4" 4" 4" 4" 4" 4"
8' 8' 8' 8' 8' 8'
4" 34 s.f. 22 s.f. 23 s.f. 24 s.f. 20 s.f. 26 s.f. 13 s.f. 20 s.f. 20 s.f. 23 s.f. 22 s.f. 20 s.f. 4"
4" 4" 4" 4" 4" 3'-4" 3'-4" ' '
5 R2
' R1 7 5 ' " ' 4" ' 5 6 3 10' 3 -
' R1 6" " 7 ' 6 " 3 - ' ' 9 1 ' 9 8 - ' ' 3 4" ' " ' 5 " 2 4 2 5 6 ' 1 3 - 5 ' "
R2 . 4 9 6 - ' ' " ' 1'
1 7 4
8 3 " 5
. R -
' 1' 1' 3 3'-4" 3'-8" 5
2 2 8" R R1=3'3.375" R1=2' 11" ' R2=2'3.563" 3' 1' 5
. R2=1' 11"
6 6'-4"
1 Preferential Lane Through Turn Symbol R1=3'3.375" U Turn Lane-Use Lane-Use R2=2'3.563" Lane-Use Arrow Arrow 11 s.f. Arrow
12 s.f. 17 s.f. Turn and Through 27 s.f. Lane-Use Right Turn Arrow To Be Reversed. Arrow DIMENSIONS ARE WITHIN 1" ±
30" 29 s.f.
Wrong-Way 4" PAVEMENT ARROW AND MESSAGE DETAILS NOTE: When arrow and pavement message are used together, the arrow Arrow shall be located down stream of the pavement message and shall be
n separated from the pavement message by a distance of 25' (Base of the g 24 s.f. d
. arrow to the base of the message). Stop message shall be placed 25' 1
0 from back of stop line. - TYPES OF PERMANENT LONGITUDINAL LINES 6 4 3
7 BASIC COLOR RULE: 1 \ s -
0 White lines separate traffic in the same direction. Yellow lines separate traffic in opposing directions. 0
3 Yellow dotted lines may be used in special cases. Black may be used in combination with white for skip 7
1 lines where a light-colored pavement does not provide sufficient contrast with the markings. \ y a w d a CONTRAST MARKINGS
o Solid Yellow Edge Line r
\ 10' White Skip With s 6" d Solid White Edge Line or Lane line r Black Contrast, 10' White Skip With 10' Black Contrast and 20' a d 6" With 30' Gaps 1 n 1 2" Black Contrast Gaps a 10' Black Contrast t 2' Skip 4' Gap Dotted Line s
\ (Turning Guide Line) s t 30' 30' 30' 6" 9" 6" c 20' 20' 20' 20' e j 6' Skip 10' Gap Extension Of Edge Line 10' 10' 10' 10' 10' o 6" r 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' p Through Cross-Over Area \ d \ : 10' 10'10'10'10'10'10'10'10'10' C 6" 6" Two-Lane Passing Prohibited (Yellow) 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 4" h r 0 6
9 6" d Solid White Channelizing Line r Double Solid Yellow (Or White) 6" & 8" 4" M P
2 1 : 6" 1 3' Skip 9' Gap Lane Drop Markings At Yield Lines 5-18" X 27" White triangles facing traffic 1 :
2 Interstate Ramps equally spaced within travel lane with 1 additional triangle 1 18" using same spacing when a bike lane is present. 10' Skip 30' Gap Yellow Centerline 9'9'9' 9' 9' 9' 9'9' 9' 9'9' 9' 9' 9' 30' 30' 30' 30' 6" 6" & 12" 27" 2 3' 3'3' 3' 3'3' 3' 3' 3'3' 3'3' 3'3'3' 1 10' 10' 10' 10' 10' 0 2 / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 01/01/12 E 17346 1 R 6 / 2 8 / 2 0 1 2 1 2 : 1 1 : 1 4 P M r d 9 6 0 r h C : \ d \ p r o j e c t s \ s t a n d a r d s \ r o a d w a y \ 1 7 3 0 0 - s \ 1 7 3 4 6 - 0 2 . d g n
01/01/10 REVISION LAST
R E V I S I O N DESCRIPTION: Delineator Post 6" YellowEdgeLine 6" WhiteSkip Traffic Flow Traffic Flow Facing AwayFromCross-over Use GreenDelineatorsOnSides Sides FacingCross-Over Use YellowDelineatorsOn See Detail
PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS 6" White
