4" 8’ 3’-4"

4"
4"
4"
20 s.f.
R1
4"
5’
R2
4"
6"
13’
R1
6.
5’
9’
-6"
5’
3’
5’
R1
4’
-6"
7’
-9"
4"
12’
-9"
7’
-6"
3’
4’
5’
-3"
23.
5’
8"
20 s.f. 4"
3’-4"
5’
7’
32"
8"
22 s.f.
4"
4"
3’-4"
10’
23 s.f.
20 s.f.
8’
4"
13 s.f.
26 s.f.
20 s.f.
24 s.f.
8’
8’
5’
23 s.f.
22 s.f.
8’
3’
34 s.f.
4"
4"
8’
8’
8’
4"
4"
4’
4"
R2
1’
3’-4"
2
R
1’
1’
3’-8"
R1=3’3.375"
16.
5’
R1=2’ 11"
1’
3’
R2=2’3.563"
R2=1’ 11"
6’-4"
Through
R1=3’3.375"
U Turn
R2=2’3.563"
Lane-Use
Lane-Use
Preferential Lane
Turn
Symbol
Lane-Use
Arrow
Arrow
12 s.f.
17 s.f.
11 s.f.
Arrow
Turn and Through
27 s.f.
Lane-Use
DIMENSIONS ARE WITHIN 1" –
Arrow
29 s.f.
30"
Wrong-Way
4"
NOTE: When arrow and pavement message are used together, the arrow
PAVEMENT ARROW AND MESSAGE DETAILS
Arrow
C:
\d\projects\standards\roadway\17300-s\17346-01.
dgn
Right Turn Arrow To Be Reversed.
shall be located down stream of the pavement message and shall be
separated from the pavement message by a distance of 25’ (Base of the
24 s.f.
arrow to the base of the message). Stop message shall be placed 25’
TYPES OF PERMANENT LONGITUDINAL LINES
from back of stop line.
BASIC COLOR RULE:
White lines separate traffic in the same direction. Yellow lines separate traffic in opposing directions.
Yellow dotted lines may be used in special cases. Black may be used in combination with white for skip
lines where a light-colored pavement does not provide sufficient contrast with the markings.
CONTRAST MARKINGS
Solid Yellow Edge Line
6"
10’ White Skip With
Solid White Edge Line or Lane line
Black Contrast,
6"
10’ White Skip With 10’ Black Contrast and 20’
With 30’ Gaps
1
2"
1
2’ Skip 4’ Gap Dotted Line
(Turning Guide Line)
30’
Black Contrast
6"
30’
30’
9"
6’ Skip 10’ Gap Extension Of Edge Line
6"
10’
Through Cross-Over Area
10’
10’
10’
10’
Gaps
10’ Black Contrast
20’
20’
20’
20’
10’
10’
10’
10’
10’
10’
10’
10’
10’
10’
6"
10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’
6"
6"
Two-Lane Passing Prohibited (Yellow)
6’
6’
6’
6’
6’
6’
6’
6’ 6’
6’
6’
sm 970re
4"
6"
Solid White Channelizing Line
Double Solid Yellow (Or White)
6" & 8"
7:
13:
03 PM
4"
6"
Yield Lines 5-18" X 27" White triangles facing traffic
3’ Skip 9’ Gap Lane Drop Markings At
equally spaced within travel lane with 1 additional triangle
Interstate Ramps
18"
10’ Skip 30’ Gap White or Yellow Centerline
LAST
REVISION
07/01/13
30’
10’
10’
REVISIO N
6/24/2013
30’
DESCRIPTION:
30’
30’
10’
10’
9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’
10’
using same spacing when a bike lane is present.
6" & 12"
6"
3’ 3’3’ 3’ 3’ 3’ 3’ 3’ 3’ 3’ 3’3’ 3’ 3’ 3’
27"
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
1of 14
Edge of Travel Way
Traffic Flow
30’
10’
6" White Edge Line
Travel Way
6" Yellow (6’-10’ Skip)
6" Yellow Edge Line
Edge Line
Curb
6’-10’
Use Yellow Delineators On
Extension
Sides Facing Cross-Over
»¿ M
6’
Gutter
Centerline
6’
Use Green Delineators On Sides
Past
Facing Away From Cross-over
Radius
Generally Top Of Post Should Be 4’
Point
Above The Edge Of Pavement Grade
Begin Extension At Radius Point
6" Yellow Edge Line
Traffic Flow
6" White Edge Line
6" White Skip
6"
2"
Gutter
(If Applicable)
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER
Edge Line
Edge of Travel Way
PLACEMENT OF EDGE LINES
End At Radius
C:
\d\projects\standards\roadway\17300-s\17346-02.
dgn
Point
NOTE:
Paved
100’
Radius
Point
6" White
Markings applied to median noses shall be yellow in color.
