"Emul Asph (SS-1HP) Tack".

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2 Application of Emulsified Asphalt, (fog seal 2-lane section). Using a distributor, uniformly apply fog seal to the rumble strip with two passes of the distributor, one in each direction of traffic. Apply the fog seal at a rate of 0.05 gal/sy of diluted emulsion on each pass (2 total) for a total shot rate of 0.10 gal/sy. The original emulsion will be diluted 50:50 with water in the field. This rate may be adjusted in the field to comply with field conditions. Do not apply fog seal more than 6 inches beyond the outside edges of the rumble strip. This work has been included in and will be paid for by line item "Emulsified Asphalt (SS-1HP) Tack. "Emul Asph (SS-1HP) Tack". Page 2 of 25

3 CuYd/SqYd 0.42 Millings 145 lbs/ft 3 Page 3 of 25

4 CuYd/SqYd 0.42 Millings 145 lbs/ft 3 Page 4 of 25

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19 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 19 of 25 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.

20 2 SHOULDER LINE EDGE OF PAVEMENT 6" SOLID WHITE EDGE LINE EDGE OF PAVEMENT 6" BROKEN WHITE LANE LINE C L 6" SOLID YELLOW EDGE LINE EDGE OF PAVEMENT " SOLID WHITE EDGE LINE EDGE OF PAVEMENT SHOULDER LINE TYPICAL LANE LINE AND EDGE LINE MARKINGS FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS 6" SOLID YELLOW EDGE LINE 12" SOLID WHITE DIAGONAL LINE 8" SOLID WHITE GORE MARKINGS 12" SOLID WHITE CHEVRON LINE 300 8" SOLID WHITE LINE 1 2 MILE 8" LANE DROP MARKING 6" SOLID WHITE EDGE LINE 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. NOTE: LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS. NOTE: AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES AROUND RADII. 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 20 of 25 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.

21 " 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 EDGE OF PAVEMENT 6" SOLID WHITE EDGE LINE TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS " SOLID WHITE EDGE LINE EDGE OF PAVEMENT 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 EDGE OF PAVEMENT 32 6" SOLID WHITE EDGE LINE 6" SOLID WHITE EDGE LINE EDGE OF PAVEMENT 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 21 of 25 TE308 FHWA APPROVAL DESIGNED J.F.F. DETAILED 5/25/2012 APP D Brian D. Gower J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.

22 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 " 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 EDGE OF PAVEMENT 6" BROKEN WHITE LANE LINE SHOULDER LINE 6" SOLID WHITE EDGE LINE 12 4" SOLID YELLOW DOUBLE LINE " SOLID WHITE EDGE LINE EDGE OF PAVEMENT SHOULDER LINE 6" BROKEN WHITE LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY 6" SOLID WHITE EDGE LINE W14-3 EDGE OF PAVEMENT 4" BROKEN YELLOW LINE " SOLID YELLOW NO PASSING LINE EDGE OF PAVEMENT SHOULDER LINE 6" SOLID WHITE EDGE 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 22 of 25 TE308 FHWA APPROVAL DESIGNED J.F.F. DETAILED 5/25/2012 APP D Brian D. Gower J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.

23 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 23 of 25 KDOT Graphics Certified Ú Minor Highway or County Road Centerline rumble strips No Centerline rumble strips Centerline rumble strips 1 OF Revised notes S.W.K. J.O.B 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 (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified APP'D. James O. Brewer TRACED Bowser TRACE CK. King

24 Page 24 of 25 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 12" 7" 5" PLAN DETAILS OF DEPRESSION 12" 7" 5" Revised notes S.W.K. J.O.B Rem ì rumble strips thru sdrd. S.W.K. J.O.B. NO. RD706 DATE REVISIONS BY APP'D KANSAS DEPARTMENT OF TRANSPORTATION MILLED RUMBLE STRIPS FHWA APPROVAL (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP'D. James O. Brewer TRACED Bowser TRACE CK. King KDOT Graphics Certified " ELEVATION B A A B B A A PLAN B DETAILS OF DEPRESSION (Alternate Shape) "to " depth 12" 12" SECTION B-B (ALT. SHAPE) 2 OF 2 "to " depth "to " depth 12"Radius 12"Radius "to " depth SECTION A-A (Typical for both shapes) ÚTop of pavement ÚTop of pavement SECTION B-B 7" ALT. RUMBLE STRIP SHAPE End of Rad. Úì Sideroad or Paved Entrance End of Rad.

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Edge Wedge 150 lb/ft 3

Edge Wedge 150 lb/ft 3 Page 1 of 14 Page 2 of 14 6443 OL 4774 Mill 22,098 Edge Wedge (Rock) @ 150 lb/ft 3 Page 3 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 4 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 5 of 14 Page 6 of 14 Page