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER Road Paved 6" WhiteLine Width Full Lane 6' -10'Skip 6' 1 0 0 ' 1 0 0
6' ' 6' Road Paved Begin ExtensionAtRadiusPoint See Detail 6" WhiteEdgeLine 6" Yellow(6'-10'Skip) 6" WhiteEdgeLine 6" White 6" White Delineator Post Extension 6'-10' Point Radius Past Point Radius Point End AtRadius FDOT DESIGN STANDARDS WithoutCurb Grassed MedianWithOr 6' 6" WhiteEdgeLine 6" YellowEdgeLine 6" YellowEdgeLine 2013 10' U n p a v e d R d . Above TheEdgeOfPavementGrade Generally TopOfPostShouldBe4'
M n o R o d i r a 6" WhiteSkip 6" YellowEdgeLine »¿ M 6" YellowEdgeLine 30' Markings appliedtomediannosesshallbeyellowincolor. NOTE:
SPECIAL MARKING AREAS R3-4 Point Radius Point End AtRadius
6" YellowEdgeLine PLACEMENT OFEDGELINES 6" YellowEdgeLine Edge Line 6" WhiteEdgeLine Centerline Edge ofTravelWay Travel Way Edge Line 6" 6' 6' Road Paved Width Full Lane 2" Gutter Curb Edge ofTravelWay (If Applicable) Gutter 6" WhiteEdgeLine 6" White Delineator Post 6" YellowEdgeLine
17346 INDEX NO. 2
SHEET NO. 6" Yellow Skip
6" Yellow Solid 50' Min 75' Min 50' 8' 12' 8'
24" White
300' Max. Intervals Between Double Arrows For use in congested urban areas where available storage length between intersections is limited and a permanent 6" White 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 6" Dbl Yellow 24" White 18" 45
Min 75' 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
TWO WAY LEFT TURN LANE n g d . 3 0 - 6 4 3 7 1 \ s - 0 0 3 7 1
\ 12" White 12" White y a For Crosswalk For Crosswalk w d S a i o d r ew \ a s lk d r a d n a t s \ s t c e j p o m r P a u p R b \ C li d u c \ r S : b i C R d a ew m a p l k
6 ' 1 M 0 i h ' n r S im 0 ta u
6 m nd 9 a d r r 12" White d For Crosswalk M P
6 1 : 1 1
: 12" White 2
1 For Crosswalk
TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS 2 1
0 12" White 2 /
8 For Crosswalk 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/09 E 17346 3 R 6 / 2 8 / 2 0 1 2 1 2 : 1 1 : 1 8 P M r d 9 6 0 r h C : \ d \ p r o j e c t s \ s t a n d a r d s \ r o a d w a y \ 1 7 3 0 0 - s \ 1 7 3 4 6 - 0 4 . d g n 07/01/09
REVISION LAST see sheet3ofthisindex. For leftturnstoragelanedetail miles perhour(speedlimit) S isthe85thpercentilespeedin W isthelateraloffsetinfeetand (L = by L=WS 100' Minimumorasdetermined WS² 60 PLUS LEFTTURNLANE, WITHCROSSWALK TYPICAL INTERSECTION 2THRULANES 6" White 6'-10' Skip <45mph)where R E V I S I O N DESCRIPTION:
R
E
S
T 6" White
R
I
C
T
E
D
L 5 0 E '
F
T M 1 0 0 ' ( i n )
T
U 6" DblYellow
R called forinplans. left turnlengths,onlywhen for locationswithrestricted These markingsmaybeused 5 0 ' N M i n .
M
A 6" DblYellow
R
K
I
N
G 8" White Median Edge 6" White 6" Yellow Stop Line 24" White Lines Crosswalk 12" White 6" WhiteSkip FDOT DESIGN STANDARDS LEFTTURNLANEDROPISMIRRORIMAGE RIGHT TURNLANEDROPANDISLANDDETAILS adjacent sidewalk,butnotlessthan6' Width ofcrosswalktoequalwidththe 24" WhiteStopLine 2013 24" WhiteStopLine ONLY ONLY (Side Street)
S
T O 1 0 0 ' M a x . 2 5 '
P 6" White 10' centertospacing 18" WhiteChevrons
B
A
R 4 ' M i n .
