Page 1 of 11 75-16 KA 5188-01
KA 5188-01 Page 2 of 11
(0+00-28+69) 14,664 SQYDS ROCK EDGE WEDGE 0+00-26+30 D = 0.083333' W = 2.0' 26+30-338+65 D = 0.25' W = 3.0' KA 5188-01 Page 3 of 11
28+69-338+65 (103,553 SQYDS) Total SQYDS = 122,066 KA 5188-01 Page 4 of 11
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. 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 Page 5 of 11 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. 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 Page 6 of 11 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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KA 5188-01 8,116 Page 9 of 11 8,116
Page 10 of 11 30829
Page 11 of 11 338.7