Unpaved Rd.
Road
6" White Edge Line
6" White
6" White
6" Yellow Edge Line
6" White Skip
6’
6" Yellow Edge Line
6" White
6" Yellow Edge Line
6’
6" Yellow Edge Line
Full Lane
6’
Delineator Post
Width
Grassed Median With Or
Full Lane
6’
Without Curb
Delineator Post
Width
Delineator Post
6" White Line
6" Yellow Edge Line
6’ - 10’ Skip
6" White Edge Line
6" Yellow Edge Line
sm 970re
R3-4
7:
13:
05 PM
100’
See Detail
M inor Road
6" White Edge Line
See Detail
Paved
Road
01/01/10
REVISIO N
6/24/2013
LAST
Point
Paved
Road
Radius
PAVEMENT MARKINGS FOR INTERSECTIONS
WITH MAJOR AND MINOR ROADS
REVISION
End At Radius
Point
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
2 of 14
6" Yellow Skip
75’ Min
50’ Min
50’
8’ 12’
6" Yellow Solid
8’
24" White
300’ Max. Intervals Between Double Arrows
For use in congested urban areas where available storage
6" White
length between intersections is limited and a permanent
6" Dbl Yellow
SCHEME ONE
point of transition from the two-way turning lane to the
exclusive turning lane can not be determined.
Use Stop Bar
At Signalized
Intersection
Only
Radius Point
10’
10’
25’
8’
8’
12’
25’
6" Yellow
6" White
24" White
6" Dbl Yellow
18"
Min 75’
45
For use in rural & suburban areas where an adequate
300’ Max. Intervals Between Double Arrows
storage lane length can be specifically determined.
(WITH SINGLE LANE LEFT TURN CHANNELIZATION)
SCHEME TWO
12" White
12" White
For Crosswalk
For Crosswalk
S
i
de
w
al
k
p
am
R
sm 970re
C:
\d\projects\standards\roadway\17300-s\17346-03.
dgn
TWO WAY LEFT TURN LANE
12" White
Pu
b
i
Cu l
c
rb S
i
Ra de
m wa
l
p
k
6
10 ’M
ni
’ i
S
m
t
an um
da
rd
7:
13:
07 PM
For Crosswalk
12" White
6/24/2013
For Crosswalk
12" White
LAST
REVISION
07/01/13
REVISIO N
For Crosswalk
TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
3 of 14
Bike Lane
12" White
Crosswalk
Lines
These markings may be used
for locations with restricted
left turn lengths, only when
called for in plans.
6’-10’ Skip
24" White
6" White
Stop Line
50’
50’
6" White
6" Yellow
2’-4’ Skip
6" Dbl Yellow
6" White
2’-4’ Skip
12" White
Crosswalk
Lines
6" White
12" White
6" White
Crosswalk
8" White
25’
Lines
25’
8" White
Median Edge
EFT
NE WAY L
OO
ES T
I
APPL
TURN LANE ALSO
50’
6" White
100’M ax
100’M ax
ONLY
6" White
6" White Skip
6" White Skip
NG
EFT TURN MARKI
CTED L
RESTRI
ONLY
RIGHT TURN LANE AND
ISLAND DETAILS
12" White
3’-9’ Skip
6" White
RIGHT TURN LANE DROP AND ISLAND DETAILS
LEFT TURN LANE DROP IS MIRROR IMAGE
2’-4’ Skip
6" White
100’ Minimum or as determined
by L=WS
(L =
WS†
60 <
45 mph) where
24" White Stop Line
12" White
W is the lateral offset in feet and
S is the 85th percentile speed in
miles per hour (speed limit)
4’M in.
4’ Min.
For left turn storage lane detail
Varies
see sheet 3 of this index.
24" White
Stop Line
NOTES:
Varies
(Side Street)
M in.
Varies
1.
50’
When public sidewalk curb ramps are present, refer
Index No. 17344 and Index No. 304 for crosswalk
50’ Min.
widths.
