1"

8' 8' 8' 8' 8' 8'

4" 4" 4" 4" 4" 4" 19 s.f. 27 s.f. 22 s.f. 22 s.f. 23 s.f. 25 s.f. 6" White Edge Line 10' 30'

Traffic Flow

R 7'

10'

2'-7" 8" 6" Yellow Edge Line 2'-8" 6" Yellow (6'-10' Skip) 3'-3" 8' 5'-3" 5'-3" 8" 7'-6" 6'-10'

Use Yellow Delineators On Sides 30" 8'-2"

23'-6" Extension

9'-10" Facing Cross-Over C x R 6' L Median 3'-7" 5'-6" 13'-1" 6' x R 4" 4" 2'-4" Use Green Delineators On Sides 36 s.f. 16'-6" 3'-3" Generally Top Of Post Should Be 4' 21 s.f. Facing Away From Cross-over 4'-7" 12" Past Radius Above The Edge Of Pavement Grade Point

12" 7'-10"

12' x

5'-7" Begin Extension At Radius Point 6" 30" 6" Yellow Edge Line x 12 s.f. 16 s.f. R 12" 2'-6" 23 s.f. 2'-4" Right Turn Arrow To Be Reversed Traffic Flow 6" White Skip 11 s.f. 6" White Edge Line

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 Markings applied to median noses shall be yellow in color.

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 Edge of Travel Way a light-colored pavement does not provide sufficient contrast with the markings.

6" Yellow Edge Line 6" White Travel Way Full Lane Solid Yellow Edge Line 10' Skip 30' Gaps White Lane Line Width 6" 30' 30' 30' 30' 6" Delineator Post Edge Line 6' Curb 10' 10' 10' 10' 10' 6" Yellow Edge Line R3 4 Centerline Gutter 2' Skip 4' Gap Dotted Line (Turning Guide Line) Solid White Edge Line or Lane line 6" 6" Paved Road Paved Road 100'

6' Skip 10' Gap Extension Of Edge Line Through Two-Lane Passing Prohibited (Yellow) Cross-Over Area

6" 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 6" 6" White 6" White Unpaved Rd. 4" 6" 6" White Skip 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' Gutter 6" 2" 6" Yellow Edge Line 6" Yellow Edge Line (If Applicable)

Double Solid Yellow (Or White) 6" White Solid White Channelizing Line 6' Grassed Median With Or 6" Full Lane Width Without Curb 4" 6"-8" Delineator Post 6" 6" White Line Begins Opposite Radius Point 6" Yellow Edge Line Edge Line Edge of Travel Way 6' - 10' Skip 6" White Edge Line 3' Skip 9' Gap Lane Drop Markings At Interstate 10' Skip 30' Gap Yellow Centerline Ramps End At Radius PLACEMENT OF EDGE LINES 30' 30' 30' 30' 6" 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 8" Point 10' 10' 10' 10' 10' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 100'

Radius Point Minor Road TYPES OF PERMANENT LONGITUDINAL LINES Paved Road

CONTRAST MARKINGS PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS

10' White Skip With Black Contrast, 10' White Skip With 10' Black Contrast and 20' Gaps 1 1 With 30' Gaps 2 Black Contrast 10' Black Contrast

30' 30' 30' 6" 9" 20' 20' 20' 20' 6" 10' 10' 10' 10' 10' Last 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 2006 FDOT Design Standards Sheet No. Revision 07/01/05 1 of 13 SPECIAL MARKING AREAS Index No. 17346 6" Yellow Skip

6" Yellow Solid 50' Min 75' Min 50' 8' 12' 8'

24" White

6" White 6" Dbl Yellow 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 Use Stop Bar At exclusive turning lane can not be determined. Signalized Intersection Only

Radius Point

10' 10' 25' 8' 8'

12' 25' 6" Yellow 6" White

24" White 18" 6" Dbl Yellow 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

12" White Sidewalk For Crosswalk

Public Sidewalk Ramp Curb Ramp

12" White 6' Minimum For Crosswalk 10' Standard

12" White 12" White For Crosswalk For Crosswalk

TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS

12" White Last 2006 FDOT Design Standards Sheet No. For Crosswalk Revision 07/01/05 2 of 13 SPECIAL MARKING AREAS Index No. 17346 These markings may be used for locations with restricted left turn lengths, only when

6'-10' Skip called for in plans. 6" White

18" White 10' center to center spacing for Chevrons

8" White 8" White

6" Dbl Yellow 18" White 10' center to center spacing 25' 6" Yellow Median Edge for Chevrons 25'

Median Edge ONLY APPLIES TO ONE WAY LEFT 100' Max TURN LANE ALSO 6" Yellow 50' 6" White Skip

100' Max. 8" White

6" White

ONLY 6" White

RESTRICTED LEFT TURN MARKING 6" White Skip

8" White

RIGHT TURN LANE DROP AND ISLAND DETAILS RIGHT TURN LANE AND LEFT TURN LANE DROP IS MIRROR IMAGE ISLAND DETAILS

100' Minimum or as determined by L=WS 100' (Min)

WS 2 (L = 45 mph) where 24" White Stop Line 60

W is the lateral offset in feet and

S is the 85th percentile speed in 4' Varies 24" White Stop Line miles per hour (speed limit)

For left turn storage lane detail NOTES: see sheet 2 of 13 of this index. Varies Varies 1. When public sidewalk curb ramps are present, refer Index 17346 and Index No. 304 for crosswalk widths.

