Document 2799297

1"
8’
8’
8’
8’
4"
4"
4"
27 s.f.
19 s.f.
8’
8’
4"
4"
4"
22 s.f.
22 s.f.
23 s.f.
25 s.f.
6" White Edge Line
10’
30’
2
36 s.f.
21 s.f.
R
5’-7"
12’
30"
6"
Extension
Facing Cross-Over
C
L Median
6’
6’
Use Green Delineators On Sides
12"
12"
6’-10’
Use Yellow Delineators On Sides
13’-1"
7’-6"
30"
4"
6" Yellow Edge Line
6" Yellow (6’-10’ Skip)
Generally Top Of Post Should Be 4’
Facing Away From Cross-over
7’-10"
4"
23’-6"
5’-6"
8’-2"
R
4
’-
3’
-3
"
"
8"
16’-6"
x
5’-3"
7’
8"
8’
x
4’-7"
10’
2’-8"
3’
-3
"
3’-7"
9’-10"
5’-3"
2’-7"
R
Traffic Flow
Past Radius
Above The Edge Of Pavement Grade
Point
Begin Extension At Radius Point
x
6" Yellow Edge Line
x
16 s.f.
12 s.f.
23 s.f.
2’-6"
4"
2’-
R
12"
Traffic Flow
Right Turn Arrow To Be Reversed
6" White Skip
6" White Edge Line
11 s.f.
27 s.f.
NOTE: When arrow and pavement message are used together, the arrow shall be located down stream of the pavement
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER
message and shall be separated from the pavement message by a distance of 25’ (Base of the arrow to the
base of the message). Stop message shall be placed 25’ from back of stop line.
DIMENSIONS ARE WITHIN 1"+
-
NOTE:
PAVEMENT ARROW AND MESSAGE DETAILS
BASIC COLOR RULE:
White lines separate traffic in the same direction.
Markings applied to median noses shall be yellow in color.
Yellow lines separate traffic in opposing directions.
Yellow dotted lines may be used in special cases.
Edge of Travel Way
Black may be used in combination with white for skip lines where
a light-colored pavement does not provide sufficient contrast with the markings.
6" White
6" Yellow Edge Line
10’ Skip 30’ Gaps White Lane Line
Solid Yellow Edge Line
30’
30’
6"
Travel Way
Full Lane
Width
30’
30’
6"
10’
10’
10’
10’
Edge Line
Delineator Post
6’
Curb
10’
6" Yellow Edge Line
R3 4
Centerline
Gutter
Solid White Edge Line or Lane line
2’ Skip 4’ Gap Dotted Line (Turning Guide Line)
6"
6"
Paved Road
Unpaved Rd.
100’
Paved Road
6’ Skip 10’ Gap Extension Of Edge Line Through
Two-Lane Passing Prohibited (Yellow)
Cross-Over Area
6"
10’
10’
4"
10’
10’
10’
10’
10’
10’
10’
6"
10’
6’
6’
6’
6’
6’
6’
6’
6’
6’
6’
6" White
6" White
6"
6" White Skip
6’
Gutter
6"
6" Yellow Edge Line
6" Yellow Edge Line
Double Solid Yellow (Or White)
6" White
Solid White Channelizing Line
4"
Full Lane Width
6"-8"
6"
Delineator Post
6" White Line Begins Opposite Radius Point
Without Curb
6" Yellow Edge Line
Edge Line
6’ - 10’ Skip
(If Applicable)
Grassed Median With Or
6’
6"
2"
Edge of Travel Way
6" White Edge Line
10’ Skip 30’ Gap Yellow Centerline
30’
30’
Ramps
30’
30’
9’
9’
6"
9’
9’
9’
9’
9’
9’
9’
9’
9’
9’
9’
8"
9’
End At Radius
10’
10’
10’
10’
10’
3’
3’
3’
3’
3’
3’
3’
3’
3’
3’
3’
3’
3’
3’
100’
Point
3’
Radius Point
TYPES OF PERMANENT LONGITUDINAL LINES
PLACEMENT OF EDGE LINES
Paved Road
PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS
CONTRAST MARKINGS
10’ White Skip With Black Contrast,
Minor Road
3’ Skip 9’ Gap Lane Drop Markings At Interstate
10’ White Skip With 10’ Black Contrast and 20’ Gaps
1
12
With 30’ Gaps
30’
30’
Black Contrast
30’
10’ Black Contrast
9"
6"
10’
10’
10’
10’
10’
20’
20’
20’
10’
10’
10’
10’
6"
20’
10’
10’
10’
10’
10’
10’
2006 FDOT Design Standards
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
07/01/05
1 of 13
Index No.