2.
Double yellow longitudinal center lines on all
roadway approaches shall be extended back 100’
for projects involving intersection improvements only.
24" White Stop Line
sm 970re
6" Dbl Yellow
Width of crosswalk to equal width of the
4’M in.
C:
\d\projects\standards\roadway\17300-s\17346-04.
dgn
100’(
M in)
6" White
3.
When specified, "stop" message shall be placed 25’
back of stop lines.
Varies
4’ Min.
adjacent sidewalk, but not less than 6’
6" White
7:
13:
09 PM
24" White Stop Line
S
L
NE DETAI
I
E CENTER L
KS AND DOUBL
STOP BARS,CROSSWAL
LAST
REVISION
01/01/13
REVISIO N
6/24/2013
TYPICAL INTERSECTION 2 THRU LANES
PLUS LEFT TURN LANE, WITH CROSSWALK
DESCRIPTION:
R2013-02--Removed Chevrons from Raised Islands.
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
4 of 14
HIGHWAY
HIGHWAY
R6-3
R6-3
DIVIDED
DIVIDED
R1-1
R1-1
R6-1L
200’
R6-1R
R6-1R
R6-1L
R6-1L
R6-1L
24" White
R1-2
24" White
R6
1
R
R6
1
L
6" White
Nose Width
NOSE WIDTHS UNDER 30’
Nose Width
NOSE WIDTHS 30’ AND GREATER
Nose Width
Nose Width
R6-1L
6" White
R6
1
R
24" White
R1-2
24" White
R6-1L
R6-1L
R6-1L
R6-1R
R6-1R
200’
R1-1
R6-1L
R1-1
Divided Highway signs (R6-3) may be on the
same structure with the STOP and ONE WAY
DIVIDED
FIGURE 1
signs or on a separate structure.
FIGURE 2
DIVIDED
R6-3
R6-3
HIGHWAY
HIGHWAY
C:
\d\projects\standards\roadway\17300-s\17346-05.
dgn
ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS
f
no
o
i
t
c
e
r
Di
l
e
v
a
Tr
6" Yellow Edge Line
Standard No-Passing
l
e
v
a
f Tr
no
o
i
t
c
e
r
Di
6" White Edge Line
6" Double Yellow
Y
Median Or Island
20’
45
18" White
45
Gore Area
Beginning of Physical Gore
Va
r
i
e
s
45
18" Yellow
Va
r
i
e
s
To Be
De
t
e
r
mi
n
e
dI
n Fi
e
l
d
6" Double Yellow
POSTED (DAY)
SPEED LIMIT
8" Single White
6" Yellow Edge Line
7:
13:
11 PM
sm 970re
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
6/24/2013
PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE
LAST
07/01/13
REVISIO N
(TRAFFIC FLOWS IN SAME DIRECTION)
REVISION
To Be
De
t
e
r
mi
n
e
dI
n Fi
e
l
d
6" Yellow Edge Line
"Y"
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
ft.
MPH
30 OR LESS
10
35
20
40
20
45
30
50 OR MORE
40
PAVEMENT MARKING FOR TRAFFIC SEPARATION
(TRAFFIC FLOWS IN OPPOSING DIRECTIONS)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
5 of 14
TYPI
CAL TRANSI
TI
ON MARKI
NG
W 4-2L
W 6-2
W 6-3
NE
I
VE EDGE L
L BE THE SAME AS RESPECTI
OR SHAL
COL
DO NOT
R5-1
ENTER
45
8"
Y
18"
Solid
Solid
L1
A
250’
Point Where Pavement
6" White Edge Line
A
/4
Begin Taper
Begins To Narrow
6" Yellow Edge Line
W
250’
6" Yellow Skip
Median
8
0
’
R4-7
W 6-1
6" White Edge Line
White Delineators Shall Be Used Throughout
15:1 Taper (4:1 Min.,
The Transition Where 85th Percentile
Not Less Than 50’)
LEFT ROADWAY CENTERED ON EXISTING ROADWAY
Approach Speeds ΠAre Greater Than 50 mph
TRANSITION DISTANCE L1
**W
(FEET)
120
135
150
165
180
195
210
35
165
40
215
45
360
185
205
240
405
225
270
295
450
495
245
320
540
265
350
585
POSTED (DAY)
SPEED LIMIT
"Y"
(FT.)
