KENTUCKY STANDARD DRAWINGS · 2017-06-13 · bbp-series precast prestressed bdp-series...

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

./ROADWAY-SERIES.PDF#rfc001-07

./ROADWAY-SERIES.PDF#rgs001-06

./ROADWAY-SERIES.PDF#rpm001-03

./ROADWAY-SERIES.PDF#rre002-04

./ROADWAY-SERIES.PDF#rfg001-06

./ROADWAY-SERIES.PDF#rfw001-04

./ROADWAY-SERIES.PDF#rgx001-04

./ROADWAY-SERIES.PDF#rrp001-04

./ROADWAY-SERIES.PDF#rpn001-05

./ROADWAY-SERIES.PDF#rps010-10

./ROADWAY-SERIES.PDF#rpx001-03

./ROADWAY-SERIES.PDF#rbb001-07

./ROADWAY-SERIES.PDF#rbc001-08

./ROADWAY-SERIES.PDF#rbe040-08

./ROADWAY-SERIES.PDF#rbi001-09

./ROADWAY-SERIES.PDF#rbm001-09

./ROADWAY-SERIES.PDF#rbr001-11

./ROADWAY-SERIES.PDF#rdb001-11

./ROADWAY-SERIES.PDF#rdd001-05

./ROADWAY-SERIES.PDF#rdi001-07

./ROADWAY-SERIES.PDF#rdm001-06

./ROADWAY-SERIES.PDF#rdp001-05

./ROADWAY-SERIES.PDF#rdx001-05


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

./STRUCTURES-SERIES.PDF#bbp001-11

./STRUCTURES-SERIES.PDF#bdp001-03

./STRUCTURES-SERIES.PDF#bgx004-09

./STRUCTURES-SERIES.PDF#bhs007-05

./STRUCTURES-SERIES.PDF#BJE001-11

./STRUCTURES-SERIES.PDF#bpc002-08

./STRUCTURES-SERIES.PDF#bps003-08


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



DATE

SUBMITTED

APPROVED

END

END

APPLICATION

2 3 4

4 3 2

WORK AREA

SIGN

LEGEND

FLAGGER


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


A B C

EXPRESSWAY/

FREEWAY

SP. LT. 40 MPH*

SP. LT. 45 MPH*

ROAD TYPE

1.

2.

3

4

5

6

3

3

500’


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"



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


TTD-110

USE WITH CURRENT STD. DWG.

11-21-07

11-21-07



DATE

SUBMITTED

APPROVED

APPLICATION

1

2 3

6

6

3 2

1

SIGN

LEGEND

DRUMS


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


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


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


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.


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.


ONE LUMINAIRE SHALL BE INSTALLED AT EACH END OF THE WORK AREA.

TTD-110


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED

ROAD

SIGN

CONES

LEGEND

DRUMS

5

1 2 3 4

TYPE II BARRICADES

TUBULAR MARKERS


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’


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


ARROW PANEL

TEMPORARY EDGE LINE


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.


TTD-110 TTC-160

USE WITH CURRENT STD. DWGS.

AND

11-21-07

11-21-07



DATE

SUBMITTED

APPROVED

ROADRIGHT LANE

CLOSED

XXXX

END

SIGN

LEGEND

DRUMS

5

1 2 3 4

TYPE II BARRICADES


LANE CLOSURE

B A L

APPLICATION

WORK AREA

36" X 18"

WORK

ROAD WORK

XXXX

D C

RIGHT LANE

CLOSED

XXXX FT

8

5


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


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.


FLARE

RATE

DESIGN

SPEED

70

MPH

60

MPH

50

MPH

15:1 11:1

MAXIMUM FLARE RATES FOR


7

11



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


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


AND

11-21-07

11-21-07



DATE

SUBMITTED

APPROVED


XXM.P.H.

WORK AREA

2 3

ROAD

1

NO. 2

SIGN

CONES

LEGEND

DRUMS

TYPE II BARRICADES

APPLICATION

END

5


36" X 18"WORK

ROAD WORK

D C B A L 2L L 9

NO. 1

A

8

4

XXXX


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


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.


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.


