN REDUCED LANE WIDTHS OR WHERE THE BARRIER INTERFERES
WITH ACCESS TO ADJOINING PROPERTY, DRUMS OR TUBULAR MARKERS MAY BE USED IN LIEU OF TEMPORARY TRAFFIC BARRIER.
WHEN CHANNELIZING DEVICES ARE USED TO SEPARATE OPPOSING TRAFFIC, TWO-WAY TRAFFIC SIGN(S) SHALL BE REPEATED EVERY MILE.
13
TEMPORARY PAVEMENT
MARKINGS
TEMPORARY PVMT.
MARKINGS6
CHANNELIZING DEVICES
TEMP. TRAFFIC BARRIER
ARROW PANEL
TEMP. TRAFFIC BARRIER
OBLITERATE EXISTING CENTER LINE BY AN APPROVED METHOD. OTHER CONFLICTING PAVEMENT MARKINGS SHALL BE OBLITERATED.
CHANNELIZING DEVICES SHALL BE EXTENDED BEYOND THE TRANSITION AREA FOR A DISTANCE EQUAL TO TWO TIMES THE
NORMAL POSTED SPEED LIMIT.
WHEN TEMPORARY TRAFFIC BARRIER IS CONTINUOUS THROUGHOUT THE CLOSURE ZONE, THESE SIGNS SHALL BE ELIMINATED.
IF AN ARROW PANEL IS INSTALLED ON THE SHOULDER OR WITHIN THE CLEAR ZONE, A SHOULDER TAPER SHALL BE REQUIRED. TAPER
LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING DEVICES THRU THE SHOULDER TAPER SHOULD BE 40’.
TTC-141-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTC-140 TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
, , AND
TTC-140(CONTINUED FROM CURRENT STD. DWG. )
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
XXM.P.H.
MEDIAN CROSSOVER
ROAD
SIGN
LEGEND
DRUMS
TUBULAR MARKERS
SIGNS BACK TO BACK
1
2
RIGHT LANE
CLOSED
RIGHT LANE
CLOSED
XXXX FT
CASE II
DRAWING NOT TO SCALE
END
36" X 18"
WORK ROAD WORK
APPLICATION
VERTICAL PANELS
XXXX
XXXX
D C B A LL/2
3 4 5
6
ROAD
CLOSED
48" X 30"
48" X 24"
8
12
PASS
NOT
DO
12
11
TYPE III BARRICADE
500’ 500’
12
SIGNING AND SPACING TABLE
A B C D
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE L
1.
2.
3.
4.
5.
14
14
STANDARD DRAWING NO.
CRASH CUSHION
16’ MIN.
THIS DRAWING APPLIES TO A MEDIAN CROSSOVER ON MULTI-LANE
HIGHWAYS WITH A MEDIAN WIDTH GREATER THAN 10 FEET.
1000’
500’
250’ 250’
500’
500’ 1100’
500’
500’ 500’
1100’
2600’
ARROW PANEL
CHANNELIZING DEVICES
TEMP. TRAFFIC BARRIER
TEMPORARY TRAFFIC BARRIER
TEMPORARY PVMT. MARKINGS
TEMPORARY PVMT.
SEE DETAIL OF
CROSSOVER IN PLANS
THE ADVISORY SPEED LIMIT ON SIGNS 5 AND 7 SHALL BE DETERMINED BY THE ENGINEER.
ARROW PANELS SHALL BE LOCATED ON THE SHOULDERS AT THE BEGINNING OF THE MERGING TAPERS OR LOCATED IN THE CLOSED LANE
BEHIND CHANNELIZING DEVICES WHEN SHOULDERS ARE NARROW.
TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED AND MAINTAINED
ON THE ROADWAY THROUGHOUT THE LIMITS OF THE CROSSOVER.
13
7
MEDIAN
*NOTE: USE NORMAL POSTED SPEED LIMIT
THE SIZE OF SIGNS 1 THRU 11 SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36" SIGNS
MAY BE USED. THE SIZE OF SIGNS 12 AND 13 SHALL BE 36" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE,
24" X 30" SIGNS MAY BE USED.
SPACING OF CHANNELIZING DEVICES THRU THE TAPER AREAS SHOULD BE 40’. SPACING OF DEVICES THRU THE REMAINDER OF THE CLOSURE
SHOULD BE 80’.
840’
680’
320’TTC-145-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTC-146 TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
, , AND
TTC-146(CONTINUED ON CURRENT STD. DWG. )
11-21-07
11-21-07
END
XXM.P.H.
ROAD
1
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
PASS
NOT
DO
L
MEDIAN CROSSOVER
CASE II
11
CLOSED
LEFT LANE
CLOSED
XXXX FT
LEFT LANE
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
MEDIAN CROSSOVER
36" X 18"
ROAD WORK
WORK
XXXX
A B C D
XXXX
109
SIGN
LEGEND
DRUMS
TUBULAR MARKERS
SIGNS BACK TO BACK
DRAWING NOT TO SCALE
VERTICAL PANELS
7
12
11
9
8
48" X 24"
812 13
TYPE III BARRICADE
1212
10
10
12
6.
7
8
9
10
11
6
6
12
500’
500’
12
14
12
12
STANDARD DRAWING NO.
CRASH CUSHION SHALL BE INSTALLED PARALLEL TO THE APPROACH LANE OF TRAFFIC.
CRASH CUSHION
16’ MIN.TEMPORARY PVMT.
MARKINGS
TEMPORARY PAVEMENT
SEE DETAIL OF
CROSSOVER IN PLANS
WHEN CHANNELIZING DEVICES ARE USED TO SEPARATE OPPOSING TRAFFIC, TWO-WAY TRAFFIC SIGN(S) SHALL BE REPEATED EVERY MILE.
REVERSE TURN SIGN (W1-3) SHALL BE USED IN LIEU OF REVERSE CURVE SIGN WHEN THE ADVISORY SPEED IS 30 MPH OR LESS.
13
14
7
MEDIAN
CHANNELIZING DEVICES
ARROW PANEL
TEMP. TRAFFIC BARRIER
TEMP. TRAFFIC BARRIER
OBLITERATE SKIP LINES THRU THE LENGTH OF TAPERS BY APPROVED METHOD. OTHER CONFLICTING PAVEMENT MARKINGS
SHALL BE OBLITERATED.
CHANNELIZING DEVICES SHALL BE EXTENDED BEYOND THE TRANSITION AREA FOR A DISTANCE EQUAL TO TWO TIMES THE
NORMAL POSTED SPEED LIMIT.
CRASH CUSHION SHALL BE REQUIRED WHEN THE END OF THE BARRIER WALL IS WITHIN CLEAR ZONE (REFER TO ROADSIDE DESIGN GUIDE).
THIN ASPHALT OVERLAY TO BE USED AS DIRECTED BY THE ENGINEER.
WHEN TEMPORARY TRAFFIC BARRIER IS CONTINUOUS THROUGHOUT THE CLOSURE ZONE, THESE SIGNS SHALL BE ELIMINATED.