50' 24" White Stop Line Min. 2. Double yellow longitudinal center lines on all roadway approaches shall be extended back 100'

Width of crosswalk to equal width of the for projects involving intersection improvements only. 6" Dbl Yellow adjacent sidewalk, but not less than 6' 3. When specified, "stop" message shall be placed 25' 50' Min. 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

Last 2006 FDOT Design Standards Sheet No. Revision 07/01/05 3 of 13 SPECIAL MARKING AREAS Index No. 17346

HIGHWAY HIGHWAY

R6-3 DIVIDED R1-1

R6-3 DIVIDED

200'

R1-1 R6-1R 24" White

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 ONE WAY signs (R6-1) are not ordinarily R6-1R needed at divided highway intersections DIVIDED 24" White 200' R1-1 with nose widths of less than 30', DIVIDED and should be installed only if specifically R6-3 called for in the plans. R6-3 HIGHWAY

FIGURE 1 HIGHWAY FIGURE 2

NOSE WIDTHS UNDER 30' ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS NOSE WIDTHS 30' AND GREATER

Direction of Travel

6" Yellow Edge Line Standard No-Passing Y Direction of Travel 6" White Edge Line 6" Double Yellow

Median Or Island 20' o 45 18" White

Gore Area 45 Beginning Of Physical Gore Varies 45 To Be Determined In Field 6" Double Yellow 18" Yellow 6" Yellow Edge Line Varies Direction of Travel To Be Determined In Field 8" Single White

Direction of Travel 6" Yellow Edge Line

PAVEMENT MARKING FOR TRAFFIC SEPARATION

(TRAFFIC FLOWS IN OPPOSING DIRECTIONS)

POSTED (DAY) "Y" SPEED LIMIT PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE ft M.P.H. (TRAFFIC FLOWS IN SAME DIRECTION) 30 OR LESS 10

35 20

40 20

45 30

50 OR MORE 40

Last 2006 FDOT Design Standards Sheet No. Revision 04 4 of 13 SPECIAL MARKING AREAS Index No. 17346 5 of 13 Sheet No. Index No. 17346 Last

Revision W4-2L

W4-2R Median 07/01/05

25' 45 4 4 / / A A PAVEMENT MARKING DETAIL

A W9-1

A

ENDS

LANE 6" Yellow Skip RIGHT

Begin Taper

Skip W9-2 Begin Taper

6" Yellow

2006 FDOT Design Standards

LEFT

MERGE LANE ENDS LANE 80' SPECIAL MARKING AREAS

LEFT ROADWAY CENTERED ON EXISTING ROADWAY LEFT ROADWAY CENTERED 6" White Edge Line 6" White Edge Line W4-2 W4-2 1 L Direction of Travel

6" Yellow Edge Line 1 W9-1 & W9-2 are supplemental to the W4-2 sign and W9-1 & W9-2 are supplemental to the W4-2 sign may be deleted if space is not available. The W9-1 installed. should be used if only one supplemental sign is NOTE:

L / 4 LANE ROADWAY LANE 4 / RIGHT ROADWAY CENTERED ON EXISTING ROADWAY 6" White Edge Line 6" Yellow Edge Line Point Where Pavement Begins To Narrow W 8" Solid W White Delineators Shall Be Used Throughout The Transition Where 85th Percentile Approach Speeds Are Greater Than 50 m.p.h. Y 10 40 20 20 30 "Y"

(FT.) W6-2 45 40 45 35 M.P.H.

TYPICAL TRANSITION MARKING 50 OR MORE SPEED LIMIT 30 OR LESS

POSTED (DAY) COLOR SHALL BE THE SAME AS RESPECTIVE EDGE LINE LINE EDGE RESPECTIVE AS SAME THE BE SHALL COLOR

18" Solid W6-3 750 450 950 650 850 "A" 80' (FT.)