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


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


AND

11-21-07

11-21-07



DATE

SUBMITTED

APPROVED

END

APPLICATION

SIGN

CONES

LEGEND

DRUMS

TYPE II BARRICADES

TUBULAR MARKERS


SHOULDER CLOSURE

RIGHT

SHOULDER

CLOSED

RIGHT

SHOULDER

CLOSED

ROAD

WORK AREA

36" X 18"

WORK ROAD WORK

B A

AHEAD XXXX FT

21 3


A B L

EXPRESSWAY/

FREEWAY

SP. LT. 40 MPH*

SP. LT. 45 MPH*

ROAD TYPE

2.

3.

4

5

6

500’ 500’


1000’

500’

500’ 500’

1600’

500’

7

NEXT

X MILES

CRASH CUSHION



24" X 18"

FLARE

RATE

DESIGN

SPEED

70

MPH

60

MPH

50

MPH

15:1 11:1

8

5

MAXIMUM FLARE RATES FOR


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


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,


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’


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


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED

END

APPLICATION

CASE I

MEDIAN CROSSOVER

LEGEND

DRUMS

TUBULAR MARKERS

SIGN

SIGNS BACK TO BACK

1

2


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


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.


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


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.



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


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


, , AND

TTC-141(CONTINUED ON CURRENT STD. DWG. )11-21-07

11-21-07

END

XXM.P.H.



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


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


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



ARROW PANEL


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


TTC-141-01


TTC-140 TTD-110 TTC-160


, , AND

TTC-140(CONTINUED FROM CURRENT STD. DWG. )

11-21-07

11-21-07



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


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


A B C D

EXPRESSWAY/

FREEWAY

SP. LT. 40 MPH*

SP. LT. 45 MPH*

ROAD TYPE L

1.

2.

3.

4.

5.

14

14


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




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


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,


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


TTC-146 TTD-110 TTC-160


, , AND

TTC-146(CONTINUED ON CURRENT STD. DWG. )

11-21-07

11-21-07

END

XXM.P.H.

ROAD

1



DATE

SUBMITTED

APPROVED

PASS

NOT

DO

L

MEDIAN CROSSOVER

CASE II

11

CLOSED

LEFT LANE

CLOSED

XXXX FT

LEFT LANE



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


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


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


ARROW PANEL



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


TTC-146-01


TTC-145 TTD-110 TTC-160


, , AND

TTC-145(CONTINUED FROM CURRENT STD. DWG. )

11-21-07

11-21-07



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


648" X 30"

48" X 24"321

TYPE III BARRICADE


A B C

EXPRESSWAY/

FREEWAY

SP. LT. 40 MPH*

SP. LT. 45 MPH*

ROAD TYPE

1.

2.

3.

4.

5.

6

7

500’

500’


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


TEMPORARY PAVEMENT

TEMPORARY PAVEMENT

PAVEMENT MARKINGS WHICH ARE NO LONGER APPLICABLE SHALL BE OBLITERATED BY AN APPROVED METHOD.


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


TTD-110


11-21-07

11-21-07

TEMPORARY PAVEMENT

MARKER ARRANGEMENTS

FOR CONSTRUCTION ZONES



DATE

SUBMITTED

APPROVED


GENERAL NOTES


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


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



DATE

SUBMITTED

APPROVED


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


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED



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


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND

STRIPER LEAD VEHICLETRAIL VEHICLE


SWEEPER/BLOWER


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



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.


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.


IF AN ARROW PANEL IS USED, IT SHALL BE USED IN THE CAUTION MODE.

8.

TTS-105-01



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



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND


FLASHING ARROW PANELS


SWEEPER/BLOWER

1

2.

3.

4.

5.

6.

7.

1.


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


8.


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.


ON THE CAB.




TTS-110-01



11-21-07

11-21-07



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND


FLASHING ARROW PANELS


SWEEPER/BLOWER

2.

3.

4.

5.

6.

7.

1.


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.


MOBILE OPERATION

FOR PAINT STRIPING

CASE IV


8.




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.


ON THE CAB.




TTS-115-01



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



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND


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.



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.


ON THE CAB.




TTS-120-01



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



DATE

SUBMITTED

APPROVED


STANDARD DRAWING NO.APPLICATION

SIGN

LEGEND


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.)


STRIPER

WET PAIN

T

PASS WITH

CARE

3 4

54"X

18"

54"X

30"

MOBILE OPERATION


CASE II

THIS DRAWING APPLIES TO DURABLE STRIPING OPERATIONS INVOLVING MULTIPLE LANE CLOSURES ON MULTI-LANE ROADWAYS.