IF AN ARROW PANEL IS INSTALLED ON THE SHOULDER OR WITHIN THE CLEAR ZONE, A SHOULDER TAPER SHALL BE REQUIRED. TAPER
LENGTH SHALL BE 0.33 L. SPACING OF CHANNELIZING DEVICES THRU THE SHOULDER TAPER SHOULD BE 40’.
TTC-146-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTC-145 TTD-110 TTC-160
USE WITH CURRENT STD. DWGS.
, , AND
TTC-145(CONTINUED FROM CURRENT STD. DWG. )
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
NO
PASSING
ZONE
ROADEND
XXM.P.H.
7
SIGN
LEGEND
DRUMS
PAVEMENT MARKERS
TEMPORARY
PAVEMENT
MARKINGS
END DOUBLE
YELLOW LINES
WORK WORK
ROADROAD WORK
C B A
END EDGE LINES
36" X 18"
ROAD
CLOSED
BEGIN
EDGE
LINES
RAISED PAVEMENT
MARKERS
BEGIN DOUBLE
YELLOW LINES
XXXX XXXX
TYPE II BARRICADES
WORK AREA
DRAWING NOT TO SCALE
648" X 30"
48" X 24"321
TYPE III BARRICADE
SIGNING AND SPACING TABLE
A B C
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE
1.
2.
3.
4.
5.
6
7
500’
500’
STANDARD DRAWING NO.
THE ADVISORY SPEED LIMIT ON SIGN 3 SHALL BE DETERMINED BY THE ENGINEER.
TYPE IVA
(BI-DIRECTIONAL YELLOW)
1000’ 1600’ 2600’
500’ 500’ 500’
500’250’250’
THE SIZE OF SIGNS 1 THRU 3 SHALL BE 48" X 48" IF THE SPEED LIMIT IS 45 MPH OR GREATER. OTHERWISE, 36" X 36" SIGNS
MAY BE USED.
RAISED PAVEMENT MARKERS ARE REQUIRED ONLY FOR HARD SURFACE ROADWAYS.
TYPE IVA MARKERS SHALL BE MAINTAINED THROUGHOUT THE ENTIRE LIMITS
OF THE DIVERSION AT A SPACING OF 20’.
ROAD CLOSURE
WITH
DIVERSION
CHANNELIZING DEVICES
TEMPORARY PAVEMENT
TEMPORARY PAVEMENT
PAVEMENT MARKINGS WHICH ARE NO LONGER APPLICABLE SHALL BE OBLITERATED BY AN APPROVED METHOD.
*NOTE: USE NORMAL POSTED SPEED LIMIT
12" X 36" 12" X 36"36" X 48" X 48"
DEVICES SIMILAR TO THOSE DEPICTED SHALL BE PLACED FOR OPPOSITE DIRECTION OF TRAVEL.
SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED 20’.
IF THE TANGENT DISTANCE ALONG THE TEMPORARY DIVERSION IS MORE THAN
600 FEET, A REVERSE CURVE SIGN, LEFT FIRST, SHOULD BE USED INSTEAD OF THE
DOUBLE REVERSE CURVE SIGN, AND A SECOND REVERSE CURVE SIGN, RIGHT FIRST,
SHOULD BE PLACED IN ADVANCE OF THE SECOND REVERSE CURVE BACK TO THE
ORIGINAL ALIGNMENT. WHEN THE TANGENT SECTION OF THE DIVERSION IS MORE
THAN 600 FEET, AND THE DIVERSION HAS SHARP CURVES WITH RECOMMENDED
SPEEDS OF 30 MPH OR LESS, REVERSE TURN SIGNS SHOULD BE USED.
TTC-150-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TTD-110
USE WITH CURRENT STD. DWG.
11-21-07
11-21-07
TEMPORARY PAVEMENT
MARKER ARRANGEMENTS
FOR CONSTRUCTION ZONES
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
GENERAL NOTES
DRAWING NOT TO SCALE
ARRANGEMENT ’’A’’ (WHITE LANE LINES)
20’
40’
40’
20’
LEGEND
TYPE IVA BI-DIRECTIONAL (YELLOW)
TYPE IVA MONO-DIRECTIONAL (YELLOW)
MARKINGS (YELLOW)
MARKINGS (WHITE)
5
5
4.
ARRANGEMENT ’’C’’ (DOUBLE YELLOW CENTER LINES)
TYPE IVA MONO-DIRECTIONAL (WHITE)
NO TEMPORARY PAVEMENT MARKERS SHALL BE APPLIED TO FINAL PAVED SURFACES
EXCEPT IN TRANSITION AREAS, WHERE MARKERS WILL BE INSTALLED IN ACCORDANCE
WITH THESE ARRANGEMENTS AND AS DIRECTED BY THE ENGINEER.
MARKERS INSTALLED AT DOUBLE YELLOW CENTERLINES SHALL BE PLACED BETWEEN THE TWO LINES.
1.
2.
3.
MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE SKIPS.
CONCRETE MEDIAN BARRIER OR DOUBLE FACED GUARDRAIL WITHIN 8’ OF DRIVING LANE
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF
THE MARKER IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
BI-DIRECTIONAL MARKERS, (WHITE-RED) OR (YELLOW-RED), MAY BE USED IN LIEU OF
MONO-DIRECTIONAL MARKERS IF RED FACE WILL NOT BE VISIBLE TO OPPOSING
TRAFFIC IN THEIR NORMAL TRAVEL LANE.
TTC-155-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
ARRANGEMENT ’’B’’ (MEDIAN EDGE LINE WHEN CONCRETE MEDIAN BARRIER OR DOUBLE FACED GUARDRAIL IS WITHIN 8’ OF DRIVING LANE)
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
TEMPORARY PAVEMENT
FOR LANE CLOSURES
ARRANGEMENT ’’A’’
ARRANGEMENT ’’B’’
GENERAL NOTES
APPLICATION
300’
WORK AREA
LANE CLOSED
LANE CLOSED
1
2
DRAWING NOT TO SCALE1
2
3
ARRANGEMENT ’’A’’ SHALL BE APPLIED WHEN THE LANE CLOSURE IS TO BE IN EFFECT AT THE SAME LOCATION FOR
FOUR (4) DAYS OR GREATER AND THE EXISTING ADT IS 5,000 OR GREATER.
20’
20’
LEGEND
MARKINGS (YELLOW)
MARKINGS (WHITE)
TYPE IVA MONO-DIRECTIONAL (WHITE)
THIS STANDARD DRAWING SHALL BE USED IN CONJUNCTION WITH THE APPROPRIATE STANDARD DRAWING FOR THE
LANE CLOSURE.
ARRANGEMENT ’’B’’ SHALL BE APPLIED WHEN THE EXISTING PAVEMENT HAS BEEN REMOVED ADJACENT TO TRAFFIC
(INCLUDING BRIDGE ENDS AND OTHER SPOT IMPROVEMENTS).