S 4' Min. Stop Line 24" White
, V a r i e s
C
R
O Lines Crosswalk 12" White 8" White
S
S SPECIAL MARKING AREAS
W
A Varies Varies
L
K
S
A
N
D
D
O 4' Min.
U
B
L V a r i e s 6" WhiteSkip 8" White Median Edge 6" White 6" Yellow
E
24" WhiteStopLine M C 4 ' i n .
E 12" White
N 50' Min.
T
E Stop Line 24" White
R
L
I
N
E
D
E
T
A 3. 2. 1. NOTES:
I
L
S back ofstoplines. When specified,"stop"messageshallbeplaced25' for projectsinvolvingintersectionimprovementsonly. roadway approachesshallbeextendedback100' Double yellowlongitudinalcenterlinesonall widths. Index No.17344and304forcrosswalk When publicsidewalkcurbrampsarepresent,refer 1 0 0 ' M a x 2 5 ' ISLANDDETAILS RIGHT TURNLANEAND 6" White 10' centertospacing 18" WhiteChevrons
A TURN LANE ALSO
P
P Lines Crosswalk 12" White 8" White
L
I
E
S
T
O
O
N
E
W
17346
A
Y INDEX
NO.
L
E
F
T 4
SHEET NO.
R
5 5 17346
E 07/01/09 2013
V
SPECIAL MARKING AREAS AREAS MARKING SPECIAL I
S
NO. NO.
REVISION
FDOT DESIGN STANDARDS DESIGN FDOT I
O
SHEET INDEX
LAST DESCRIPTION: N 6 / 2 8 / 2
0
1
(TRAFFIC FLOWS IN SAME DIRECTION) SAME IN FLOWS (TRAFFIC (TRAFFIC FLOWS IN OPPOSING DIRECTIONS) OPPOSING IN FLOWS (TRAFFIC 2
PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE AT CHANNELIZATION TRAFFIC FOR MARKINGS PAVEMENT PAVEMENT MARKING FOR TRAFFIC SEPARATION TRAFFIC FOR MARKING PAVEMENT 1 2 : 1 1 : 2 1
P
M
40 MORE OR 50
45 30 r
d
9
40 20 6 0
r
h
20 35
l
e
v
a
r
T
f
o
n
o
i
t
c
e r
i D 10 LESS OR 30
l
e
v
a 6" Yellow Edge Line Line Edge Yellow 6" White Single 8"
r
T
f
MPH
o
n
o
i
t
c
e
r i ft.
D C
SPEED LIMIT SPEED :
\
"Y" d
POSTED (DAY) POSTED \
p
d
l r
6" Yellow Edge Line Line Edge Yellow 6" Yellow Double 6"
e
i
F
n o
I
d
e
n
i j
m
r
e
t
e e D
e B
c o
T t
s
s
e i
r
a \
V
d l
e
i
F s
n I
18" Yellow Yellow 18"
d
e t n i
m
r
e a t
e
D
e
B n
o
T d
45 a
s r
e i
r a V Beginning of Physical Gore Physical of Beginning d
s
\ Gore Area Gore 45 r o a d w
a 18" White White 18" y
\
45 1 20' 7
3 Median Or Island Island Or Median 0 0 - s \
1
7 6" White Edge Line Line Edge White 6"
