pavement marking design manual

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    speed

    (mph)

    Advance

    Placement

    Distance,

    D (ft)

    Merge

    arrow

    spacing,

    A (ft)

    25 325 40

    30 460 40

    35 565 40

    40 670 80

    45 775 80

    50 885 80

    55 990 120

    60 1100 120

    65 1200 120

  • Posted

    speed

    (mph)

    Advance

    Placement

    Distance,

    D (ft)

    Merge

    arrow

    spacing,

    A (ft)

    25 325 40

    30 460 40

    35 565 40

    40 670 80

    45 775 80

    50 885 80

    55 990 120

    60 1100 120

    65 1200 120

  • Posted

    speed

    (mph)

    Advance

    Placement

    Distance,

    D (ft)

    Merge

    arrow

    spacing,

    A (ft)

    25 325 40

    30 460 40

    35 565 40

    40 670 80

    45 775 80

    50 885 80

    55 990 120

    60 1100 120

    65 1200 120

  • Posted

    speed

    (mph)

    Advance

    Placement

    Distance,

    D (ft)

    Merge

    arrow

    spacing,

    A (ft)

    25 325 40

    30 460 40

    35 565 40

    40 670 80

    45 775 80

    50 885 80

    55 990 120

    60 1100 120

    65 1200 120

  • Table of ContentsForewordChapter 1. IntroductionPurposeAbbreviationsDefinitionsPavement Marking Plan Review Checklist

    Chapter 2. Standard Notes, Symbols, Line Styles, Arrows, and WordsGeneral Notes for Pavement Marking PlansRaised Pavement Marker (RPM) SymbolsTypical Line Styles for Pavement MarkingsTypical Line Styles for Pavement Markings (WB and WS Series)Typical Line Styles for Pavement Markings (WG, YG and YDS Series)Typical Line Styles for Pavement Markings (YSB and YB Series)Typical Line Styles for Pavement Markings (YS and YDB Series)Typical Line Styles for Pavement Markings (Transverse Line Details)Lane-Use Arrow and Symbols DetailsPavement Markings for Bicycle Facilities DetailsWrong-Way Arrow, Merge Left Arrow, and ONLY DetailsPavement Words DetailsStop Word DetailRR Legend Details Single LaneRR Legend Details Multi Lane

    Chapter 3. Longitudinal Pavement Marking ConfigurationsTypical Detail for 2-Lane Roadways with Passing and No-Passing ZonesProcedure on Establishing No-Passing ZonesTypical 4-Lane Roadway Pavement Marking DetailTypical Divided Roadway Pavement Marking DetailTypical TWLTL Pavement Marking DetailTypical TWLTL with Exclusive Turn at Intersection Pavement Marking DetailTypical Reversible Lane Pavement Marking DetailEdgeline Details and Notes

    Chapter 4. TransitionsTypical Taper Transition for a LT LaneTypical Transition for a Left-Turn Lane (Symmetrical Widening)Transitions from TWLTLs to Exclusive LT LanesTypical Gore Transitions to Median IslandsTransitions from TWLTLs to Median IslandsLeft-Turn Lane Design DetailLeft-Turn Lane (Raised Median) Design DetailUnsignalized Right-Turn Lane Design DetailTrap Right Lane after a Major IntersectionSignalized Dual LT Lane Design DetailUnsignalized Median Left-Turn Lane Design DetailSignalized Dual Left-Turn Lane with Median Design DetailSignalized Dual Left Turn Lane with One Left Turn Lane Marked OutSpacing between Pavement Arrows and ONLY Legend for Turn LanesRight Trap Lane Markings and SigningLeft Trap Lane Markings and SigningTrap Lane with Multi-Use / Bike LaneLane Drop After an Intersection Marking and Signing DetailsLane Drop Not After an Intersection Marking and Signing Details

    Chapter 5. Intersection and Transverse Pavement Marking DetailsTypical Minor Street Intersection on a Two-Way Two-Lane StreetTypical 4-Legged Intersection with Two-Way Stop Sign ControlTypical Minor Street Intersection on a Five-Lane SectionTypical Median Opening at Minor Side Street, T-IntersectionTypical Median Opening at Commercial DrivewayTypical Unsignalized Intersection, T-Intersection Collector and Collector/ArterialTypical Median Opening at Minor Cross Street, 4-Legged IntersectionTypical Intersection Approach with Median at Signalized IntersectionTypical Pavement Markings for Left Turn Lane Approaching SignalizedTypical Pavement Markings at a Signalized Intersection, Case 1Typical Pavement Markings at a Signalized Intersection, Case 2Typical Crosswalk Dimensions at Corners with Curb Access RampsTypical Median End TreatmentsTypical Median End Treatment with CrosswalkTypical Stop Line PlacementRight-Turn Traffic Island Pavement Marking DetailBus Zone Strip for On-Street BayTypical Pavement Marking for Speed Humps Pima CountyTypical Pavement Marking for Speed Humps City of TucsonTypical Pavement Marking for Speed Tables Pima CountyTypical Pavement Marking for Speed Tables City of Tucson

    Chapter 6. Pavement Markings for Special-Use LanesPaved Shoulder Markings and DimensionsBike Lane and Bus / Bike Lane Markings and DimensionsBeginning and Ending Transitions for Bicycle LanesBus Pull-Out with Bicycle Lane DetailHAWK Signal Striping and Signing Detail

    Appendix1 Trap Lane and Lane Drop Sign Advance Distance2 Typical Striping Distance for No-Passing Zone Approaching 3 Typical Minimum Passing Sight Distance for Establishing No Passing Zone4 Typical Pavement Words and Symbols