3
3
MARKER ARRANGEMENTSMARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF THE CASTING IS NO MORE
THAN 1" FROM THE NEAR EDGE OF THE LINE.
TEMPORARY EDGE LINE
TEMPORARY EDGE LINE
THIS DRAWING APPLIES TO LANE CLOSURE TRANSITIONS OR CASES WHERE DELINEATION IS DESIRABLE WITHIN LANE
CLOSURES ON MULTI-LANE HIGHWAYS. THE DRAWINGS DEPICT LANE CLOSURES IN THE OUTSIDE LANE. WHEN THE
INSIDE LANE IS CLOSED, THE SAME PRINCIPLES APPLY, EXCEPT MONO-DIRECTIONAL (YELLOW) MARKERS SHALL BE
USED. BI-DIRECTIONAL MARKERS, (WHITE-RED) OR (YELLOW-RED), MAY BE USED IN LIEU OF MONO-DIRECTIONAL
MARKERS IF RED FACE WILL NOT BE VISIBLE TO OPPOSING TRAFFIC IN THEIR NORMAL TRAVEL LANE.
TTC-160-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLE
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE STRIPING TRAIN.
WET PAIN
T
WET PAIN
T
W1-
6
1 1 2
2.
1.
54"X
18"
54"X
18" 4
8"X
24"
SEE NOTE 51500 FT (APPROX.)
W1-
6
2
3
PAIN
T
TR
UC
K
FO
LL
OW
S
66"X
30"
48"X
24"
TRAIL VEHICLE
MOBILE OPERATION
FOR PAINT STRIPING
CASE I
ADDITIONAL VEHICLES MAY BE ADDED TO THE STRIPING TRAIN AS NEEDED TO PROTECT THE FRESHLY PAINTED LINE.
THE LAST TRAIL VEHICLE IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE
TO APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER WHENEVER POSSIBLE TO COORDINATE ON AND OFF THE ROAD
MANEUVERS. THE STRIPING TRAIN SHALL BE REQUIRED TO PULL OFF THE ROADWAY PERIODICALLY TO ALLEVIATE TRAFFIC CONGESTION.
SIGNS 1 THRU 3 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLOURESCENT ORANGE SHEETING.
THIS DRAWING APPLIES TO STRIPING OPERATIONS ON TWO-LANE, TWO-WAY ROADWAYS INVOLVING THE PLACEMENT OF EDGE LINES ONLY.
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
3.
4.
5.
6.
7.
8. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
IF AN ARROW PANEL IS USED, IT SHALL BE USED IN THE CAUTION MODE.
TTS-100-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLETRAIL VEHICLE
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE STRIPING TRAIN.
WET PAINT
PASS
W1-
6
12
3
2.
3.
4.
5.
6.
7.
1.
PAIN
T
TR
UC
K
FO
LL
OW
S
66"X
30"
48"X
24"
DO NO
T
42"X
30"
54"X
18"
TRAIL VEHICLE
750 FT (APPROX.) 750 FT (APPROX.) SEE NOTE 5
W1-
6
3
48"X
24"
MOBILE OPERATION
FOR PAINT STRIPING
CASE II
ADDITIONAL VEHICLES MAY BE ADDED TO THE STRIPING TRAIN AS NEEDED TO PROTECT THE FRESHLY PAINTED LINE.
THE LAST TRAIL VEHICLE IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
WET PAINT
PASS
12
DO NO
T
42"X
30"
54"X
18"
WET PAINT
PASS
12
DO NO
T
42"X
30"
54"X
18"
4
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE TO
APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER WHENEVER POSSIBLE TO COORDINATE ON AND OFF THE ROAD
MANEUVERS. THE STRIPING TRAIN SHALL BE REQUIRED TO PULL OFF THE ROADWAY PERIODICALLY TO ALLEVIATE TRAFFIC CONGESTION.
THIS DRAWING APPLIES TO STRIPING OPERATIONS ON TWO-LANE, TWO-WAY ROADWAYS INVOLVING THE PLACEMENT OF EITHER
THE CENTERLINE ONLY OR A COMBINATION OF THE CENTERLINE AND EDGE LINE.
ON THE CAB.
VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
IF AN ARROW PANEL IS USED, IT SHALL BE USED IN THE CAUTION MODE.
8.
TTS-105-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
SIGNS 1 ,3, AND 4 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING. SIGN 2 SHALL HAVE
A BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLETRAIL VEHICLE
FLASHING ARROW PANELS
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
1
2.
3.
4.
5.
6.
7.
1.
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE STRIPING TRAIN.
THIS DRAWING APPLIES TO PAINT STRIPING OPERATIONS ON MULTI-LANE ROADWAYS INVOLVING THE PLACEMENT OF EDGE LINES ONLY.
1500 FT (APPROX.) SEE NOTE 6
MOBILE OPERATION
FOR PAINT STRIPING
CASE III
THE LAST TRAIL VEHICLE IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
8.
ADDITIONAL VEHICLES MAY BE ADDED TO THE STRIPING TRAIN AS NEEDED TO PROTECT THE FRESHLY PAINTED LINE.
FLASH ARROW PANELS TO DIRECT TRAFFIC RIGHT OR LEFT AS APPROPRIATE. FLASHING ARROW PANELS SHALL BE
TYPE B (60"X30") OR LARGER.
WET PAIN
T
PASS WITH
CARE
2
54"X
18"
54"X
30"
1
WET PAIN
T
PASS WITH
CARE
2
54"X
18"
54"X
30"
SIGN 1 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLOURESCENT ORANGE SHEETING. SIGN 2 SHALL HAVE
A BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER.
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE TO
9. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
TTS-110-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLETRAIL VEHICLE
FLASHING ARROW PANELS
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
2.
3.
4.
5.
6.
7.
1.
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE STRIPING TRAIN.
TRAIL VEHICLE
THIS DRAWING APPLIES TO PAINT STRIPING OPERATIONS ON MULTI-LANE ROADWAYS INVOLVING EITHER THE PLACEMENT OF
LANE LINES ONLY OR A COMBINATION OF LANE LINES AND EDGE LINES.
750 FT (APPROX.) 750 FT (APPROX.) SEE NOTE 6
MOBILE OPERATION
FOR PAINT STRIPING
CASE IV
THE LAST TRAIL VEHICLE IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
8.
ADDITIONAL VEHICLES MAY BE ADDED TO THE STRIPING TRAIN AS NEEDED TO PROTECT THE FRESHLY PAINTED LINE.
FLASH ARROW PANELS TO DIRECT TRAFFIC RIGHT OR LEFT AS APPROPRIATE. FLASHING ARROW PANELS SHALL BE
TYPE B (60"X30") OR LARGER.
WET PAIN
T
PASS WITH
CARE
1 2
54"X
18"
54"X
30"
WET PAIN
T
PASS WITH
CARE
1 2
54"X
18"
54"X
30"
WET PAIN
T
PASS WITH
CARE
1 2
54"X
18"
54"X
30"
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER.