D
i
r 6" Double Yellow Yellow Double 6" 3
e
c
t
i
o
Y
n
o 4
f
T r
a v e 6 l -
0
5 Standard No-Passing No-Passing Standard 6" Yellow Edge Line Line Edge Yellow 6" .
d
g
D
i
r n e
c
t
i
o
n
o
f
T
r
a v e l
ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS HIGHWAY DIVIDED 0N SIGNS ONE-WAY
HIGHWAY
R6-3
HIGHWAY
DIVIDED
called for in the plans. the in for called
FIGURE 2 FIGURE FIGURE 1 FIGURE
R6-3
and should be installed only if specifically if only installed be should and
DIVIDED with nose widths of less than 30', than less of widths nose with
R1-1 needed at divided highway intersections highway divided at needed
ONE WAY signs (R6-1) are not ordinarily not are (R6-1) signs WAY ONE R6-1L
200'
R1-1
R6-1R
R6-1L
R6-1L R6-1L
24" White 24"
24" White 24" R 1 - 6 R1-2 R
6" White 6"
R6-1L
Nose Width Nose Nose Width Nose
NOSE WIDTHS 30' AND GREATER AND 30' WIDTHS NOSE NOSE WIDTHS UNDER 30' 30' UNDER WIDTHS NOSE
Nose Width Nose Nose Width Nose
6" White 6"
L 1 - 6 R
24" White 24"
24" White 24" R 1 - 6 R1-2 R
R6-1L R6-1L
R6-1L
R6-1R
R1-1
200' R6-1L R1-1
DIVIDED
DIVIDED R6-3 R6-3 HIGHWAY HIGHWAY 6 / 2 8 / 2 0 1 2 1 2 : 1 1 : 2 3 P M r d 9 6 0 r h C : \ d \ p r o j e c t s \ s t a n d a r d s \ r o a d w a y \ 1 7 3 0 0 - s \ 1 7 3 4 6 - 0 6 . d g n 07/01/09
REVISION LAST
L1= L1=WS (45MPHorGreater) Are GreaterThan50mph. 85th PercentileApproachSpeeds* Throughout TheTransitionWhere White DelineatorsShallBeUsed
- 1 6 W *S MPH 65 55 45 35 60 50 40 30 WS² 60
R E V I S I O N **W DESCRIPTION: (=40 MPH)
- 1 6 215 165 W 520 480 440 400 360 120 8 585 495 405 185 135 540 450 240 9 (FEET) TRANSITION DISTANCEL1 205 650 600 550 500 450 270 150 10 250' 250'
**Lateral offset *Design Speed
715 605 495 295 225 165 660 550
11
- 1 5 R
E T E R 245 N 780 720 660 600 540 320 180 12
T O N O D
845 715 585 265 195 780 650 350
13 -
1 5 R
- 7 4 R
E T E R
N
375 285 910 840 770 700 630 210
14
S -
7 4
R
C
T
O N O D
H
E
M
E S
W 6 - 3
F
O
R
T
R W 6 - 3 A
MPH SPEED* N 45 55
30 40 50 S
250' I
Not LessThan50') 15:1 Taper(4:1Min., T FDOT DESIGN STANDARDS
250' I
Solid 18" O
(FT.) "A"
450 650 750 850 950 8 N
0 W 6 2
' -
-
(4:1 MinimumNotLessThan50') 15:1 Std.Taper
2
L A
C N
O E 2013
L MPH SPEED LIMIT POSTED (DAY)
30 ORLESS
50 ORMORE
O /
R
4 45 35 40
S
45
H
L A
A N
L
L
E T W 6 - 2 Y
B
Y R Approach SpeedsêAreGreaterThan50mph The TransitionWhere85thPercentile White DelineatorsShallBeUsedThroughout W (FT.) "Y"
E
P O 40 30 20 20 10
I
A C
T
D A
H
W
W L
E
A T Begins ToNarrow Point WherePavement Solid 8"
S
Y R
A
6" WhiteEdgeLine 6" YellowEdgeLine A
M N
E S
I
A T
S I should beusedifonlyonesupplementalsignisinstalled. may bedeletedifspaceisnotavailable.TheW9-1 W9-1 &W9-2aresupplementaltotheW4-2signand NOTE:
SPECIAL MARKING AREAS O
R N
E
S M L1
P A
E L1
R
C
Direction ofTravel K
T I
I N W V 4 - 2 G
E
6" WhiteEdgeLine 6" YellowEdgeLine 6" WhiteEdgeLine
E
D 80'
G LA N E E N D S
E
6" YellowSkip M E R G E
L
LE F T I RIGHT ROADWAYCENTEREDONEXISTING ROADWAY LEFT ROADWAYCENTEREDONEXISTING
N
E
W 9 - 2 Begin Taper
R IG H T Begin Taper LA N E E N D S
A W 9 - 1 A 6" YellowSkip PAVEMENT MARKINGDETAIL A A / / 4 4 W 4 - 2 L 4 5 Median 25'
17346 INDEX NO. 6 W 4 - 2 R SHEET NO. 2 LANES
50'
DETAIL A 120' EXIT RAMP WITHOUT AUXILIARY LANE
LAYOUT FOR 1, 2 AND 3 DIGIT NUMBERS AND LETTERS
3 LANES 3 LANES
AUXILIARY LANE '
4
2
'
4
50' 2
290' DETAIL B EXIT RAMP WITH AUXILIARY LANE
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 value of 55 BPN.