17346
6" Yellow Skip
75’ Min
50’ Min
50’
8’
6" Yellow Solid
12’
8’
24" White
6" Dbl Yellow
6" White
300’ Max Intervals Between Double Arrows
For use in congested urban areas where available storage
length between intersections is limited and a permanent
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
18"
24" White
45
6" Dbl Yellow
For use in rural & suburban areas where an adequate
Min 75’
300’ Max. Intervals Between Double Arrows
storage lane length can be specifically determined.
(WITH SINGLE LANE LEFT TURN CHANNELIZATION)
SCHEME TWO
TWO WAY LEFT TURN LANE
12" White
Si
de
w
For Crosswalk
al
k
p
am
R
6’
12" White
bl
i
ur c S
id
b
e
R
am wa
lk
p
M
in
10
For Crosswalk
Pu
C
im
’S
t
um
an
da
rd
12" White
12" White
For Crosswalk
For Crosswalk
TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS
12" White
For Crosswalk
2006 FDOT Design Standards
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
07/01/05
2 of 13
Index No.
17346
These markings may be used
for locations with restricted
left turn lengths, only when
called for in plans.
6’-10’ Skip
6" White
18" White
10’ center to center spacing for Chevrons
8" White
6" Dbl Yellow
25’
8" White
18" White
10’ center to center spacing
Median Edge
6" Yellow
100’ Max.
ONLY
50’
Median Edge
100’ Max
25’
for Chevrons
6" White Skip
APPLIES TO ONE WAY LEFT
TURN LANE ALSO
6" Yellow
8" White
6" White
ONLY
6" White
RESTRICTED LEFT TURN MARKING
6" White Skip
8" White
100’ (Min)
100’ Minimum or as determined
RIGHT TURN LANE DROP AND ISLAND DETAILS
RIGHT TURN LANE AND
ISLAND DETAILS
LEFT TURN LANE DROP IS MIRROR IMAGE
by L=WS
WS
(L =
60
2
24" White Stop Line
45 mph) where
4’
W is the lateral offset in feet and
S is the 85th percentile speed in
Varies
24" White Stop Line
For left turn storage lane detail
50’
Min.
see sheet 2 of 13 of this index.
Varies
Varies
miles per hour (speed limit)
NOTES:
1. When public sidewalk curb ramps are present, refer
Index 17346 and Index No. 304 for crosswalk widths.
24" White Stop Line
2. Double yellow longitudinal center lines on all
6" Dbl Yellow
adjacent sidewalk, but not less than 6’
50’ Min.
roadway approaches shall be extended back 100’
Width of crosswalk to equal width of the
for projects involving intersection improvements only.
3. When specified, "stop" message shall be placed 25’
back of stop lines.
6" White
TYPICAL INTERSECTION 2 THRU LANES
PLUS LEFT TURN LANE, WITH CROSSWALK
STOP BARS, CROSSWALKS AND DOUBLE CENTER LINE DETAILS
2006 FDOT Design Standards
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
07/01/05
3 of 13
Index No.
17346
HIGHWAY
HIGHWAY
R6-3
R1-1
DIVIDED
R6-3
DIVIDED
200’
R1-1
24" White
R6-1R
R6-1L
24" White
R1-2
R6-1R
R6-1L
6" White
Nose Width
Nose Width
Nose Width
Nose Width
R6-1L
6" White
R6-1R
R1-2
24" White
R6-1L
R1-1
R6-1R
ONE WAY signs (R6-1) are not ordinarily
needed at divided highway intersections
24" White
DIVIDED
with nose widths of less than 30’,
DIVIDED
and should be installed only if specifically
R6-3
HIGHWAY
HIGHWAY
NOSE WIDTHS UNDER 30’
R1-1
R6-3
called for in the plans.