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE TO
9. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
TTS-115-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
SIGN 1 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING. SIGN 2 SHALL HAVE A
BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
TRUCK MOUNTED ATTENUATOR
1
2.
3.
4.
5.
6.
1.
1500 FT (APPROX.)
TRAIL VEHICLEADVANCE WARNING
VEHICLE
RIGHTLANE
CLOSEDAHEAD
STRIPINGOPERATION
AHEAD
2
FLASHING ARROW PANEL
500 FT (APPROX.)
WET PAIN
T
PASS WITH
CARE
3 4
54"X
18"
54"X
30"
STRIPER
MOBILE OPERATION
FOR DURABLE STRIPING
CASE ITHIS DRAWING APPLIES TO DURABLE STRIPING OPERATIONS ON MULTI-LANE ROADWAYS INVOLVING THE CLOSURE OF ONE LANE ONLY.
FLASH ARROW PANELS TO DIRECT TRAFFIC RIGHT OR LEFT AS APPROPRIATE. FLASHING ARROW PANELS SHALL BE
TYPE B (60"X30") OR LARGER.
48"X48" 48"X48"
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE WORK TRAIN.
THE LAST TRAIL VEHICLE IN THE WORK TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE TO
7. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
TTS-120-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
SIGNS 1 THRU 3 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING.
SIGN 4 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.APPLICATION
SIGN
LEGEND
TRUCK MOUNTED ATTENUATOR
1
2.
3.
4.
5.
1.
1500 FT (APPROX.)
TRAIL VEHICLE
ADVANCE WARNING
VEHICLE
STRIPINGOPERATION
AHEAD
2
STRIPINGOPERATION
AHEAD
2
RIGHTTWO LANES
CLOSEDAHEAD
900 FT (APPROX.) 500 FT (APPROX.)
FLASHING ARROW PANEL
STRIPER
WET PAIN
T
PASS WITH
CARE
3 4
54"X
18"
54"X
30"
MOBILE OPERATION
FOR DURABLE STRIPING
CASE II
THIS DRAWING APPLIES TO DURABLE STRIPING OPERATIONS INVOLVING MULTIPLE LANE CLOSURES ON MULTI-LANE ROADWAYS.
FLASH ARROW PANELS TO DIRECT TRAFFIC RIGHT OR LEFT AS APPROPRIATE. FLASHING ARROW PANELS SHALL BE
TYPE B (60"X30") OR LARGER.
48"X48" 48"X48" 48"X48"
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE WORK TRAIN.
WHEN MORE THAN TWO LANES ARE TO BE CLOSED, SIGN 1 SHALL AGREE WITH THE NUMBER OF LANES CLOSED AND ADDITIONAL
TRAIL VEHICLES SHALL BE USED.
THE LAST TRAIL VEHICLE IN THE WORK TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE TO
8. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
6.
7.
TTS-125-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
SIGNS 1 THRU 3 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING. SIGN 4
SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLE
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
WET PAIN
T
WET PAIN
T
W1-
6
2 2 3
2.
1.
54"X
18"
54"X
18"
48"X
24"
SEE NOTE 6
W1-
6
3
4
PAIN
T
TR
UC
K
FO
LL
OW
S
48"X
24"
STRIPINGOPERATION
AHEAD
1
TRAIL VEHICLEADVANCE WARNING VEHICLE
FLASHING ARROW PANEL
750 FT (APPROX.) 750 FT (APPROX.)
MOBILE OPERATION
FOR DURABLE STRIPING
CASE III
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE
TO APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
THIS DRAWING APPLIES TO DURABLE STRIPING OPERATIONS ON TWO-LANE, TWO-WAY ROADWAYS INVOLVING THE PLACEMENT OF
EDGE LINES ONLY.
48"X48"
66"X
30"
OPERATE FLASHING ARROW PANEL IN CAUTION MODE. THE ARROW PANEL SHALL BE TYPE B (60"X30") OR LARGER.
THE LAST TRAIL VEHICLE IN THE WORK TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE WORK TRAIN.
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER WHENEVER POSSIBLE TO COORDINATE ON AND OFF THE ROAD
MANEUVERS. THE WORK TRAIN SHALL BE REQUIRED TO PULL OFF THE ROADWAY PERIODICALLY TO ALLEVIATE TRAFFIC CONGESTION.
3. ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
8. VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
TTS-130-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
SIGNS 1 THRU 4 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING.
4.
5.
6.
7.
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
DRAWING NOT TO SCALE
STANDARD DRAWING NO.
APPLICATION
SIGN
LEGEND
STRIPER LEAD VEHICLETRAIL VEHICLE
TRUCK MOUNTED ATTENUATOR
SWEEPER/BLOWER
WET PAIN
T
PASS
W1-
6
23
4
2.
1.
PAIN
T
TR
UC
K
FO
LL
OW
S
66"X
30"
48"X
24"
DO NOT
42"X
30"
54"X
18"
750 FT (APPROX.) 750 FT (APPROX.) SEE NOTE 6
WET PAIN
T
W1-
6
2 4
54"X
18" 4
8"X
24"
PASS
3
DO NOT
42"X
30"
ADVANCE WARNING VEHICLE
STRIPINGOPERATION
AHEAD
1
FLASHING ARROW PANEL
MOBILE OPERATION
FOR DURABLE STRIPING
CASE IV
THE SPACING BETWEEN VEHICLES IN THE WORK TRAIN SHOULD BE ADJUSTED, AS NEEDED, TO PROVIDE ADEQUATE SIGHT DISTANCE
TO APPROACHING VEHICLES AND TO PROTECT THE FRESHLY APPLIED LINE.
548"X48"
TWO-WAY RADIO COMMUNICATION SHALL BE MAINTAINED BETWEEN ALL VEHICLES IN THE WORK TRAIN.
THE LAST TRAIL VEHICLE IN THE WORK TRAIN SHALL BE EQUIPPED WITH A T.M.A. IF LANES ARE 10’ WIDE OR GREATER.
OPERATE FLASHING ARROW PANEL IN CAUTION MODE. THE ARROW PANEL SHALL BE TYPE B (60"X30") OR LARGER.
THE LEAD VEHICLE SHALL MAINTAIN VISUAL CONTACT WITH THE STRIPER WHENEVER POSSIBLE TO COORDINATE ON AND OFF THE ROAD
MANEUVERS. THE WORK TRAIN SHALL BE REQUIRED TO PULL OFF THE ROADWAY PERIODICALLY TO ALLEVIATE TRAFFIC CONGESTION.
THIS DRAWING APPLIES TO DURABLE STRIPING OPERATIONS ON TWO-LANE, TWO-WAY ROADWAYS INVOLVING THE PLACEMENT
OF EITHER THE CENTERLINE ONLY OR A COMBINATION OF THE CENTERLINE AND EDGE LINE.