48"X48" 48"X48" 48"X48"


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.



ON THE CAB.




6.

7.

TTS-125-01



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



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND

STRIPER LEAD VEHICLE


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


750 FT (APPROX.) 750 FT (APPROX.)

MOBILE OPERATION


CASE III



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.




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.



TTS-130-01


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



DATE

SUBMITTED

APPROVED



APPLICATION

SIGN

LEGEND



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"


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


MOBILE OPERATION


CASE IV



548"X48"



OPERATE FLASHING ARROW PANEL IN CAUTION MODE. THE ARROW PANEL SHALL BE TYPE B (60"X30") OR LARGER.


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.


4.

5.

6.

7.

8.

TTS-135-01


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.



DATE

SUBMITTED

APPROVED


GENERAL NOTES


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


11-21-07

11-21-07

APPROVED

1.KENTUCKY

DEPARTMENT OF HIGHWAYS


DATE

SUBMITTED

APPROVED


GENERAL NOTESDRAWING NOT TO SCALE

40’

80’

2

LEGEND

MARKINGS (YELLOW)

MARKINGS (WHITE)

FLUSH MEDIAN


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 (WHITE-RED)

4. MARKERS SHOULD NOT BE INSTALLED ON TOP OF THE PAVEMENT JOINT. OFFSET




TPM-105-01


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.



DATE

SUBMITTED

APPROVED


GENERAL NOTES




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






TPM-110-01


11-21-07

11-21-07

APPROVED

LEGEND




DATE

SUBMITTED

APPROVED


GENERAL NOTES


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





TPM-115-01


11-21-07

11-21-07

MEDIAN

MEDIAN

TWO LANE TO FOUR LANE PAVEMENT TRANSITIONS

PAVEMENT MARKER

TRANSITIONS



DATE

SUBMITTED

APPROVED


1.


80’

20’

80’

80’

MEDIAN EDGE LINE

LANE LINE

EDGE LINE

40’

2

2

LEGEND


MARKINGS (YELLOW)

MARKINGS (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


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.


, ,TPM-100 TPM-105 TPM-110

11-21-07

11-21-07

PAVEMENT MARKER

ARRANGEMENT



DATE

SUBMITTED

APPROVED


EXIT GORE AND OFF-RAMP

40’


80’

80’

80’

40’

40’

40’

80’

EDGE OF ROADWAY

EDGE OF ROADWAY

EDGE OF ROADWAY

1.

GENERAL NOTES

LEGEND


MARKINGS (YELLOW)

MARKINGS (WHITE)


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 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).




TPM-125-01


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED



CASE "B"

LANE WIDTH

80’

40’

40’

EDGE OF ROADWAY

1.

GENERAL NOTES

LEGEND


MARKINGS (YELLOW)

MARKINGS (WHITE)


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


THE ARRANGEMENT SHOWN IN CASE "A" IS PREFERRED. IF ON-RAMP IS STRIPED

AS SHOWN IN CASE "B", CASE "B" ARRANGEMENT SHALL BE USED.




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


TPM-130-01


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED


DRAWING NOT TO SCALE1.

GENERAL NOTES

2

LEGEND


MARKINGS (YELLOW)

MARKINGS (WHITE)


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


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




AT THE DISCRETION OF THE ENGINEER.TPM-135-01


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED


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.


LEGEND


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



TPM-140-01


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED


20’

40’

40’

END OF TRANSITION

END OF TRANSITION

CHANNELIZED INTERSECTION ON A TWO DIRECTIONAL TWO LANE FACILITY

PAVEMENT MARKER

ARRANGEMENT

CHANNELIZED

INTERSECTION

40’


40’

6 M

LEGEND


MARKINGS (YELLOW)

MARKINGS (WHITE)

RAISED OR FLUSH MEDIAN

GENERAL NOTES

1.


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.




TPM-145-01


11-21-07

11-21-07



DATE

SUBMITTED

APPROVED



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


11-21-07

11-21-07



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.


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



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


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.


"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

KENTUCKY STANDARD DRAWINGS · 2017-06-13 · bbp-series precast prestressed bdp-series...

Documents

Transcript of KENTUCKY STANDARD DRAWINGS · 2017-06-13 · bbp-series precast prestressed bdp-series...