MPH
55
950
50
850
45
750
40
650
30
450
285
30 OR LESS
10
35
20
40
20
45
30
50 OR MORE
40
45
30
"A"
(FT.)
W 9-1
14
LANE
13
ENDS
12
RI
GHT
11
W 9-2
10
LEFT
9
MERGE
MPH
8
LANE ENDS
SPEED*
MPH
W 4-2
*S
375
630
50
400
450
500
550
600
650
700
55
440
495
550
605
660
715
770
25’
Direction of Travel
60
480
540
600
660
720
780
840
65
520
585
650
715
780
845
910
W9-1 & W9-2 are supplemental to the W4-2 sign and
may be deleted if space is not available. The W9-1
WS†
(=40 MPH)
60
W 4-2R
W 6-2
*Design Speed
L1=
should be used if only one supplemental sign is installed.
W 6-3
L1=WS (45 MPH or Greater)
**Lateral offset
L1
85th Percentile Approach Speeds*
DO NOT
Throughout The Transition Where
ENTER
White Delineators Shall Be Used
R5-1
250’
W
A
Begin Taper
80’
A
/4
Are Greater Than 50 mph.
6" Yellow Edge Line
sm 970re
C:
\d\projects\standards\roadway\17300-s\17346-06.
dgn
PAVEMENT MARKING DETAIL
NOTE:
6" Yellow Skip
6" White Edge Line
250’
R4-7
15:1 Std. Taper
(4:1 Minimum Not Less Than 50’)
W6 - 1
7:
13:
12 PM
RIGHT ROADWAY CENTERED ON EXISTING ROADWAY
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
SCHEMES FOR TRANSI
TI
ON -2 L
ANE / 4 L
ANE ROADWAY
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
6 of 14
2 LANES
50’
DETAIL A
EXIT RAMP WITHOUT
AUXILIARY LANE
120’
LAYOUT FOR 1, 2 AND 3 DIGIT NUMBERS AND LETTERS
3 LANES
24’
3 LANES
24’
AUXILIARY LANE
50’
DETAIL B
EXIT RAMP WITH
AUXILIARY LANE
290’
NOTES:
1.
Messages shall meet requirements of Specification Section
971-6 and Section 711.
2.
The thickness of the preformed message shall be 125 mils.
3.
The message shall consist of white letters and numbers with
black contrasting material. The black material shall meet
the mat dimensions shown and have a minimum skid resistance
C:
\d\projects\standards\roadway\17300-s\17346-07.
dgn
value of 55 BPN.
4.
The "EXIT NUMBER" position remains the same distance from the
beginning of taper regardless of the number of lines of information.
MESSAGE SIZE AND SPACING
4" X 4" squares
3"
3"
10"
22"
44"
20"
32"
54"
sm 970re
5"
106"
106"
106"
106"
106"
106"
7:
13:
14 PM
106"
6/24/2013
66"
LAST
REVISION
07/01/10
REVISIO N
MAT DIMENSIONS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
7 of 14
Stop Bar Perpendicular To
Edge Of Travelway Or 8’
From & Parallel To Gate
Stop Bar Perpendicular To Edge
12
’
in
.
When Present.
Of Travelway Or 8’ From &
10’
Parallel To Gate When Present
Min
8’
12
’
in
.
M
6" Yellow
M
24" White
24"
8’
6" Dbl. Yellow
24"
10’
Min
DO NOT
DO NOT
30"
STOP
T
h
e Ra
i
l
r
o
a
dT
r
a
f
f
i
c Co
n
t
r
o
lDe
v
i
c
e
I
sT
o Be L
o
c
a
t
e
d A Mi
n
i
mu
m O
f1
2
’
Fr
o
m T
h
e Ra
i
l
r
o
a
d Ce
n
t
e
r
l
i
n
e
. Se
e
I
n
d
e
x No
.1
7
8
8
2 Fo
r Pr
o
t
e
c
t
i
o
n De
v
i
c
e
s
.
STOP
ON
TRACKS
30"
ON
TRACKS
R8-8
R8-8
For Use Near
For Use Near
10’
Min
Signalized Intersections
12’ Min.