FIGURE 1
200’
FIGURE 2
ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS
NOSE WIDTHS 30’ AND GREATER
el
tion
Direc
v
of Tra
low
6" Yel
Edge
Line
Standard No-Passing
vel
n of Tra
Y
Directio
6" White Edge Line
6" Double Yellow
Median Or Island
20’
45
18" White
o
Gore Area
45
Beginning Of Physical Gore
Varies
To Be
Deter
mined
In Fie
ld
45
18" Yellow
mined
Yellow
Direc
Varies
To Be
Deter
6" Dou
ble
8" Sin
gle
In Fie
ld
tion o
f Trav
el
White
Direc
tion o
f Trav
el
6" Yel
low
Edge
Line
6" Yellow Edge Line
PAVEMENT MARKING FOR TRAFFIC SEPARATION
(TRAFFIC FLOWS IN OPPOSING DIRECTIONS)
POSTED (DAY)
PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE
SPEED LIMIT
"Y"
ft
M.P.H.
(TRAFFIC FLOWS IN SAME DIRECTION)
30 OR LESS
10
35
20
40
20
45
30
50 OR MORE
40
2006 FDOT Design Standards
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
04
4 of 13
Index No.
17346
W6-2
DO NOT
R5-1
ENTER
18"
W4-2R
W6-3
TYPICAL TRANSITION MARKING
COLOR SHALL BE THE SAME AS RESPECTIVE EDGE LINE
8"
45
Solid
Solid
Y
L1
250’
A
6" White Edge Line
Begins To Narrow
6"
Yellow
Skip
W
6" Yellow Edge Line
250’
A
/
4
Begin Taper
Point Where Pavement
Median
80’
W6-1
R4-7
6" White Edge Line
15:1 Taper
4:1 Minimum, Not Less Than 50’)
(
White Delineators Shall Be Used Throughout
LEFT ROADWAY CENTERED ON EXISTING ROADWAY
The Transition Where 85th Percentile
Approach Speeds
TRANSITION DISTANCE L
1
(FT.)
120
135
150
165
180
195
210
55
950
50
850
45
750
40
650
30
450
165
40
215
45
360
185
240
405
205
270
450
225
295
495
245
320
540
265
POSTED (DAY)
(FT.)
M.P.H.
30 OR LESS
10
35
20
285
350
"Y"
SPEED LIMIT
40
20
45
30
50 OR MORE
40
W9-1
M.P.H.
LANE
14
ENDS
13
RIGHT
12
W9-2
11
LEFT
10
45
35
"A"
9
MERGE
30
SPEED
8
LANE ENDS
(FEET)
W4-2
W
S
MPH
Are Greater Than 50 m.p.h.
375
585
630
50
400
450
500
550
600
650
700
55
440
495
550
605
660
715
770
60
480
540
600
660
720
780
840
65
520
585
650
715
780
845
910
25’
Direction of Travel
PAVEMENT MARKING DETAIL
NOTE:
W9-1 & W9-2 are supplemental to the W4-2 sign and
may be deleted if space is not available. The W9-1
Design Speed
W4-2L
L =WS (45 MPH or Greater)
1
W6-2
W6-3
should be used if only one supplemental sign is installed.
2
V
Lateral offset
40 MPH )
DO NOT
R5-1
ENTER
(L = WS
1 60
L1
250’
A
Begin Taper
80’
W
White Delineators Shall Be Used
A
/
4
Throughout The Transition Where
85th. Percentile Approach Speeds
Are Greater Than 50 m.p.h.
6" Yellow Edge Line
15:1 Std. Taper
6" Yellow
Skip
6" White Edge Line
(4:1 Minimum Not Less Than 50’)
R4-7
250’
RIGHT ROADWAY CENTERED ON EXISTING ROADWAY
W6 - 1
SCHEMES FOR TRANSITION - 2 LANE / 4 LANE ROADWAY
2006 FDOT Design Standards
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
07/01/05
5 of 13
Index No.
17346
Stop Bar Perpendicular To Edge
Stop Bar Perpendicular To
10’
Min
12
M ’
in
.
Edge Of Travelway Or 8’
6" Yellow
8’
Parallel To Gate When Present
24" White
12
’
M
in
.
From & Parallel To Gate
Of Travelway Or 8’ From &
When Present.
24"
8’
6" Dbl Yellow
24"
10’
Min
DO NOT
DO NOT
STOP
The Railroad Traffic Control Device
ON
Is To Be Located A Minimum Of 12’
TRACKS
STOP
30"
ON
TRACKS
From The Railroad Centerline. See
R8-8
Index No. 17882 For Protection Devices.