3. ALL VEHICLES IN THE STRIPING TRAIN SHALL BE EQUIPPED WITH HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS
ON THE CAB.
VEHICLE-MOUNTED SIGNS SHALL BE MOUNTED IN A MANNER SUCH THAT THEY ARE NOT OBSCURED BY EQUIPMENT OR SUPPLIES.
SIGN LEGENDS ON VEHICLE-MOUNTED SIGNS SHALL BE COVERED OR TURNED FROM VIEW WHEN WORK IS NOT IN PROGRESS.
4.
5.
6.
7.
8.
TTS-135-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
SIGNS 1, 2, 4, AND 5 SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF FLUORESCENT ORANGE SHEETING. SIGN 3
SHALL HAVE A BLACK BORDER AND LEGEND ON A BACKGROUND OF REFLECTIVE WHITE SHEETING.
11-21-07
11-21-07
APPROVED
LEGEND
TYPE V BI-DIRECTIONAL (YELLOW)
1.
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
GENERAL NOTES
DRAWING NOT TO SCALE
TYPE V MONO-DIRECTIONAL (WHITE)
MARKINGS (YELLOW)
MARKINGS (WHITE)
40’
80’
ARRANGEMENT ’’A’’ (UNDIVIDED HIGHWAY)
2.
80’
80’
ARRANGEMENT ’’B’’ (DIVIDED HIGHWAY WITH DEPRESSED OR RAISED MEDIAN LESS THAN 30’ IN WIDTH)
DEPRESSED OR RAISED MEDIAN LESS THAN 30’ IN WIDTH
DEPRESSED OR RAISED MEDIAN
PAVEMENT MARKER
ARRANGEMENTS
MULTI-LANE ROADWAYS
3.
MARKERS INSTALLED WITH DOUBLE YELLOW CENTERLINES SHOULD BE PLACED BETWEEN
THE TWO LINES.
MARKERS INSTALLED ALONG LANE LINES SHOULD BE PLACED BETWEEN AND IN LINE
WITH THE SKIPS.
MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET
MARKERS A MINIMUM OF 2" FROM THE PAVEMENT JOINT. ENSURE THAT THE
FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION.
MARKERS MAY BE ELIMINATED AT THE DISCRETION OF THE ENGINEER.
TPM-100-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
APPROVED
1.KENTUCKY
DEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
GENERAL NOTESDRAWING NOT TO SCALE
40’
80’
2
LEGEND
MARKINGS (YELLOW)
MARKINGS (WHITE)
FLUSH MEDIAN
TYPE V MONO-DIRECTIONAL (WHITE)
DEPRESSED OR RAISED MEDIAN
2
ARRANGEMENT ’’D’’ (DIVIDED HIGHWAY WITH PAVED FLUSH MEDIAN THAT DOES NOT FUNCTION AS A TWO-WAY LEFT TURN LANE)
80’
80’
DEPRESSED OR RAISED MEDIAN GREATER THAN OR EQUAL TO 30’ IN WIDTH
PAVED FLUSH MEDIAN THAT DOES NOT FUNCTION AS A TWO-WAY LEFT TURN LANE
33
3
3
IF WIDTH OF PAVED FLUSH MEDIAN IS GREATER THAN OR EQUAL TO 30’,
BI-DIRECTIONAL (WHITE-RED) MARKERS SHALL BE USED ALONG THE LANE
LINES IN LIEU OF MONO-DIRECTIONAL (WHITE) MARKERS.
PAVEMENT MARKER
ARRANGEMENTS
MULTI-LANE ROADWAYS
ARRANGEMENT ’’C’’ (DIVIDED HIGHWAY WITH DEPRESSED OR RAISED MEDIAN GREATER THAN OR EQUAL TO 30’ IN WIDTH)
TYPE V BI-DIRECTIONAL (YELLOW)
TYPE V BI-DIRECTIONAL (WHITE-RED)
4. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET
MARKERS A MINIMUM OF 2" FROM THE PAVEMENT JOINT. ENSURE THAT THE
FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION.
MARKERS MAY BE ELIMINATED AT THE DISCRETION OF THE ENGINEER.
TPM-105-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
MARKERS INSTALLED ALONG LANE LINES SHOULD BE PLACED BETWEEN AND IN LINE
WITH THE SKIPS.
MARKERS INSTALLED ALONG EDGE LINES SHOULD BE PLACED SO THAT THE NEAR EDGE
OF THE CASTING IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
11-21-07
11-21-07
APPROVED
LEGEND1.
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
GENERAL NOTES
DRAWING NOT TO SCALE
TYPE V BI-DIRECTIONAL (WHITE-RED)
TYPE V MONO-DIRECTIONAL (WHITE)
MARKINGS (YELLOW)
MARKINGS (WHITE)
40’
80’
40’
80’
2
CONCRETE MEDIAN BARRIER OR DOUBLE FACED GUARDRAIL
2
CURB CURB
TYPE V BI-DIRECTIONAL (YELLOW-RED)
TYPE V MONO-DIRECTIONAL (YELLOW)
2
CURB
MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE
WITH THE SKIPS.
PAVEMENT MARKER
ARRANGEMENTS
MULTI-LANE ROADWAYS
ARRANGEMENT ’’E’’ (DIVIDED HIGHWAY WITH CONCRETE MEDIAN BARRIER OR DOUBLE FACED GUARDRAIL WITHIN 8’ OF DRIVING LANE)
ARRANGEMENT ’’F’’ (DIVIDED HIGHWAY WITH CURB WITHIN 8’ OF DRIVING LANE)
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE
OF THE CASTING IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
3. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET
MARKERS A MINIMUM OF 2" FROM THE PAVEMENT JOINT. ENSURE THAT THE
FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION.
MARKERS MAY BE ELIMINATED AT THE DISCRETION OF THE ENGINEER.
TPM-110-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
APPROVED
LEGEND
TYPE V BI-DIRECTIONAL (YELLOW)
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
GENERAL NOTES
DRAWING NOT TO SCALE
40’
40’
MARKINGS (YELLOW)
MARKINGS (WHITE)
40’
ARRANGEMENT ’’A’’ (PASSING PERMITTED FOR BOTH DIRECTIONS OF TRAVEL)
ARRANGEMENT "B" (PASSING PERMITTED FOR ONE DIRECTION OF TRAVEL)
ARRANGEMENT "C" (PASSING PROHIBITED FOR BOTH DIRECTIONS OF TRAVEL)
MARKERS INSTALLED ALONG DASHED YELLOW CENTERLINES SHALL BE PLACED BETWEEN
AND IN LINE WITH THE DASHES.
1.
2. MARKERS INSTALLED WITH DOUBLE YELLOW CENTERLINES SHALL BE PLACED BETWEEN
THE TWO LINES.