8’
8’
Signalized Intersections
10’
.
n
Mi
T
h
e Ra
i
l
r
o
a
dT
r
a
f
f
i
c Co
n
t
r
o
lDe
v
i
c
e
I
sT
ob
eL
o
c
a
t
e
d A Mi
n
i
mu
m O
f1
2
’
Fr
o
m T
h
e Ra
i
l
r
o
a
d Ce
n
t
e
r
l
i
n
e
. Se
e
I
n
d
e
x No
.1
7
8
8
2 Fo
r Pr
o
t
e
c
t
i
o
n De
v
i
c
e
s
.
12’ Min.
24"
White
6" Yellow
24" White
A
A
6" Double Yellow
24" White
R
R
R
See notes 3, 4 & 5
See note 3, 4 & 5
for sign placement
R
24" White
for sign placement.
24" White
50’
White
50’
24"
W10-1
W10-1
RAI
L
ROAD CROSSI
NG AT 4
L
ANE ROADWAY
24"
NOTES:
1. Wh
e
nc
o
mp
u
t
i
n
gp
a
v
e
me
n
tme
s
s
a
g
e
s
,q
u
a
n
t
i
t
i
e
sd
on
o
ti
n
c
l
u
d
e
transverse lines.
Width May Vary
According To
12"
Lane Width
See Detail This Sheet For Placement Of
2. Wh
e
nd
y
n
a
mi
cd
e
v
i
c
e
sa
r
en
o
tp
r
e
s
e
n
to
ra
r
et
ob
ei
n
s
t
a
l
l
e
d
,t
h
e
c
r
o
s
s
b
u
c
ks
h
a
l
lb
el
o
c
a
t
e
da
tt
h
ef
u
t
u
r
el
o
c
a
t
i
o
no
ft
h
e RR g
a
t
e
o
rs
i
g
n
a
la
n
dg
a
t
ei
na
c
c
o
r
d
a
n
c
e wi
t
hI
n
d
e
x No
.1
7
8
8
2
.
15’
Railroad Pavement Markings.
8’
3. Pl
a
c
e
me
n
to
fs
i
g
n W1
0
1i
na r
e
s
i
d
e
n
t
i
a
lo
rb
u
s
i
n
e
s
sd
i
s
t
r
i
c
t
,wh
e
r
e
l
o
ws
p
e
e
d
sa
r
ep
r
e
v
a
l
e
n
t
.T
h
e W1
0
1s
i
g
n ma
yb
ep
l
a
c
e
d a mi
n
i
mu
m
d
i
s
t
a
n
c
eo
f1
0
0
’f
r
o
m t
h
ec
r
o
s
s
i
n
g
.Wh
e
r
es
t
r
e
e
ti
n
t
e
r
s
e
c
t
i
o
n
so
c
c
u
r
b
e
t
we
e
nt
h
e RR p
a
v
e
me
n
tme
s
s
a
g
ea
n
dt
h
et
r
a
c
k
sa
na
d
d
i
t
i
o
n
a
l
W1
0
1s
i
g
n& a
d
d
i
t
i
o
n
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Pavement
Message
White
6’
20’
10’
6’
C:
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RAI
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ROAD CROSSI
NG AT 2L
ANE ROADWAY
4. Re
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16
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18" YELLOW
the W10-1 sign.
6" Yellow
sm 970re
15’
50’ Min.
NOTE:
SPEED
Pavement Markings symmetrical about centerline
24"
7:
13:
16 PM
4"
6/24/2013
89 s.f.
*Does not include 24" bars.
LAST
REVISION
01/01/12
REVISIO N
TYPICAL PAVEMENT MARKINGS FOR R/R CROSSING
PAVEMENT MARKINGS FOR TERMINATION
OF TWO WAY LEFT TURN AT R/R CROSSINGS
DESCRIPTION:
" A "
IN FT.
60
400
55
325
50
250
45
175
40
125
35
100
URBAN
85 MIN.
INDEX
FDOT 2014
DESIGN STANDARDS
MPH
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
8 of 14
GENERAL NOTES
1.
For traffic and pedestrian signal installation, refer to Index
No. 17721 through 17890.
2.
For public sidewalk curb ramps, refer to Index No. 304.
3.
For pavement marking and sign installation, refer to Indexes
11200 through 17356.
4.
Crosswalk minimum widths: Intersection Crosswalk 6’.
Midblock Crosswalk 10’.
4’ Min.
5.
All crosswalk marking shall be white.
6.
Longitudinal lines in Special Emphasis Crosswalk shall be 24" wide and
spaced to avoid the wheel path of vehicles as shown in detail.
