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Ú City limit or Urban boundary No Centerline rumble strips Centerline rumble strips City connecting link or Urbanized (Unincorporated city) TYPICAL CITY CONNECTING LINK OR URBANIZED AREA Centerline rumble strips ì Major HighwayÜ ì Major HighwayÜ Ú Minor Highway or County Road Ú City limit or Urban boundary GENERAL NOTES Construction of centerline rumble strips in asphalt pavement is paid under the bid item "Rumble Strips (Milled) (Centerline)". All work and materials required to construct the strips in accordance to these details and Special Provisions are included in this item. See typical sections for other surfacing details. Do not construct rumble strip on bridges or concrete bridge approaches. No variation in spacing between depressions will be permitted. Either rumble strip shape is acceptable with no mixing of shapes on a project unless approved by the engineer. For Shoulder Rumble Strip details see Standard drawing RD707. ì Major HighwayÜ ì Major HighwayÜ TYPICAL RURAL INTERSECTION WITH BYPASS LANES No Centerline rumble strips Centerline rumble strips ì Major HighwayÜ ì Major HighwayÜ TYPICAL RURAL INTERSECTION WITH LEFT TURN LANES Centerline rumble strips Page 4 of 10 KDOT Graphics Certified Ú Minor Highway or County Road Centerline rumble strips No Centerline rumble strips Centerline rumble strips 2 1 1-15-10 Revised notes S.W.K. J.O.B. 1 9-24-09 Rem ì rumble strips thru sdrd. S.W.K. J.O.B. NO. DATE REVISIONS BY APP'D RD706 KANSAS DEPARTMENT OF TRANSPORTATION MILLED RUMBLE STRIPS FHWA APPROVAL 5-26-1 1 (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified 07-09-2015 APP'D. James O. Brewer TRACED Bowser TRACE CK. King
Page 5 of 10 KDOT Graphics Certified ShoulderÜ ì ProjectÜ TYPICAL MINOR SIDEROAD OR ENTRANCE Centerline Rumble Strips Edge of travel wayü Traffic ÙCenterline Rumble Strips of Undivided Highway Traffic Edge of travel wayû TYPICAL INSTALLATION ELEVATION 12" 7" 5" B A A PLAN DETAILS OF DEPRESSION B 12" 7" 5" B 2 1 1-15-10 Revised notes S.W.K. J.O.B. 1 9-24-09 Rem ì rumble strips thru sdrd. S.W.K. J.O.B. A A PLAN B DETAILS OF DEPRESSION (Alternate Shape) NO. RD706 DATE REVISIONS BY APP'D KANSAS DEPARTMENT OF TRANSPORTATION MILLED RUMBLE STRIPS FHWA APPROVAL 5-26-1 1 (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP'D. James O. Brewer TRACED Bowser TRACE CK. King KDOT Graphics Certified 07-09-2015 "to " depth 12" 12" SECTION B-B (ALT. SHAPE) "to " depth SECTION A-A (Typical for both shapes) ÚTop of pavement ÚTop of pavement SECTION B-B 7" ALT. RUMBLE STRIP SHAPE 12" "to " depth 12"Radius 12"Radius "to " depth End of Rad. Úì Sideroad or Paved Entrance End of Rad.
3 300 300 6" SOLID WHITE EDGELINE 4" SOLID YELLOW LINE 6" DOTTED WHITE EXTENSION LINE 6" SOLID WHITE EDGELINE D/4 6" BROKEN WHITE LANE LINE 6" WHITE LANE DROP LINE NOTE: DOTTED EXTENSION LINE TAPER LENGTH POSTED SPEED * 12 FOR POSTED SPEEDS ABOVE 40 MPH W 4-2 D TYPICAL MARKING FOR AUXILIARY PASSING LANE 6" BROKEN WHITE LANE LINE 4" SOLID YELLOW LINE SHOULDER LINE 4 2 2 TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS. 9 3 3 SHOULDER LINE 6" BROKEN WHITE LANE LINE 4" BROKEN YELLOW LINE TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY TYPICAL SPACING FOR LANE DROP. UNLESS OTHERWISE NOTED ON PLANS. 8 24 4" SOLID YELLOW LINE SHOULDER LINE 32 TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS SHOULDER LINE 4" BROKEN YELLOW LINE TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY 4" 4" 16 SPACING (FT) 10 X SPEED (MPH) TWO-WAY LEFT TURN ARROW SPACING DETAIL 4" TYPICAL SPACING FOR NO PASSING LINES UNLESS OTHERWISE NOTED ON PLANS NOTE: IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN THE SPACING DETAIL. Page 6 of 10 Pg 1 of 2 5/25/12 Added Dotted Extension and Lane Drop Lines B.A.H. B.D.G. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. Line J.F.F. B.D.G. 1 7/26/05 New FHWA Approval Date J.F.F. B.D.G. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR UNDIVIDED ROADWAYS TE308 FHWA APPROVAL 5/25/2012 APP D Brian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.
3 NOTE: ALL PAVEMENT MARKINGS SHALL BE BROKEN AT CROSS ROADS. FOR HIGHWAY JUNCTIONS THE NO PASSING ZONE WILL EXTEND 1000 FROM INTERSECTION. 4" BROKEN YELLOW LINE 6" SOLID WHITE LANE LINE 4" SOLID YELLOW LINE 6" WHITE EDGE LINE 6" WHITE EDGE LINE 500 500 6" WHITE EDGE LINE 6" SOLID WHITE LANE LINE 4" SOLID YELLOW LINE 4" BROKEN YELLOW LINE 6" WHITE EDGE LINE TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES 6" BROKEN WHITE LANE LINE SHOULDER LINE 4" SOLID YELLOW DOUBLE LINE SHOULDER LINE 6" BROKEN WHITE LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY W14-3 4" BROKEN YELLOW LINE 4" SOLID YELLOW NO PASSING LINE SHOULDER LINE TYPICAL TWO LANE MARKINGS NOTE: LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS. Pg 2 of 2 NOTE: ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page 7 of 10 5/25/12 Added Dotted Extension and Lane Drop Lines B.A.H. B.D.G. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. Line J.F.F. B.D.G. 1 7/26/05 New FHWA Approval Date J.F.F. B.D.G. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR UNDIVIDED ROADWAYS TE308 FHWA APPROVAL 5/25/2012 APP D Brian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.
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