R8-8
For Use Near
For Use Near
10’
Min
Signalized Intersections
Signalized Intersections
12’ Min.
8’
8’
30"
6" Yellow
10’
Min.
The Railroad Traffic Control Device
12’ Min.
24"
Is To be Located A Minimum Of 12’
White
From The Railroad Centerline. See
24" White
A
A
Index No. 17882 For Protection Devices.
24" White
50’
24" White
50’
6" Double Yellow
24" White
R
24" White
R
R
R
See note 3, 4 & 5 for sign placement
See notes 3, 4 & 5 for sign placement.
W10-1
W10-1
RAILROAD CROSSING AT 2-LANE ROADWAY
RAILROAD CROSSING AT 4-LANE ROADWAY
24"
NOTES:
1. When computing pavement messages, quantities do not include
transverse lines.
See Detail This Sheet For Placement Of
12"
Width May Vary
2. When dynamic devices are not present or are to be installed,the
Railroad Pavement Markings.
crossbuck shall be located at the future location of the RR gate
20’
According To
Lane Width.
or signal and gate in accordance with Index No. 17882.
8’
3. Placement of sign W10-1 in a residential or business district, where
low speeds are prevalent. the W10-1 sign may be placed a minumum
Pavement
distance of 100’ from the crossing. Where street intersections occur
Message
10’
between the RR pavement message and the tracks an additional
20’
W10-1 sign & additional Pavement message should be used.
|
6’
6’
White
4. Recommended location for FTP-61-04 or FTP-62-04 sign, 100’ urban
45 ^
"
16
& 300’ rural in advance of the crossings.
18" YELLOW
50’ Min
6" Yellow
5. A portion of the pavement marking symbol should be directly opposite
20’
the W10-1 sign.
SPEED
MPH
NOTE:
Pavement Markings symmetrical about centerline
24"
4"
89 s.f.
Does not include 24" bars.
TYPICAL PAVEMENT MARKINGS FOR R/R CROSSING
PAVEMENT MARKINGS FOR TERMINATION
OF TWO WAY LEFT TURN AT R/R CROSSINGS
2006 FDOT Design Standards
SPECIAL MARKING AREAS
" A "
IN FT
60
400
55
325
50
290
45
175
40
125
35
100
30
URBAN
75
50 MIN.
Last
Revision
Sheet No.
07/01/05
6 of 13
Index No.
17346
Yield Lines 5-18" X 27" White triangles facing traffic
equally spaced within travel lane with 1 additional triangle
18"
using same spacing when a bike lane is present.
27"
GENERAL NOTES
W11-2
A
W16-7p
1. For traffic and pedestrian signal installation, refer to Index
No. 17721 through 17890.
R1-5
W3-2
SIDEWALK
SPECIAL EMPHASIS CROSSWALK
YIELD MARKINGS
2. For public sidewalk curb ramps, refer to Index No. 304.
PUBLIC
SIDEWALK
3. For pavement marking and sign installation, refer to Indexes
CURB RAMP
11200 through 17356.
4. Crosswalk minimum widths: Intersection Crosswalk 6’.
24"
SEE NOTE 4 FOR MINIMUM WIDTHS
24"
12"
24"
Mid Block Crosswalk 10’.
4’ Min.
ALL CROSSWALK MARKINGS ARE WHITE
W11-2
4’ Min.
24" Min (Typical)
A
W16-7p
W11-2
A
24"
W11-2
W16-7p
W11-2
40’ Min.
24"
24"
24"
24"
24"
6" Double
Yellow
40’ Min.
W11-2
A
W11-2
W11-2
4’
A
Min.
W11-2
W16-7p
W16-7p
SPECIAL EMPHASIS CROSSWALK
TWO LANE NON-SIGNALIZED
4’ Min.
24"
SPECIAL EMPHASIS CROSSWALK
MID BLOCK-SIGNALIZED
APPROACH
SPEED MPH
A SUGGESTED
DISTANCE (Ft)
25 To 35
275
36 To 45
350
46 To 55
500
2006 FDOT Design Standards
SPECIAL EMPHASIS CROSSWALK
SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION
SPECIAL MARKING AREAS
Last
Revision
Sheet No.
07/01/05
7 of 13
Index No.
17346