PAVEMENT MARKER
ARRANGEMENTS
TWO-LANE, TWO-WAY
ROADWAYS
3. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET
MARKERS A MINIMUM OF 2" FROM THE PAVEMENT JOINT. ENSURE THAT THE
FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION.
MARKERS MAY BE ELIMINATED AT THE DISCRETION OF THE ENGINEER.
TPM-115-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
MEDIAN
MEDIAN
TWO LANE TO FOUR LANE PAVEMENT TRANSITIONS
PAVEMENT MARKER
TRANSITIONS
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
1.
DRAWING NOT TO SCALE
80’
20’
80’
80’
MEDIAN EDGE LINE
LANE LINE
EDGE LINE
40’
2
2
LEGEND
TYPE V BI-DIRECTIONAL (YELLOW)
MARKINGS (YELLOW)
MARKINGS (WHITE)
TYPE V MONO-DIRECTIONAL (WHITE)
MARKERS INSTALLED ALONG LANE LINES OR DASHED YELLOW CENTERLINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE DASHES.
3
TWO-LANE TO FOUR-LANE
ARRANGEMENT
3
3
4
3
3
4
4
4
GENERAL NOTES
4
IF MEDIAN WIDTH IS GREATER THAN OR EQUAL TO 30’, BI-DIRECTIONAL (WHITE-RED) MARKERS SHALL BE USED ALONG THE LANE LINES
IN LIEU OF MONO-DIRECTIONAL (WHITE) MARKERS.
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF THE CASTING IS NO MORE THAN 1"
FROM THE NEAR EDGE OF THE LINE.
5. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.
TPM-120-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
TPM-110
TPM-100 TPM-105MARKERS MAY BE REQUIRED ALONG THE MEDIAN EDGE LINES DEPENDING ON TYPE AND WIDTH OF MEDIAN. SEE , , AND
FOR GUIDANCE.
USE WITH CURRENT STD. DWGS.
, ,TPM-100 TPM-105 TPM-110
11-21-07
11-21-07
PAVEMENT MARKER
ARRANGEMENT
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
EXIT GORE AND OFF-RAMP
40’
DRAWING NOT TO SCALE
80’
80’
80’
40’
40’
40’
80’
EDGE OF ROADWAY
EDGE OF ROADWAY
EDGE OF ROADWAY
1.
GENERAL NOTES
LEGEND
TYPE V BI-DIRECTIONAL (WHITE-RED)
MARKINGS (YELLOW)
MARKINGS (WHITE)
TYPE V BI-DIRECTIONAL (YELLOW-RED)
MA
TC
H
LIN
E "A
"
MA
TC
H
LIN
E "A
"
MA
TC
H
LIN
E "B
"M
AT
CH
LIN
E "C
"
MA
TC
H
LIN
E "B
"M
AT
CH
LIN
E "C
"
MARKERS SHALL BE CONTINUED ALONG THE ENTIRE LENGTH OF THE RAMP UNTIL THE INTERSECTION WITH THE CROSS-STREET.3
4
3
2
2
2
MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE SKIPS.
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF THE CASTING IS NO MORE THAN 1" FROM THE
NEAR EDGE OF THE LINE.
2
4
ON TWO-LANE, TWO-WAY HIGHWAYS, MARKERS INSTALLED ALONG GORE MARKINGS SHALL BE MONO-DIRECTIONAL (WHITE).
5. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.
TPM-125-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
DRAWING NOT TO SCALE
CASE "B"
LANE WIDTH
80’
40’
40’
EDGE OF ROADWAY
1.
GENERAL NOTES
LEGEND
TYPE V BI-DIRECTIONAL (WHITE-RED)
MARKINGS (YELLOW)
MARKINGS (WHITE)
TYPE V BI-DIRECTIONAL (YELLOW-RED)
BI-DIRECTIONAL (YELLOW-RED) MARKERS ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE YELLOW EDGE LINE FROM THE
INTERSECTION OF THE CROSS-STREET TO THE BEGINNING OF THE GORE AREA.
2
3
80’
23
PAVEMENT MARKER
ARRANGEMENT
ON-RAMP WITH TAPERED
ACCELERATION LANE
CASE "A"
LANE WIDTH
40’
40’80’
EDGE OF ROADWAY
32
80’
2
APPLICATION
6’
4
4
4
ON TWO-LANE, TWO-WAY HIGHWAYS, MARKERS INSTALLED ALONG GORE MARKINGS SHALL BE MONO-DIRECTIONAL (WHITE).
THE ARRANGEMENT SHOWN IN CASE "A" IS PREFERRED. IF ON-RAMP IS STRIPED
AS SHOWN IN CASE "B", CASE "B" ARRANGEMENT SHALL BE USED.
5. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.
MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE
WITH THE SKIPS.
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE
OF THE CASTING IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
TPM-130-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
DRAWING NOT TO SCALE1.
GENERAL NOTES
2
LEGEND
TYPE V BI-DIRECTIONAL (WHITE-RED)
MARKINGS (YELLOW)
MARKINGS (WHITE)
TYPE V BI-DIRECTIONAL (YELLOW-RED)
EDGE OF PAVEMENT
80’40’
40’
40’
BI-DIRECTIONAL (YELLOW-RED) MARKERS ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE YELLOW EDGE LINE FROM THE
INTERSECTION OF THE CROSS-STREET TO THE BEGINNING OF THE GORE AREA.
MA
TC
H
LIN
E "A
"
MA
TC
H
LIN
E "A
"
EDGE OF PAVEMENT
80’
3
3
2
MARKERS INSTALLED ALONG LANE LINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE SKIPS.
2
PAVEMENT MARKER
ARRANGEMENT
ON-RAMP WITH PARALLEL
ACCELERATION LANE
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF THE CASTING IS NO MORE THAN 1" FROM
THE NEAR EDGE OF THE LINE.
4
4
ON TWO-LANE, TWO-WAY HIGHWAYS, MARKERS INSTALLED ALONG GORE MARKINGS SHALL BE MONO-DIRECTIONAL (WHITE).
5. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.TPM-135-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
PAVEMENT MARKER
MAJ
OR
CR
OS
S
RO
AD
MIN
OR
CR
OS
S
RO
AD
40’
DRAWING NOT TO SCALEMAJOR STREET OR ROAD CROSSING = CURRENT ADT GREATER THAN OR EQUAL TO 400.
MINOR STREET OR ROAD CROSSING = CURRENT ADT LESS THAN 400.
1.
2.
3.
GENERAL NOTES
6
FLUSH MEDIAN AT MAJOR AND MINOR CROSSROADS
(FOUR LANE ROAD)
FLUSH MEDIAN AT MAJOR AND MINOR CROSSROADS
(TWO LANE ROAD)
80’
5
MAJ
OR
CR
OS
S
RO
AD
MIN
OR
CR
OS
S
RO
AD
40’65
40’
40’
4.
5
6
MARKERS INSTALLED ALONG LANE LINES OR DASHED YELLOW CENTERLINES SHALL BE
PLACED BETWEEN AND IN LINE WITH THE SKIPS.