24" White
The maximum space between markings shall not exceed 60". A
longitudinal marking shall be centered at each lane line. Additional
longitudinal markings shall be placed at the center of each lane (1/2W).
Where the Crosswalk is skewed to the lane lane lines, the Special
Emphasis longitudal lines should be parallel to the lane line.
4’ Min.
12" White
24" White
SPECIAL EMPHASIS
MARKINGS
24" White
12" White
12" White
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4’M in.
STANDARD
MARKINGS
24" White
24" White
W
60" Max.
Lane line
Lane line
24"
W
1
2W
.
n
i
4’M
Lane line
12"
W
12" White
Lane line
24" White
4’ Min.
sm 970re
W
1
2W
Lane line
7:
13:
17 PM
SPECIAL EMPHASIS
CROSSWALK MARKING
DETAIL
6/24/2013
SPECIAL EMPHASIS AND STANDARD CROSSWALKS
LAST
REVISION
07/01/09
REVISIO N
ON
NTERSECTI
ED I
L
GN CONTROL
ZED OR STOP SI
I
GNAL
SI
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
9 of 14
100’ of 6"
W 11-2
Solid White
W 11-2
SCHEME 1
Crosswalk
with Warning Signing
AHEAD
W 16-7pL
A
A
W 11-2
W 16-7pL
W 11-2
W 16-9p
40’
100’ of 6"
Solid White
100’ of 6"
Solid White
40’
Solid White
40’
W 11-2
W 16-7pL
W 11-2
SCHEME 3
Signalized
Crosswalk
A
7:
13:
19 PM
SCHEME 2
Crosswalk
with Stop Signing
W 11-2
R1-5bL
W 16-7pL
STOP
FOR
HERE
W 11-2
W 16-9p
sm 970re
100’ of 6"
AHEAD
C:
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A
APPROACH
SPEED MPH
A-SUGGESTED
DISTANCE (Ft.)
25 Or Less
200
26 To 35
250
36 To 45
300
1.
Plans shall indicate which crosswalk scheme is to be used.
2.
The details shown do not depict the signing and markings for
multi-lane roadways with divided medians. For these applications,
additional signs shall be installed on the median side. Minimum
width of Mid-Block Crosswalks is 10’.
3.
All mid-block crosswalks shall use special emphasis crosswalk
markings.
Crosswalk marking should utilize preformed marking materials.
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
4.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
10 of 14
15’
TURN LANES CURBED AND UNCURBED MEDIANS
25’
URBAN CONDITIONS
Taper 50’
Design
Begin Lane Line
L1
L2
Stop Bar (If Required)
Speed
Queue Length **
(mph)
L
SINGLE LEFT TURNS
** Queue Length Is Measured From
The Median Nose Radial Point Or,
When A Stop Bar Is Required, From
Clearance
Distance
Brake To
Total
Stop
Decel.
Distance
Distance
RURAL CONDITIONS
Clearance
Distance
L1
L2
L
L3
35
70’
75’
145’
110’
40
80’
75’
155’
120’
45
85’
100’
185’
135’
50
105’
135’
240’
160’
55
60
65
Brake To
Total
Stop
Decel.
Distance
Distance
Clearance
Distance
L2
L
L3
185’
290’
160’
125’
225’
350’
195’
145’
260’
405’
230’
170’
290’
460’
270’
The Stop Bar.
15’
Taper 100’
25’
Begin Lane Line
Begin Lane Line
L2
L1
Queue Length
Less Than 100’
1 Arrow
L3
(Measured From Stop Bar Location)
L
25’
6" White
Varies 100’ To 150’
DOUBLE LEFT TURNS
2 Arrows
15’
Stop Bar
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6" White
24" White
25’
(Typ)
Varies 150’ To 200’
3 Arrows
15’
6" White
25’
Arrow should be evenly spaced between first and last arrow. Turn
lanes longer than 200’ add one arrow for each 100’ additional length.
25’
15’
The ONLY pavement message is required
25’
ARROW SPACING
Through Lane Becomes Exclusive Left Turn
for turn lanes, where the thru lane becomes
turn lane.
NOTES:
1.
The "Begin Lane Line" locations are based on the standard lengths
shown in Design Standard 301. These locations must be adjusted
on a case by case basis for turn lanes not meeting the standard
lengths.
sm 970re
2.
Yellow left turn edge marking may be used adjacent to raised curb or
grass medians if lane use is not readily apparent to drivers approaching
25’
15’
a left turn storage lane.
