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17346 1 Special Marking Areas

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17346 1 Special Marking Areas 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 6/28/2012 12:11:14 PM rd960rh C:\d\projects\standards\roadway\17300-s\17346-02.dgn 01/01/10 REVISION LAST REVISION 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' 100' 100' 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' Unpaved Rd. Above TheEdgeOfPavementGrade Generally TopOfPostShouldBe4' Minor Road 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. 6/28/2012 12:11:16 PM rd960rh C:\d\projects\standards\roadway\17300-s\17346-03.dgn 07/01/09 REVISION LAST For Crosswalk 12" White Only Intersection At Signalized Use StopBar REVISION DESCRIPTION: 24" White 25' 24" White 50' Min For Crosswalk 12" White 6" White Min 75' For Crosswalk 12" White 6" White FDOT DESIGN STANDARDS 6" DblYellow 75' Min TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS (WITH SINGLELANELEFTTURNCHANNELIZATION) 6" DblYellow 2013 TWO WAY LEFT TURN LANE For Crosswalk 12" White exclusive turninglanecannotbedetermined. point oftransitionfromthetwo-wayturninglaneto length betweenintersectionsislimitedandapermanent For useincongestedurbanareaswhereavailablestorage 300'Max.IntervalsBetweenDoubleArrows storage lanelengthcanbespecificallydetermined. For useinrural&suburbanareaswhereanadequate 50' 8' SPECIAL MARKING AREAS 12' Radius Point 10' 18" 8' 10' For Crosswalk 12" White 45 25' 6" Yellow 1 0 6" YellowSolid 6" YellowSkip 6 ' ' S 300' Max.IntervalsBetweenDoubleArrows M t a i n n i d m a u r m d 8' S i SCHEME ONE SCHEME TWO d e w a 12' l k Ra m p 8' C P u u r b b l i c R a S m i d p 17346 e INDEX w NO. a l k 3 SHEET NO. 24" White Stop Line 12" White These markings may be used Crosswalk for locations with restricted Lines 8" White left turn lengths, only when called for in plans. 6" Yellow 12" White Crosswalk 6'-10' Skip Lines 6" White 24" White Stop Line 8" White 18" White Chevrons 10' center to center spacing 6" White ' 6" Dbl Yellow 12" White 5 2 Crosswalk 6" Yellow Lines 6" White 18" White Chevrons Median Edge 10' center to center spacing x a APPLIES TO ONE WAY LEFT M Median Edge TURN LANE ALSO ' 6" White 0 0 1 8" White ' 5 2 ' 8" White 0 5 6" White Skip ONLY . x a M 6" White ' 0 RESTRICTED LEFT TURN MARKING 0 1 6" White Skip ONLY ) RIGHT TURN LANE AND n i RIGHT TURN LANE DROP AND ISLAND DETAILS ISLAND DETAILS M ( LEFT TURN LANE DROP IS MIRROR IMAGE ' 0 0 1 n g 100' Minimum or as determined d . 4 by L=WS 0 - 6 4 WS² 3 (L = < 45 mph) where 7 60 24" White Stop Line 12" White 1 \ s - 0 W is the lateral offset in feet and 0 3 S is the 85th percentile speed in 7 1 miles per hour (speed limit) \ 4' Min. y a . w n d For left turn storage lane detail Varies i a o M r see sheet 3 of this index. 24" White \ ' NOTES: s Stop Line 4 d r a d 1. When public sidewalk curb ramps are present, refer n a t Index No. 17344 and Index No. 304 for crosswalk s 50' Min. s s \ (Side Street) widths. s e e t . i i c ' n r r e i j 0 a a o 2. Double yellow longitudinal center lines on all M 5 r V V p roadway approaches shall be extended back 100' \ d \ for projects involving intersection improvements only. : C . n i 3. When specified, "stop" message shall be placed 25' M back of stop lines. 24" White Stop Line ' Varies 6" Dbl Yellow 4 h r 4' Min. 0 Width of crosswalk to equal width of the 6 9 adjacent sidewalk, but not less than 6' d r 6" White 24" White Stop Line M P 8 1 : 1 1 : 2 1 STOP BARS, CROSSWALKS AND DOUBLE CENTER LINE DETAILS 2 TYPICAL INTERSECTION 2 THRU LANES 1 0 2 PLUS LEFT TURN LANE, WITH CROSSWALK / 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 4 R HIGHWAY HIGHWAY R6-3 R6-3 DIVIDED DIVIDED R1-1 200' R6-1L R1-1 R6-1R R6-1L R6-1L R6-1L 24" White 24" White R1-2 R6-1R R6-1L 6" White NOSE WIDTHS UNDER 30' Nose Width NOSE WIDTHS 30' AND GREATER Nose Width Nose Width Nose Width R6-1L 6" White 24" White R6-1R R1-2 24" White R6-1L R6-1L R6-1L R6-1R R1-1 200' ONE WAY signs (R6-1) are not ordinarily R6-1L needed at divided highway intersections R1-1 with nose widths of less than 30', DIVIDED and should be installed only if specifically R6-3 called for in the plans. FIGURE 1 FIGURE 2 DIVIDED HIGHWAY R6-3 ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS HIGHWAY el Trav n of ectio n Dir g d . Standard No-Passing 6" Yellow Edge Line 5 0 - l 6 e f Trav 4 o ection Y 3 ir 6" Double Yellow D 6" White Edge Line 7 1 \ s - 0 0 Median Or Island 3 7 20' 1 45 \ y 18" White a w d a o r 45 Gore Area \ s d Beginning of Physical Gore Varie r s a 45 d To n B e Det a ermin t 18" Yellow ed In s F V ield \ aries s t To c Be D e eterm j ined I o n Fie 6" Double Yellow 6" Yellow Edge Line r ld p \ POSTED (DAY) d "Y" \ : SPEED LIMIT C ft.
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