n 4. The "EXIT NUMBER" position remains the same distance from the g d . beginning of taper regardless of the number of lines of information. 7 0 - 6 4 3 7 1 \ s - 0 0 3
7 MESSAGE SIZE AND SPACING 1 \ y
a 4" X 4" squares w d a o r 3" 3" 10" \ s
d 22" 44" 20" 32" 54" r a d n a t s \ s t c e 5" j o r p \ d \ : C h r
0 106" 106" 106" 106" 106" 106" 106" 6 9 d r M P
5 2 : 1 1 : 2 1
66" 2 1
0 MAT DIMENSIONS 2 / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/10 E 17346 7 R Stop Bar Perpendicular To Edge Of Travelway Or 8' From & Parallel To Gate Stop Bar Perpendicular To Edge When Present. Of Travelway Or 8' From &
10' ' Parallel To Gate When Present 2 . Min 1 n 8' i M 6" Yellow
' 8' 6" Dbl. Yellow 2 . 1 n 24" White i M 10' 24" 24" Min DO NOT DO NOT The Railroad Traffic Control Device STOP STOP 30" Is To Be Located A Minimum Of 12' ON 30" ON From The Railroad Centerline. See TRACKS TRACKS Index No. 17882 For Protection Devices. R8-8 R8-8 For Use Near For Use Near 10' Signalized Intersections Signalized Intersections Min 8' 12' Min. ' 10' 8 Min. The Railroad Traffic Control Device 12' Min. Is To be Located A Minimum Of 12' 24" From The Railroad Centerline. See 6" Yellow White Index No. 17882 For Protection Devices.
24" White
6" Double Yellow A A
24" White ' '
0 24" White 0 5 5
See note 3, 4 & 5 for sign placement R R See notes 3, 4 & 5 R R 24" White for sign placement. 24" White W10-1 W10-1
RAILROAD CROSSING AT 2-LANE ROADWAY RAILROAD CROSSING AT 4-LANE ROADWAY n g " d . 4
8 NOTES: 0 2 - 6
4 1. When c 3 omputing pavement messages, quantities do not include
7 Width May Vary
1 transverse lines. \ According To s 12" - See Detail This Sheet For Placement Of 0 Lane Width
0 2. When dynamic devices are not present or are to be installed, the
3 Railroad Pavement Markings. 7 crossbuck shall be located a ' t the future location of the RR gate 1 \
5 y or signal and gate in accordance with Index No. 17882.
1 a w 8' d a 3. Placement of s o ign W10-1 in a residential or business district, where r
\ low speeds are prevalent. The W10-1 sign may be placed a minimum s
d Pavement r distance of 100' from the crossing. Where street intersections occur a Message d between the RR pavement message and the tracks an additional n a White 10' t W10-1 sign & additional Pavement message should be used. s \ s
' t
'
0 c 4. Recommended lo ' cation for FTP-61- 6 06 or FTP-62-06 sign, 100' urban e
2 j
6 o & 300' rural in advance of the crossing. r p \ d
\ 5. A portion of the pavement marking s : 45 ymbol should be directly opposite C " 18" YELLOW 16 the W10-1 sign. 6" Yellow 50' Min.
' h
5 r
1 0 NOTE:
6 SPEED " A " 9 d IN FT. r Pavement Markings symmetrical about centerline MPH
4" 60 400 55 325 M P "
7 4 50 250 2 : 2 1
1 45 175 : 89 s.f. *Does not include 24" bars. 2
1 40 125
35 100 PAVEMENT MARKINGS FOR TERMINATION URBAN 85 MIN. 2
1 TYPICAL PAVEMENT MARKINGS FOR R/R CROSSING OF TWO WAY LEFT TURN AT R/R CROSSINGS 0 2 / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 01/01/12 E 17346 8 R 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'.
5. All crosswalk marking shall be white.
6. Longitudinal lines in Special Emphasis Crosswalk shall be 24" wide and 4' Min. 24" White spaced to avoid the wheel path of vehicles as shown in detail. 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 4 '
M i n . n g d .