MARKERS INSTALLED ALONG EDGE LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF
THE CASTING IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
6
6
ARRANGEMENTS
TWO-WAY, LEFT TURN LANE
LENGTH TO BE DETERMINED ON A PROJECT BY PROJECT BASIS.
7.
TYPE V BI-DIRECTIONAL (YELLOW)
LEGEND
TYPE V MONO-DIRECTIONAL (WHITE)
MARKINGS (YELLOW)
MARKINGS (WHITE)
MARKERS INSTALLED AT DOUBLE YELLOW CENTERLINES SHALL BE PLACED BETWEEN THE TWO LINES.
MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.
TPM-140-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
20’
40’
40’
END OF TRANSITION
END OF TRANSITION
CHANNELIZED INTERSECTION ON A TWO DIRECTIONAL TWO LANE FACILITY
PAVEMENT MARKER
ARRANGEMENT
CHANNELIZED
INTERSECTION
40’
DRAWING NOT TO SCALE
40’
6 M
LEGEND
TYPE V BI-DIRECTIONAL (YELLOW)
MARKINGS (YELLOW)
MARKINGS (WHITE)
RAISED OR FLUSH MEDIAN
GENERAL NOTES
1.
TYPE V MONO-DIRECTIONAL (WHITE)
MARKERS INSTALLED ALONG DASHED YELLOW CENTERLINES SHALL BE PLACED BETWEEN AND IN LINE WITH THE SKIPS.
2
2
2
MA
TC
H
LIN
E "A
"
MA
TC
H
LIN
E "A
"
MARKERS INSTALLED ALONG EDGE LINES OR CHANNELIZING LINES SHALL BE PLACED SO THAT THE NEAR EDGE OF THE CASTING
IS NO MORE THAN 1" FROM THE NEAR EDGE OF THE LINE.
3. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET MARKERS A MINIMUM OF 2" FROM THE PAVEMENT
JOINT. ENSURE THAT THE FINISHED LINE OF MARKERS IS STRAIGHT WITH MINIMAL LATERAL DEVIATION. MARKERS MAY BE ELIMINATED
AT THE DISCRETION OF THE ENGINEER.
TPM-145-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.
DRAWING NOT TO SCALE
TOP VIEW
SIDE ELEVATION
TRAFFIC
DIRECTION
DRIVEN
POST
UPPER
POST
GRADE
LINE
UPPER
POST
DRIVEN
POST
1
1
1
POST OVERLAP
TRAFFIC
DIRECTION
2"
24" MAX.
18" MIN.
2"
2
1
2
4’-3"
(IF POSSIBLE)
APPLICATION
PREFERABLY, SIGN POSTS ARE NOT TO BE SPLICED. HOWEVER, TO OBTAIN THE REQUIRED HEIGHT, SIGN POSTS MAY BE SPLICED
ONCE IN THEIR LENGTH AND ACCORDING TO THIS STANDARD DRAWING.
GENERAL NOTES
POST
SPLICING
DETAILTHE DRIVEN POST STUB SHALL BE REMOVED WHEN THE UPPER POST IS NOT IN PLACE.
TWO (2) 5/16" X 2" HEX HEAD CAP SCREWS, TWO (2) ROUND WASHERS, TWO (2) LOCK WASHERS AND TWO HEX HEAD NUTS (ASTM A307).
TTD-110-01
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.TTD-120
WORK ZONE SPEED LIMIT
AND DOUBLE FINE SIGNS
A B C D
48" 12"
SIGN DETAILS
4.5"60"
36" 48" 8"
24" 30" 6"
6" 6"DINTERSTATES, PARKWAYS &
4-LANE DIVIDED HIGHWAYS
OTHER MULTI-LANE HIGHWAYS &
2-LANE HIGHWAYS 18’ IN WIDTH
ROADWAYS LESS THAN
18’ IN WIDTH
E F A B C DROAD TYPE
48" 7.5"
SIGN DETAILS
48"
36" 36" 6"
INTERSTATES, PARKWAYS &
4-LANE DIVIDED HIGHWAYS
ROAD TYPE
5" 4.5" 4"E
3"E2.25"3"
OTHER MULTI-LANE &
2-LANE HIGHWAYS
6"D
4"E
WARNING
A
B
F C
D
F
E
F
E
F
E
F
E
F
D
B
A
C
C
C
C
D
D
D
1.
2.
3.
4.
5. ADDITIONAL SIGNS MAY BE REQUIRED FOR LONG CONSTRUCTION ZONES OR WHERE RAMPS OR INTERSECTING STREETS JUNCTION WITHIN THE PROJECT LIMITS.
DOUBLE FINE SIGNS
WHEN THE HIGHWAY WORK ZONE DOES NOT HAVE A WORKER PRESENT FOR MORE THAN A TWO (2) HOUR PERIOD OF TIME, DOUBLE FINE SIGNS SHALL BE REMOVED OR COVERED
SO THAT THE MESSAGE IS NOT VISIBLE.
APPLICATION
NOTE: "WARNING" PLAQUE SHALL HAVE A BLACK LEGEND ON A FLUORESCENT ORANGE
BACKGROUND. REMAINDER OF SIGN SHALL HAVE A BLACK LEGEND ON A WHITE BACKGROUND.
NOTE: SIGN SHALL HAVE A BLACK LEGEND ON A WHITE BACKGROUND.
SIGNS SHALL BE MOUNTED AT ELEVATIONS AND OFFSETS PRESCRIBED IN THE MUTCD.
REDUCED SPEED ZONE SIGNS
A HIGHWAY WORK ZONE SHALL BE ELIGIBLE FOR PLACEMENT OF DOUBLE FINE SIGNS IF A WORKER IS NOT ROUTINELY
PROTECTED BY BARRIER WALL OR IF A CONDITION EXISTS WHICH EXPOSES A WORKER TO TRAFFIC HAZARDS.
6.
THE "WARNING/FINE DOUBLED IN WORK ZONE" SIGN SHALL BE INSTALLED APPROXIMATELY 500’ IN ADVANCE OF THE AREA WHERE WORKERS ARE UNPROTECTED AND NO CLOSER
THAN 250’ TO ANY OTHER WORK ZONE SIGNING. THE "END DOUBLE FINE" SIGN(S) SHALL BE INSTALLED NEAR THE END OF THE AREA WHERE WORKERS ARE UNPROTECTED.
7.
1.
2.
3.
SIGNS SHALL BE RELOCATED AS THE WORK ZONE PROGRESSES ALONG THE HIGHWAY.
SPEED LIMIT MAY BE REDUCED BY 15 MPH WITHOUT A TRAFFIC ENGINEERING INVESTIGATION ON HIGHWAYS WHERE THE NORMAL POSTED SPEED
LIMIT IS 70 MPH. THE SPEED LIMIT MAY BE REDUCED BY 10 MPH WITHOUT A TRAFFIC ENGINEERING INVESTIGATION ON OTHER HIGHWAYS.
