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 " '- ' 9 13 ' 9 8 ' '- 3 4" ' " ' 5 " 4 5 6 ' 12 32 5 '- " R2 . 4 9 6 '- ' " ' 1' 1 7 4 8 3 " 5 . R '- 3'-4" 3'-8" 1' 1' 5 23 2 8" R R1=3'3.375" R1=2' 11" ' R2=2'3.563" 3' 1' 5 . R2=1' 11" 6'-4" 16 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 separated from the pavement message by a distance of 25' (Base of the 24 s.f. dgn . arrow to the base of the message). Stop message shall be placed 25' 01 from back of stop line. - TYPES OF PERMANENT LONGITUDINAL LINES BASIC COLOR RULE: 17346 \ s - 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 17300 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 6" With 30' Gaps 1 nd 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" 20' 20' 20' 20' 6" ec 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 6" d960 Solid White Channelizing Line r Double Solid Yellow (Or White) 6" & 8" 4" M A 34 : 6" 3' Skip 9' Gap Lane Drop Markings At Yield Lines 5-18" X 27" White triangles facing traffic 48 : Interstate Ramps equally spaced within travel lane with 1 additional triangle 11 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" 3' 3'3' 3' 3'3' 3' 3' 3'3' 3'3' 3'3'3' 10' 10' 10' 10' 10' 2011 / 30 / 12 LAST DESCRIPTION: INDEX SHEET ON I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V FY 2012/2013 01/01/12 E 17346 1 R Edge of Travel Way Traffic Flow 10' 30' 6" White Edge Line Travel Way 6" Yellow (6'-10' Skip) 6" Yellow Edge Line Edge Line 6'-10' Curb Use Yellow Delineators On Extension Sides Facing Cross-Over »¿ M Gutter Centerline 6' 6' Use Green Delineators On Sides Past Facing Away From Cross-over Radius Generally Top Of Post Should Be 4' Point Above The Edge Of Pavement Grade Begin Extension At Radius Point 6" Yellow Edge Line Traffic Flow 6" White Edge Line 6" White Skip 6" 2" Gutter (If Applicable) PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER Edge Line Edge of Travel Way PLACEMENT OF EDGE LINES End At Radius Point NOTE: dgn . Paved 02 Road - Markings applied to median noses shall be yellow in color. Radius . ' d Point R 17346 \ d s 100 - e v a 17300 np \ y U a 6" White Edge Line 6" White w d 6" White 6" White a o r \ s 6" Yellow Edge Line 6" Yellow Edge Line d 6" White Skip r 6' a 6' nd 6" Yellow Edge Line 6" White 6" Yellow Edge Line a t s Full Lane \ s t 6' Delineator Post Grassed Median With Or Width ec 6' j o Full Lane Without Curb r p Width Delineator Post \ d Delineator Post :\ C 6" White Line 6" Yellow Edge Line 6' - 10' Skip 6" White Edge Line 6" Yellow Edge Line R3-4 h r 6" White Edge Line d960 r See Detail See Detail d ' a o R 100 M End At Radius r A Paved Paved Point Road no 35 : Road i M 48 : 11 Radius PAVEMENT MARKINGS FOR INTERSECTIONS Point WITH MAJOR AND MINOR ROADS 2011 / 30 / 12 LAST DESCRIPTION: INDEX SHEET ON I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V FY 2012/2013 01/01/10 E 17346 2 R 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 dgn . 03 - 17346 \ s - 17300 \ 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 nd a t s \ s t ec j p o m r P a ub p R \ C li d u c r S :\ b i C R d a ew m a p l k 6 ' 10 M i h ' n r S im ta u nd m a d960 r r 12" White d For Crosswalk M A 36 : 48 : 12" White 11 For Crosswalk TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS 2011 / 12" White 30 For Crosswalk / 12 LAST DESCRIPTION: INDEX SHEET ON I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V FY 2012/2013 07/01/09 E 17346 3 R 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 25 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 100 8" White ' 25 ' 8" White 50 6" White Skip ONLY . x a M 6" White ' RESTRICTED LEFT TURN MARKING 100 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 ' 100 100' Minimum or as determined dgn . by L=WS 04 - WS² (L = 60 < 45 mph) where 24" White Stop Line 12" White 17346 \ s - W is the lateral offset in feet and S is the 85th percentile speed in 17300 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 1. When public sidewalk curb ramps are present, refer nd 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 ' n r r ec i j a a o 2. Double yellow longitudinal center lines on all M 50 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. Width of crosswalk to equal width of the adjacent sidewalk, but not less than 6' d960 r 6" White 24" White Stop Line M A 36 : 48 : 11 TYPICAL INTERSECTION 2 THRU LANES STOP BARS,CR OSSWALKS AND DOUBLE CENTER LINE DETAILS 2011 / PLUS LEFT TURN LANE, WITH CROSSWALK 30 / 12 LAST DESCRIPTION: INDEX SHEET ON I FDOT DESIGN STANDARDS REVISION NO. NO. S I SPECIAL MARKING AREAS V FY 2012/2013 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.