9 24" White STANDARD
0 W - 6
4 24" White MARKINGS
3 60" Max. 7 1
\ Lane line s - 0 0 3 7
1 Lane line \ y
a 24" w d a o W r \ s
d 1 r 2W a d n. n ' Mi Lane line a 4 t s
\ 12" s t c e
j W o r p 12" White \ d \ :
C Lane line
24" White 4' Min. W
1 h W r 2 0 6
9 Lane line d r
M SPECIAL EMPHASIS P
9 CROSSWALK MARKING 2 : 1 1
: DETAIL 2 1
SPECIAL EMPHASIS AND STANDARD CROSSWALKS 2 1 0
2 SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/09 E 17346 9 R NO. SHEET 10
NO.
INDEX
17346
- 2 1 1 W 100' of 6" Solid White
A W 1 1 - 2 40'
W 1 6 - 7 p L
- p 7 6 1 L W
40'
A
- 2 1 1 W Plans shall indicate which crosswalk scheme is to be used. 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'. All mid-block crosswalks shall use special emphasis crosswalk markings. Crosswalk marking should utilize preformed marking materials. Crosswalk Signalized SCHEME 3 1. 2. 3. 4.
SPECIAL MARKING AREAS SPECIAL MARKING AREAS 100' of 6" Solid White
W 1 1 - 2
200 250 300
DISTANCE (Ft.) DISTANCE
A-SUGGESTED
26 To 35 To 26 45 To 36
25 Or Less Or 25
SPEED MPH SPEED APPROACH 2013
W 1 1 - 2 FDOT DESIGN STANDARDS W 1 6 - 7 p L
W 1 1 - 2
W 1 6 - 7 p L Crosswalk SCHEME 2 with Stop Signing
40' S TO P R H E R E 1 - 5 b L
F O R A SCHEME 1 Crosswalk 100' of 6" Solid White A with Warning Signing with Warning 100' of 6" Solid White
W DESCRIPTION: I 1 1 2 I S E R V N - O W 1 1 - 2
AH E AD W 1 6 - 9 p AH E AD W 1 6 - 9 p LAST
REVISION
01/01/12
.
/ / : : t j \ \ : \ t \ \ \
r r r r r - - s s s s c e a a a a 2 1 0 2 8 2 6 1 3 1 1 2 1 0 6 9 d h o p d o d d n 0 0 3 7 1 y d n g d 0 1 6 4 3 7 1 P C w M 15' 25' TURN LANES CURBED AND UNCURBED MEDIANS
URBAN CONDITIONS RURAL CONDITIONS
Taper 50' Design Brake To Total Brake To Total Begin Lane Line Clearance Clearance Clearance L1 L2 Speed Stop Decel. Stop Decel. Stop Bar (If Required) Distance Distance Distance Queue Length ** (mph) Distance Distance Distance Distance L L1 L2 L L3 L2 L L3
35 70' 75' 145' 110'
40 80' 75' 155' 120' SINGLE LEFT TURNS ** Queue Length Is Measured From 45 85' 100' 185' 135' The Median Nose Radial Point Or, When A Stop Bar Is Required, From 50 105' 135' 240' 160' 185' 290' 160' The Stop Bar. 55 125' 225' 350' 195'
60 145' 260' 405' 230' 15' 25' 65 170' 290' 460' 270'
Begin Lane Line Taper 100' Begin Lane Line
L1 L2 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 24" White 25' 6" White (Typ) n g Varies 150' To 200' d . 3 Arrows 1 1 - 6
4 15' 3 7 1 \ s -
0 6" White 25' 0 3 7 1 \
y Arrow should be evenly spaced between first and last arrow. Turn a w lanes longer than 200' add one arrow for each 100' additional length. d a 15' 25' 25' o r \ s d r a d The ONLY pavement message is required Through Lane Becomes Exclusive Left Turn ARROW SPACING n a t for turn lanes, where the thru lane becomes s \
s turn lane. t c e j NOTES: o r p \ d 1. The "Begin Lane Line" locations are based on the standard lengths \ :
C shown in Design Standard 301. These locations must be adjusted on a case by case basis for turn lanes not meeting the standard lengths.
2. Yellow left turn edge marking may be used adjacent to raised curb or h r
0 grass medians if lane use is not readily apparent to drivers approaching
6 15' 25' 9 a left turn storage lane. d r
3. Refer to Design Standard Index 301 for Roadway Details. Through Lane Becomes Optional Left Turn M
P 4. This Index also applies to right turn lanes.