LARGER SPEED REDUCTIONS REQUIRE A TRAFFIC ENGINEERING INVESTIGATION AND APPROVAL OF THE SECRETARY OF TRANSPORTATION.
REDUCED SPEED ZONES SHOULD BE USED ONLY IN SPECIFIC PORTIONS OF THE WORK ZONE WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE
PRESENT. LOWERING THE REGULATORY SPEED LIMIT SHOULD BE AVOIDED AS MUCH AS PRACTICAL BECAUSE DRIVERS REDUCE THEIR SPEEDS
ONLY IF THEY CLEARLY PERCEIVE A NEED TO DO SO.
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
ALL AREAS SHALL BE RETROREFLECTIVE EXCEPT THE BLACK PORTION OF SIGN MESSAGES.
SIGNS SHALL BE DUAL-MOUNTED ON MULTI-LANE HIGHWAYS WHERE MEDIAN IS WIDE ENOUGH TO MAINTAIN LATERAL CLEARANCES AS PRESCRIBED IN THE MUTCD.
WHERE CONSTRUCTION ONLY AFFECTS ONE DIRECTION OF A DIVIDED HIGHWAY WITH A BARRIER OR WIDE MEDIAN, SIGNS SHALL NOT BE ERECTED FOR OPPOSING DIRECTION.
A SPEED REDUCTION (W3-5) SIGN SHALL BE INSTALLED IN ADVANCE OF A WORK ZONE WITH A TEMPORARY WORK ZONE SPEED LIMIT. SIGNS
SHALL BE DUAL-MOUNTED ON MULTI-LANE HIGHWAYS WHERE MEDIAN IS WIDE ENOUGH TO MAINTAIN LATERAL CLEARANCES AS PRESCRIBED IN
THE MUTCD. THE SIGN SHALL HAVE A FLUORESCENT ORANGE BACKGROUND, AND THE SPEED LIMIT DISPLAYED ON THE SIGN SHOULD MATCH
THE DESIRED SPEED LIMIT THROUGH THE WORK ZONE. THE SIGN(S) SHALL BE INSTALLED APPROXIMATELY 500’ IN ADVANCE OF THE SPEED
LIMIT SIGN AND NO CLOSER THAN 250’ TO ANY OTHER WORK ZONE SIGNING.
FINE
DOUBLED
IN
WORK
ZONE
END
DOUBLE
FINE
11-21-07
11-21-07
KENTUCKYDEPARTMENT OF HIGHWAYS
STATE HIGHWAY ENGINEER DATE
DATE
SUBMITTED
APPROVED
STANDARD DRAWING NO.TTD-125
PAVEMENT CONDITION
WARNING SIGNS
PLATE
STEEL
LOOSE
GRAVEL
ROUGH
ROAD
UNEVEN
LANES
FRESH
OILPAVEMENT
WET
BUMP
APPLICATION
W8-1W8-7
W8-8 W8-11
W21-2
1.
2.
3.
4.
5.
SIGNS SHALL BE MOUNTED AT ELEVATIONS AND OFFSETS PRESCRIBED IN THE MUTCD.
SIGNS SHALL HAVE A BLACK LEGEND ON A FLUORESCENT ORANGE BACKGROUND.
AA
PAVEMENT CONDITION
A
RURAL/URBAN
URBAN
EXPRESSWAY/
FREEWAY
SP. LT. 40 MPH*
SP. LT. 45 MPH*
ROAD TYPE
250’
750’
500’
SIGN SPACING TABLE
*NOTE: USE NORMAL POSTED SPEED LIMIT
GENERAL NOTES
6.
THE SIZE OF ABOVE SIGNS SHALL BE 48" X 48" IF THE NORMAL POSTED SPEED LIMIT IS 45 MPH OR GREATER.
OTHERWISE, 36" X 36" SIGNS MAY BE USED.
"BUMP" SIGNS WITH SUPPLEMENTAL "STEEL PLATE" PLAQUES SHOULD BE INSTALLED IN ADVANCE OF LOCATIONS WHERE STEEL PLATES
ARE USED TO BRIDGE OPEN CUTS IN THE ROADWAY.
SIGNS SHOULD BE INSTALLED IN ACCORDANCE WITH SPACING IN SIGN SPACING TABLE AND NO CLOSER THAN 250’
TO ANY OTHER REQUIRED WORK ZONE SIGNING.
IF A PAVEMENT CONDITION EXISTS OVER A LONG STRETCH OF ROADWAY, PAVEMENT CONDITION WARNING SIGNS MAY
BE USED IN COMBINATION WITH A SUPPLEMENTARY DISTANCE PLAQUE (W7-3A).
"UNEVEN LANES" SIGNS SHOULD BE INSTALLED IN ADVANCE OF LOCATIONS WHERE THERE IS A SUBSTANTIAL DIFFERENCE IN
ELEVATION BETWEEN ADJACENT LANES THAT ARE OPEN TO TRAVEL.
7.
8
9
10
11
12
13
8 9
10 11
1213
ADDITIONAL SIGNS MAY BE REQUIRED FOR LONG CONSTRUCTION ZONES OR WHERE RAMPS OR INTERSECTING
STREETS JUNCTION WITHIN THE PROJECT LIMITS.
DIRECTOR, DIVISION OF TRAFFIC OPERATIONS
"WET PAVEMENT" SIGNS SHOULD BE INSTALLED IN ADVANCE OF LOCATIONS WHERE WATER IS APPLIED TO THE
PAVEMENT TO CONTROL DUST IN A WORK ZONE.
"FRESH OIL" SIGNS SHOULD BE INSTALLED WHERE PAVING OPERATIONS RESULT IN A SLIPPERY PAVEMENT
SURFACE AND/OR WHERE SPLASHING MAY OCCUR.
"ROUGH ROAD" SIGNS SHOULD BE INSTALLED IN ADVANCE OF ANY TEMPORARILY TEXTURED/MILLED PAVEMENT SURFACES.
"LOOSE GRAVEL" SIGNS SHOULD BE INSTALLED WHERE WORK ZONE OPERATIONS FREQUENTLY RESULT IN ROCK DEBRIS IN THE ROADWAY.
PAVEMENT CONDITION SIGNS GIVE MOTORISTS ADVANCE WARNING OF TEMPORARY IMPACTS TO PAVEMENT
CONDITIONS WITHIN WORK ZONES. SUCH ADVANCE WARNING IS PARTICULARLY CRITICAL FOR MOTORCYCLISTS.
IF USED, THESE SIGNS SHALL BE USED IN COMBINATION WITH OTHER REQUIRED WORK ZONE SIGNING.
SIGNS SHALL BE DUAL-MOUNTED ON MULTI-LANE HIGHWAYS WHERE MEDIAN IS WIDE ENOUGH TO MAINTAIN
LATERAL CLEARANCES AS PRESCRIBED IN THE MUTCD.
11-21-07
11-21-07