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BICYCLE MARKINGS 17347 1 FDOT DESIGN STANDARDS

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BICYCLE MARKINGS 17347 1 FDOT DESIGN STANDARDS
40"
1.
Recommended placement of bicycle lane markings:
No stripe at edge
8.1 s.f.
of curb & gutter
a) At the beginning of a bicycle lane, on the far side of major intersections, and prior to and within the
or paved shoulders.
bicycle lane keyhole.
4"
b) Along the roadway as needed to provide a maximum spacing of 1,320 feet for posted speeds less than 45
mph, 2,640 feet for a posted speed of 45 mph or greater.
2.
Recommended spacing for shared lane marking symbols: Immediately after intersections and at a maximum
6’
spacing of 250 feet.
6’
3. All pavement markings and pavement messages shall be White.
Face of Curb
9’
-4"
4. All pavement messages shall be preformed thermoplastic.
5. Bike lane signs (R3-17, R3-17a, R3-17b) are not required.
11’
8’
24"
6’
4.2 s.f.
6"
Lane
Line
4"
4"
6’
CURB & GUTTER
4’
6’
12’
Curb and Gutter
12’
PARKING
6" WHITE
2" Offset
Lip of Gutter
2" Offset
6" Edge Line
C:
\d\projects\standards\roadway\17300-s\17347-01.
dgn
40"
6.3 s.f.
A
Face of Curb
Face of Curb
Lip of Gutter
W
12:
13:
12 PM
6"
Lane
Line
* Pavement
Message White
Not Less
12"
White
Than 50’
or Bike Lane
50’
12’
CURB & GUTTER
5’
rd960rh
12’
To Edge Of Path
8’
Pavement
Perpendicular
2’
-8"
Edge of
Stop Bar
6" Edge Line
Curb and Gutter
From Lip or
72"
Measured
112"
Lane Width
g
e
e
in
it
c
h
it
a
h
p
W
s
"
4
"
4
2"
Shared Use Path
15’
"
4
3’-4"
9 s.f.
40"
Lane Width
(w)
»¿Sharro
6"
(A)
Width of Outside
Lane (w)
13’ or Greater
4’
Less Than 13’
512’ **
W10-1
18" Diameter
**
6"
For lane widths less than 11’ in width,
4"
the symbol shall be centered in the lane.
Lane
6/28/2012
Line
*
When used in bike lane, markings shall
be placed adjacent to markings in travel
LAST
REVISION
07/01/12
REVISIO N
lane and W10-1 sign shall be deleted.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
1
4’ BIKE LANE
5’ BIKE LANE
4’ BIKE LANE
BUS
6" WHITE
PARKING
2’-4’ SKIP
SPACES
ONLY
4’ BIKE LANE
4’ BIKE LANE
5’ BIKE LANE
6" WHITE
2’-4’ DOTTED
6" WHITE
6" WHITE
2’-4’ DOTTED
2’-4’ DOTTED
5’ BIKE LANE
50’
STO P
min.
STOP
50’
C:
\d\projects\standards\roadway\17300-s\17347-02.
dgn
4’ BIKE LANE
4’ BIKE LANE
min.
COMMERCIAL
COMMERCIAL
DRIVEWAY
DRIVEWAY
(High volume)
6" WHITE
5’ BIKE LANE
COMMERCIAL
DRIVEWAY
(High volume)
2’-4’ DOTTED
6" WHITE
(High volume)
2’-4’ DOTTED
5’ BIKE LANE
5’ BIKE LANE
6" WHITE
2’-4’ DOTTED
RESIDENTIAL
PARKING
RESIDENTIAL
DRIVEWAY
4’ BIKE LANE
DRIVEWAY
SPACES
DRIVEWAY
(Low volume)
(Low volume)
4’ BIKE LANE
(Low volume)
12:
13:
14 PM
rd960rh
RESIDENTIAL
LAST
REVISION
07/01/12
REVISIO N
6/28/2012
INTERSECTION WITH BUS BAY,
NO RIGHT TURN LANE, CURB
AND GUTTER TYPICAL SECTION
INTERSECTION WITH ON STREET
PARKING, NO RIGHT TURN LANE,
CURB AND GUTTER TYPICAL SECTION
INTERSECTION WITH SEPARATE
RIGHT TURN LANE, CURB AND
GUTTER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
2
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
PAVED SHOULDER
50’
PAVED SHOULDER
min.
5’ BIKE LANE
4’ BIKE LANE
ONLY ONLY
ONLY
ONLY
4’ BIKE LANE
5’ BIKE LANE
ONLY
ONLY ONLY
ONLY
50’
RIGHT LANE
MUST
min.
STO P
TURN RIGHT
6" WHITE
12" WHITE
2’-4’ DOTTED
3’-9’ SKIP
6" WHITE
2’-4’ DOTTED
STOP
30’
50’
min.
min.
4’ BIKE LANE
PAVED SHOULDER
C:
\d\projects\standards\roadway\17300-s\17347-03.
dgn
50’
min.
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
COMMERCIAL
6" WHITE
DRIVEWAY
2’ - 4’ DOTTED
(High volume)
RESIDENTIAL
PAVED SHOULDER
DRIVEWAY
(Low volume)
50’
rd960rh
min.
12:
13:
16 PM
4’ BIKE LANE
"TEE" INTERSECTION WITH SEPARATE RIGHT TURN
LANE, CURB & GUTTER TYPICAL SECTION
INTERSECTION, NO RIGHT TURN LANE,
FLUSH SHOULDER TYPICAL SECTION
LAST
REVISION
07/01/12
REVISIO N
6/28/2012
INTERSECTION WITH RIGHT TURN DROP LANE,
CURB AND GUTTER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
3
6" WHITE
2’-4’ SKIP
PAVED SHOULDER
PAVED SHOULDER
5’ BIKE LANE
W11-1
R1-2
W16-7P
W11-1
W16-9P
C:
\d\projects\standards\roadway\17300-s\17347-04.
dgn
5’ BIKE LANE
W11-1
W16-7P
COMMERCIAL
DRIVEWAY
(High volume)
RESIDENTIAL
6" WHITE
DRIVEWAY
2’ - 4’ DOTTED
(Low volume)
PAVED SHOULDER
rd960rh
PAVED SHOULDER
W11-1
12:
13:
19 PM
W16-9P
INTERCHANGE RAMPS WITH MARKED CROSSING,
FLUSH SHOULDER TYPICAL SECTION
INTERCHANGE RAMPS, FLUSH
SHOULDER TYPICAL SECTION
LAST
REVISION
01/01/12
REVISIO N
6/28/2012
INTERSECTION WITH SEPARATE RIGHT TURN
LANE, FLUSH SHOULDER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
4
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