3 3 : 1 1 : 2 1 DOUBLE LEFT TURN MARKINGS 2 1 0 2 / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/09 E 17346 11 R Public Sidewalk Curb Ramp Sign No FTP-21-06 and FTP-22-06 GENERAL NOTES (Signalized & Nonsignalized)
1. For entrances to a one-way street, the Sidewalk downstream restriction may be reduced to 20'.
2. Parking shall not be allowed within 20' of a crosswalk. ' 8 3. All parking lane markings shall be 6" white. A B 22' 22' 22' 22' UpStream DownStream 6" White 4. Parking lane lines shall be broken at driveways.
5. Refer to Chapter 316, Fla. Statutes, for laws Drivers Eye Location governing parking spaces. BLUE E E E E 6. Where curb and gutter is used, the gutter pan width T
T 6" U U I I L
L 2" may be included as part of the minimum width of H H
6" B B parking lane, but desirably the lane width should be in W W WHITE addition to that of the gutter pan. " " " " 6 6 6 6 " " 2 2
Sign No FTP-21-06 Public Sidewalk and FTP-22-06 Curb Ramp Sign No FTP-21-06 SPEED DOWN STREAM (B) UP STREAM (A) and FTP-22-06 MPH 2 LANE 4 LANE 0-30 85' 60' 45' TYPE I
Sidewalk Sidewalk 35 100' 70' 50' No Parking Zone - Yellow Curb (Optional) '
8 1 0 6" White(Typ) 9 NOTES Y 8' Y 8' 9' 9' 9' 9' 9' 12' 12' 12' 12' 9' 9' 9' 1. Distances measured longitudinally along the street from driver location 20' 5' 5' of entering vehicle to end of parking restriction. 3-6" White Chevrons Min.
E TYPE II
Equally Spaced Per Aisle. T 2. Distances applicable to intersecting street, major driveways and other
I No Parking Zone - driveways to the extent practical. 6 H 0 Yellow Curb (Optional)
W 3. For nonsignalized intersections, the values above shall be compared E E E E E E U T with the values for signalized intersections and the maximum restrictions U T U
I 8' U L Y I L Y L
L WHITE implemented. These restrictions apply to both accessible and E B H E B H B B U
U 22' W nonaccessible parking. 20' 20' W L L TO B B 26' " " " "
" All Spaces 6 " " " " 6 6 6 6 6 6 6 6 " " "
" 22' Min. & 26' Max. " " " 6 2 2 6 6 2 2 " " 2 2 MINIMUM PARKING RESTRICTION FOR n Sign No FTP-21-06
g TYPICAL d . and FTP-22-06 NONSIGNALIZED INTERSECTIONS TYPE III 2
1 Public Sidewalk Curb Ramp -
6 No Parking Zone - 4 3
7 Sidewalk Yellow Curb (Optional) 1 \ s - 0 0
3 8' Min. "D Y Y 7
1 " * ' " ' ' ' ' \ 9 6" White 9 9 9 y 2 A ' " a (Typ) 1 5 w d a o r "E" "C" "B" \ s d r SPEED LIMIT SIGNALIZED a d ' n * MPH INTERSECTIONS a 5 t FOR ACCESSIBLE MARKINGS - SEE ABOVE s DISTANCE FROM \ s 0-30 30' t CURB RADIUS (Y) c "DIMENSIONS" e ' j 3 o r »¿ "A" "B" "C" "D" "E" 35 50' p \ d
\ 45 19'-1" 12'-9" 7'-0" 27'-0" 17'-0" :
C PARKING RESTRICTION (FT.) FOR 60 20'-1" 10'-5" 5'-9" 23'-2" 13'-10" SIGNALIZED INTERSECTION
2.7 s.f. NOTES: 1. Dimensions are to the centerline of markings. 4" 4" 4.53 s.f. h r 2. An Access Aisle is required for each accessible space when angle 0 NOTES: 6
9 parking is used. d r 1. Parking restrictions measured from curb radius point. 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 2. Restrictions for accessible parking are the same as M
P symbol shall be 3' or 5' high and white in color. those applied to nonsignalized intersections.