3.
Refer to Design Standard Index 301 for Roadway Details.
4.
This Index also applies to right turn lanes.
7:
13:
21 PM
Through Lane Becomes Optional Left Turn
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
DOUBLE LEFT TURN MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
11of 14
Public Sidewalk Curb Ramp
Sign No FTP-21-06
1.
8’
22’
22’
22’
A
UpStream
B
2.
Parking shall not be allowed within 20’ of a crosswalk.
3.
All parking lane markings shall be 6" white.
4.
Parking lane lines shall be broken at driveways.
5.
Refer to Chapter 316,
DownStream
6" White
Drivers Eye Location
6"
2"
6"
WHITE
Fla.
Statutes,
for laws
governing parking spaces.
W H ITE
BLUE
BLUE
BLUE
W H ITE
For entrances to a one-way street, the
downstream restriction may be reduced to 20’.
Sidewalk
22’
(Signalized & Nonsignalized)
GENERAL NOTES
and FTP-22-06
6.
Where curb and gutter is used, the gutter pan width
may be included as part of the minimum width of
parking lane, but desirably the lane width should be in
6"
2"
6"
6"
2"
6"
addition to that of the gutter pan.
Sign No FTP-21-06
Public Sidewalk
and FTP-22-06
Sign No FTP-21-06
Curb Ramp
SPEED
and FTP-22-06
Sidewalk
MPH
Sidewalk
UP STREAM (A)
0-30
85’
35
100’
DOWN STREAM (B)
4 LANE
2 LANE
TYPE I
45’
60’
70’
50’
No Parking Zone -
18’
9
0
Yellow Curb (Optional)
6" White(Typ)
NOTES
8’
Y
Y
8’
12’
12’
5’
12’
12’
5’
9’
W H ITE
2"
Sign No FTP-21-06
Distances applicable to intersecting street, major driveways and other
TYPE II
No Parking Zone -
driveways to the extent practical.
BLUE
Yellow Curb (Optional)
6"
2"
6"
2"
6"
6"
6"
6"
6"
2"
6"
WHITE
20’
Min.
2.
BLUE
BLUE
BLUE
BLUE
W H ITE
6
0
6"
2"
6"
9’
of entering vehicle to end of parking restriction.
Equally Spaced Per Aisle.
C:
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9’
W H ITE
9’
3.
For nonsignalized intersections, the values above shall be compared
with the values for signalized intersections and the maximum restrictions
8’
Y
implemented. These restrictions apply to both accessible and
20’ 22’
nonaccessible parking.
Y
20’
TO
26’
6"
9’
Distances measured longitudinally along the street from driver location
2"
9’
BLUE
9’
3-6" White Chevrons
6"
9’
1.
All Spaces
22’ Min. & 26’ Max.
MINIMUM PARKING RESTRICTION FOR
NONSIGNALIZED INTERSECTIONS
TYPICAL
and FTP-22-06
TYPE III
Public Sidewalk Curb Ramp
No Parking Zone Yellow Curb (Optional)
"C"
9
’
9
’
9
’
Y
"B"
5’
"E"
9
’
5
’
*
1
2
’
"
6" White
(Typ)
8’ Min.
Y
"D
"
A"
Sidewalk
*
FOR ACCESSIBLE MARKINGS - SEE ABOVE
SPEED LIMIT
SIGNALIZED
MPH
INTERSECTIONS
DISTANCE FROM
0-30
sm 970re
NOTES:
1.
2.
3’
"DIMENSIONS"
»¿
"A"
"B"
"C"
"D"
"E"
45
19’-1"
12’-9"
7’-0"
27’-0"
17’-0"
60
20’-1"
10’-5"
5’-9"
23’-2"
13’-10"
35
30’
CURB RADIUS (Y)
50’
PARKING RESTRICTION (FT.) FOR
SIGNALIZED INTERSECTION
Dimensions are to the centerline of markings.
4"
4"
4.53 s.f.
An Access Aisle is required for each accessible space when angle
2.7 s.f.
NOTES:
parking is used.
7:
13:
23 PM
3.
Criteria for pavement markings only, not public sidewalk curb ramp locations.
Use of pavement symbol in accessible
For ramp locations refer to plans.
parking spaces is optional, when used the
symbol shall be 3’ or 5’ high and white in color.
4.
