Edge Wedge 150 lb/ft 3

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3 6443 OL 4774 Mill 22,098 Edge Wedge 150 lb/ft 3 Page 3 of 14

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8 2 6" DOTTED WHITE 12" SOLID WHITE CHEVRON LINE FULL LENGTH OF DECELERATION LANE EXTENSION LINE 6" SOLID YELLOW EDGE LINE 40 6" SOLID WHITE EDGE LINE 8" SOLID WHITE GORE MARKINGS 30 6" SOLID YELLOW EDGE LINE 12" SOLID WHITE DIAGONAL LINE 6" BROKEN WHITE LANE LINE TYPICAL DECELERATION EXIT RAMP 12" SOLID WHITE CHEVRON LINE 6" SOLID YELLOW EDGE LINE 12" SOLID WHITE DIAGONAL LINE 40 8" SOLID WHITE GORE MARKINGS 6" DOTTED WHITE EXTENSION LINE 6" SOLID WHITE EDGE LINE 30 6" BROKEN WHITE LANE LINES 6" SOLID YELLOW EDGE LINE TYPICAL TAPERED EXIT RAMP 6" SOLID YELLOW EDGE LINE 6" BROKEN WHITE LANE LINES 6" DOTTED WHITE EXTENSION LINE 6" SOLID YELLOW EDGE LINE 8" SOLID WHITE GORE MARKING FULL LENGTH OF ACCELERATION LANE 6" SOLID WHITE EDGE LINE TYPICAL ACCELERATION RAMP 5/25/12 Dotted Extension Lines and Lane Drop Lines B.A.H. B.D.G. 1 7/26/05 New FHWA Approval Date J.F.F. B.D.G. NO. DATE REVISIONS BY APP D Page 8 of 14 Pg 1 of 2 KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR MULTI-LANE DIVIDED ROADWAYS TE307 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.

9 2 SHOULDER LINE 6" BROKEN WHITE LANE LINE C L 6" SOLID YELLOW EDGE LINE SHOULDER LINE TYPICAL LANE LINE AND EDGE LINE MARKINGS FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS 6" SOLID YELLOW EDGE LINE 8" SOLID WHITE GORE MARKINGS 12" SOLID WHITE CHEVRON LINE MILE 6" SOLID WHITE EDGE LINE 12" SOLID WHITE DIAGONAL LINE 8" SOLID WHITE LINE 8" LANE DROP MARKING 30 6" SOLID YELLOW EDGE LINE 8" LANE DROP MARKING 6" BROKEN WHITE LANE LINES TYPICAL LANE DROP TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS. TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS. TYPICAL SPACING FOR LANE DROP. UNLESS OTHERWISE NOTED ON PLANS. LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS. AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES AROUND RADII. 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 9 of 14 Pg 2 of 2 5/25/12 Dotted Extension Lines and Lane Drop Lines B.A.H. 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 MULTI-LANE DIVIDED ROADWAYS TE307 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.

10 " 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 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 TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS 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 " 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 IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN THE SPACING DETAIL. Page 10 of 14 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.

11 3 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 " 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 LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS. Pg 2 of 2 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 11 of 14 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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Page 1 of KA

Page 1 of KA 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