250' W6-2 250'

15:1 Std. Taper 40 45 50 55 30 SPEED M.P.H. (4:1 Minimum Not Less Than 50') 15:1 Taper

4:1 Minimum, Not Less Than 50') 4:1 Minimum, Not Less Than

( W6-3 DO NOT

ENTER

14 R4-7 910 210 770 700 840 375 630 R4-7 285 DO NOT R5-1

SCHEMES FOR TRANSITION - 2 LANE 13 715 195 780 845 650 585 265 ENTER 350 1 R5-1 12 180 780 660 600 540 720 245 320 11 Design Speed Lateral offset 715 165 660 495 605 295 550 225 (FEET) 10 150 600 270 650 450 500 550 205 TRANSITION DISTANCE L 250' 250' White Delineators Shall Be Used Throughout The Transition Where 85th. Percentile Approach Speeds Are Greater Than 50 m.p.h. 9 185 135 495 540 405 450 240 585 ) 8 165 120 215 440 480 400 360 520 40 MPH V 2 W

WS 60 60 40 65 45 50 55 30 35 S MPH = 1 1 L ( L =WS (45 MPH or Greater)

W6-1 W6 - 1 Stop Bar Perpendicular To Edge Stop Bar Perpendicular To Of Travelway Or 8' From & 10' Edge Of Travelway Or 8' 6" Yellow Min Parallel To Gate When Present 8' From & Parallel To Gate 12' 24" White Min. When Present. 8' 6" Dbl Yellow

24" 12' 10' 24" Min. Min DO NOT DO NOT STOP STOP The Railroad Traffic Control Device 30" ON 30" ON Is To Be Located A Minimum Of 12' TRACKS TRACKS From The Railroad Centerline. See R8-8 R8-8 Index No. 17882 For Protection Devices. For Use Near For Use Near 10' Signalized Intersections Signalized Intersections Min 12' Min. 8' 10' 6" Yellow 8' Min. The Railroad Traffic Control Device 24" 12' Min. Is To be Located A Minimum Of 12' White From The Railroad Centerline. See 24" White Index No. 17882 For Protection Devices. A A 24" White 6" Double Yellow 24" White 50' 50'

24" White R R See note 3, 4 & 5 for sign placement 24" White R R See notes 3, 4 & 5 for sign placement. W10-1 W10-1

RAILROAD CROSSING AT 2-LANE ROADWAY RAILROAD CROSSING AT 4-LANE ROADWAY

NOTES:

1. When computing pavement messages, quantities do not include 24" transverse lines.

See Detail This Sheet For Placement Of 12" 2. When dynamic devices are not present or are to be installed,the Width May Vary Railroad Pavement Markings. crossbuck shall be located at the future location of the RR gate According To Lane Width. or signal and gate in accordance with Index No. 17882.

20' 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 White | W10-1 sign & additional Pavement message should be used.

6'

20'

6' 4. Recommended location for FTP-61-04 or FTP-62-04 sign, 100' urban

45^ 18" YELLOW & 300' rural in advance of the crossings. 16" 50' Min 6" Yellow 5. A portion of the pavement marking symbol should be directly opposite the W10-1 sign.

20' NOTE: SPEED " A " MPH IN FT Pavement Markings symmetrical about centerline 60 400 4" 55 325 50 290 45 175 24" 89 s.f. Does not include 24" bars. 40 125 35 100 PAVEMENT MARKINGS FOR TERMINATION 30 75 URBAN 50 MIN. TYPICAL PAVEMENT MARKINGS FOR R/R CROSSING OF TWO WAY LEFT TURN AT R/R CROSSINGS

Last 2006 FDOT Design Standards Sheet No. Revision 07/01/05 6 of 13 SPECIAL MARKING AREAS Index No. 17346 W3-2 24" Min(Typical) A

R1-5 24" 4' Min. Min. 4'

SPECIAL EMPHASIS CROSSWALK YIELD MARKINGS

SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION

W16-7p

W11-2

SPECIAL EMPHASIS CROSSWALK 24"

24" 4' Min. 4' Min. 24"

APPROACH SPEED MPH

46 To 55

36 To 45

25 To 35 27" 18" ALL CROSSWALKMARKINGSAREWHITE SEE NOTE4FORMINIMUMWIDTHS

A SUGGESTED DISTANCE (Ft) using samespacingwhenabikelaneispresent. equally spacedwithintravellanewith1additionaltriangle Yield Lines5-18"X27"Whitetrianglesfacingtraffic

500

350

275 W11-2 CURB RAMP SIDEWALK PUBLIC

SPECIAL EMPHASIS CROSSWALK MID BLOCK-SIGNALIZED A 40' Min.

W16-7p

W11-2

SIDEWALK 24"

24" 12" 24" SPECIAL MARKING AREAS 24"

W16-7p

W11-2 2006 FDOTDesign Standards 40' Min. A MidBlockCrosswalk10'. 4. Crosswalkminimumwidths:Intersection6'. 11200through17356. 3. Forpavementmarkingandsigninstallation,refertoIndexes 2. Forpublicsidewalkcurbramps,refertoIndexNo.304. No.17721through17890. 1. Fortrafficandpedestriansignalinstallation,refertoIndex

6" Double Yellow W11-2 W11-2 A

SPECIAL EMPHASIS CROSSWALK TWO LANE NON-SIGNALIZED GENERALNOTES

W16-7p

W11-2 24" 24"

W16-7p W11-2 07/01/05 Revision A Last 17346 Index No. Sheet No. 7 of13 W11-2