Black Yellow Bidirectional Yellow

40’
20’
10’
10’
Yellow
Black
40’
Black
Yellow
Monodirectional Yellow
Black
Solid Yellow
15’
Bidirectional Yellow
Bidirectional Yellow
15’
40’
Bidirectional Yellow
ALTERNATING SKIP LINE
SOLID LINE WITH SKIP
40’
Yellow
Yellow
Yellow
Bidirectional White/Red
White
15’
15’
Bidirectional Yellow
Bidirectional Yellow
Yellow
Yellow
SKIP LINE
40’
40’
SKIP LINE WITH TWO-WAY LEFT TURN LANE
40’
15’
10’
10’
Monodirectional Yellow
Solid Yellow
20’
Bidirectional Yellow
Yellow
Black
40’
White
10’
10’
C:
\d\projects\standards\roadway\17300-s\17352-01.
dgn
SOLID LINE WITH ALTERNATING SKIP
Bidirectional White/Red
Bidirectional Yellow
’
5
1
Black
Double Yellow
Black
Yellow
Black
Yellow
40’
10’
20’
10’
ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE
Bidirectional Yellow
DOUBLE SOLID LINE
1.
Reflective Pavement Markers shall be spaced at 40’ on all skip lane
lines and skip center lines. This spacing may be reduced to 20’
sm 970re
if specifically called for in the plans.
40’
White
7:
17:
39 PM
15’
2.
The spacing on solid lines and solid/skip combination lines shall be 40’.
3.
All RPM’s shall be offset 1" from solid longitudinal lines.
4.
These spacings may be reduced for sharp curves if required.
5.
All RPM’s shall be class "B".
Bidirectional White/Red
LAST
REVISION
01/01/10
REVISIO N
6/24/2013
MULTILANE
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL PLACEMENT OF
DESIGN STANDARDS
REFLECTIVE PAVEMENT MARKERS
NO.
17352
SHEET
NO.
1of 2
NOTES
1. Raised pavement markers shall be set 1" from line.
2. Raised Pavement Markers shall be centered between
chevrons or gore lines.
Di
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6" White Edge Line
f
no
o
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Di
Bidirectional Yellow
l
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Tr
6" Yellow Edge Line
20’
6" Double Yellow
Median Or Island
45
Gore Area
12" Solid White
Di
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no
fT
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av
e
l
18" Yellow
6" Double Yellow
Di
r
e
c
t
i
o
no
f Tr
a
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l
6" Yellow Edge Line
RPM PLACEMENT FOR TRAFFIC CHANNELIZATION AT GORE
(TRAFFIC FLOWS IN SAME DIRECTION)
6" Yellow Edge Line
RPM PLACEMENT FOR TRAFFIC SEPARATION
(TRAFFIC FLOWS IN OPPOSITE DIRECTION)
NOTE
Raised pavement markers (Bidirectional White/Red) should be used in all gores of this type
8" White
Direction of Travel
Bidirectional Yellow
Raised Reflective
Marker
18"
White
1"
45
Edge Of Pavt.
C:
\d\projects\standards\roadway\17300-s\17352-02.
dgn
Lane Lines
4"
PLACEMENT OF RPM’S ON SHOULDER MARKINGS
For Left Side Of Roadway The Plan Is Opposite Hand And Markings Shall Be Yellow.
1"
For Placement Of Rpm’s On Ramps See Index 17345.
Bidirectional Yellow
Bi-Directional White/Red RPM’s
Install Markers At 20’ Center To Center
sm 970re
Install Markers At 20’ Center To Center
1"
7:
17:
41 PM
Bidirectional White/Red
PLACEMENT OF RPM’S AT INTERSECTIONS
Reflective Pavt. Markers To
LAST
REVISION
01/01/10
REVISIO N
6/24/2013
Be Bidirectional Yellow
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL PLACEMENT OF
DESIGN STANDARDS
REFLECTIVE PAVEMENT MARKERS
NO.
17352
SHEET
NO.
2 of 2