6 4. Blue pavement markings shall be tinted to match shade 15180 of Federal 3 :
1 Standards 595a. 1 : 2 1 5. The FTP-22-06 panal shall be mounted below the FTP-21-06 sign. UNIVERSAL SYMBOL MINIMUM PARKING RESTRICTION FOR OF ACCESSIBILITY SIGNALIZED INTERSECTION
2 PAVEMENT MARKING FOR PUBLIC 1 0
2 SIDEWALK CURB RAMPS IN REST AREAS / 8 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/09 E 17346 12 R 6 / 2 8 / 2 0 1 2 1 2 : 1 1 : 3 8 P M r d 9 6 0 r h C : \ d \ p r o j e c t s \ s t a n d a r d s \ r o a d w a y \ 1 7 3 0 0 - s \ 1 7 3 4 6 - 1 3 . d g n 07/01/09
REVISION LAST
R E V I S I O N DESCRIPTION: Markings Vibratory EdgeLine 6" WhiteAudibleand Markings Vibratory EdgeLine 6" WhiteAudibleand Markings Vibratory EdgeLine 6" WhiteAudibleand Edge LineMarkings Audible andVibratory Audible andVibratory6"Line 2'-6" Std. ThermoMarkings Std. ThermoMarkings 2'-6" C i t y L i m i t o r U r b a n B o u n d a r y Std. ThermoMarkings Std. ThermoMarkings FDOT DESIGN STANDARDS TYPICAL CITYCONNECTINGLINKORURBANIZEDAREA TYPICAL RURALINTERSECTIONWITHTURNLANES City connectionLinkorUrbanized(UnincorporatedCity) 2013 No AudibleandVibratoryMarkings AUDIBLE ANDVIBRATORY MARKINGS Std. ThermoMarkings Std. ThermoMarkings Markings VibratoryEdgeLine 6"WhiteAudibleand SPECIAL MARKING AREAS
TYPICAL RURALINTERSECTION WITHOUTTURNLANES Markings Std. Thermo Std. ThermoMarkings Std. ThermoMarkings C i t y L i m i t o r U r b a n B o u n d a r y Markings Vibratory EdgeLine 6" WhiteAudibleand Edge LineMarkings Audible andVibratory
» ¿ S i d e R o P a v e d E n t r a n c e Markings Vibratory EdgeLine 6" WhiteAudibleand Markings Vibratory EdgeLine 6" WhiteAudibleand Markings Std. Thermo 2 LANEROADWAYS Markings Vibratory EdgeLine 6" WhiteAudibleand
17346 INDEX NO.
13 SHEET NO. 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. The Height Of The Transverse Bar For Markings Shall Be A Minimum Of 0.45 Inches Above 6" White Skip The Pavement Surface At The Edge Of The Marking. Traffic Flow Std. Thermo.
3. Transverse Bars Shall Be Evenly Space In The Marking At Intervals Of 30 Inches Center To Center. 6" Yellow Edge Line Std. Thermo. 4. 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 Vibratory Edge Line Markings 5. 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.
Traffic Flow 7. 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 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. n g d . 4 1 - 6 4 3 7 1 \ s
- 6" White Audible and
0 6" White Audible and 0 Vibratory Edge Line Markings 3 Vibratory Edge Line Markings 7 1 \ y a w d a o 6" White Skip 6" White Skip r Traffic Flow \
s Std. Thermo Std. Thermo.
d 6" Yellow Edge Line r a Std. Thermo. d n a t s \ s t c e
j 6" Yellow Audible and o r Vibratory Edge Line p
\ 6" Yellow Audible and 6" Yellow Audible and d Markings 6" Yellow Audible \
: Vibratory Edge Line Markings Vibratory Edge Line Markings
C and Vibratory Edge Line Markings
6" White Skip 6" Yellow Std. Thermo. h r
0 Edge Line 6
9 Std. Thermo. d Traffic Flow r
6" White Audible and 6" White Audible and
M Vibratory Edge Line Markings Vibratory Edge Line Markings P
0 4 :
1 6" White Audible and 1 :
2 Vibratory Edge Line Markings 6" White Edge Line 6" White Edge Line 1 Std. Thermo. Std. Thermo. 2 1 0 2 / AUDIBLE AND VIBRATORY MARKINGS 8 MULTI-LANE ROADWAYS 2 / 6
LAST N DESCRIPTION: INDEX SHEET O
I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V 2013 07/01/10 E 17346 14 R