1.
Parking restrictions measured from curb radius point.
2.
Restrictions for accessible parking are the same as
those applied to nonsignalized intersections.
Blue pavement markings shall be tinted to match shade 15180 of Federal
Standards 595a.
5.
The FTP-22-06 panal shall be mounted below the FTP-21-06 sign.
UNIVERSAL SYMBOL
OF ACCESSIBILITY
MINIMUM PARKING RESTRICTION FOR
SIGNALIZED INTERSECTION
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
PAVEMENT MARKING FOR PUBLIC
SIDEWALK CURB RAMPS IN REST AREAS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
12 of 14
Audible and Vibratory
Audible and Vibratory
Edge Line Markings
Edge Line Markings
No Audible and Vibratory Markings
Markings
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
TYPICAL CITY CONNECTING LINK OR URBANIZED AREA
Urban Boundary
City Lim it or
Vibratory Edge Line
Std. Thermo Markings
City Lim it or
6" White Audible and
Urban Boundary
City connection Link or Urbanized (Unincorporated City)
6" White Audible and
Vibratory Edge Line
Markings
6" White Audible and
6" White Audible and
Vibratory Edge Line
C:
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Markings
Vibratory Edge Line
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
Markings
6" White Audible and
6" White Audible and
Vibratory Edge Line
Vibratory Edge Line
Markings
Markings
TYPICAL RURAL INTERSECTION WITH TURN LANES
Markings
6" White Audible and
Vibratory Edge Line
2’-6"
2’-6"
»¿
sm 970re
Markings
Side Ro
Std. Thermo
Markings
Paved Entrance
Std. Thermo
6" White Audible and
Vibratory Edge Line
Markings
7:
13:
25 PM
Audible and Vibratory 6" Line
6/24/2013
TYPICAL RURAL INTERSECTION WITHOUT TURN LANES
LAST
REVISION
07/01/09
REVISIO N
AUDIBLE AND VIBRATORY MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
2 LANE ROADWAYS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
13 of 14
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
1.
The Contractor Shall Adjust The Maintenance Of Traffic During Installation To Provide
Sufficient Time For The Markings To Bear Traffic.
2.
6" White Skip
The Height Of The Transverse Bar For Markings Shall Be A Minimum Of 0.45 Inches Above
The Pavement Surface At The Edge Of The Marking.
Std. Thermo.
Traffic Flow
3.
Transverse Bars Shall Be Evenly Space In The Marking At Intervals Of 30 Inches Center
To Center.
6" Yellow Edge Line
4.
Std. Thermo.
The Transverse Bar May Have A Drainage Channel On Each Bar. The Width Of The
Drainage Channel May Not Exceed 0.25 Inches At The Bottom Of The Channel.
6" Yellow Audible and
5.
Vibratory Edge Line Markings
Audible And Vibratory Markings Shall Only Be Installed On Centerline Markings Of Two
Lane Roads When Shown In The Plans.
6" Yellow Audible and
Vibratory Edge Line Markings
6.
When Raised Pavement Markers Conflict With The Installation Of The Centerline Markings,
The Contractor Shall Be Responsible For Removing And Replaceing The Raised Pavement
6" Yellow
Markings. The Additional Expenses Associated With The Raised Pavement Markings Shall
Edge Line Std. Thermo.
Be Included In The Cost Of The Marking.
7.
Traffic Flow
Grinding Is An Acceptable Method Of Removal Of The Existing Markings Where Markings
Are Installed As Replacement Markings.
8.
The Specifications Allow The Audible Markings To Utilize A Flat Base Line Or An Inverted
C:
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Rib Profile Base Line.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Traffic Flow
Vibratory Edge Line Markings
6" White Skip
6" White Skip
Std. Thermo
Std. Thermo.
6" Yellow Edge Line
Std. Thermo.
6" Yellow Audible and
Vibratory Edge Line
6" Yellow Audible and
6" Yellow Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
Markings
6" Yellow Audible
and Vibratory
Edge Line Markings
6" White Skip
Std. Thermo.
sm 970re
6" Yellow
Edge Line
Std. Thermo.
7:
13:
26 PM
Traffic Flow
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
6" White Audible and
6/24/2013
Vibratory Edge Line Markings
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
LAST
REVISION
07/01/10
REVISIO N
AUDIBLE AND VIBRATORY MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MULTI-LANE ROADWAYS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
14 of 14