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2 5 Contact the Area Engineer at for RAP sample location. Page 2 of 10

3 SS-1HP or approved alternate shall be used for Tack. Page 3 of 10

4 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 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

5 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 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.

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 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 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.

7 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 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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10 SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY) All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control. SIGN NO. R2-1 4 R4-1 2 WORK ZONE SIGNS * SIZE SQ. FT & OVER W3-4 2 W3-5 2 W8-11 W W W W20-5 W W21-5 W W8-15P 2 G20-4 KG KM KG KI-104a KI-105a LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN BARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO ) PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES () 160 WORK ZONE SIGN (SPECIAL) SIGN NO SQ. FT. & LESS SQ. FT. & OVER RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) WORK ZONE SIGNS (9.26 TO SQ. FT.) WORK ZONE SIGNS (16.26 SQ. FT. & OVER) WORK ZONE BARRICADES (TYPE 3 4 TO ) WORK ZONE BARRICADES (PEDESTRIAN) CHANNELIZER (FIXED) CHANNELIZER (PORTABLE) CHANNELIZER (PEDESTRIAN) WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN PAVEMENT MARKING (TEMPORARY) 4" SOLID (TYPE I) STA./LINE 4" SOLID (TYPE II) STA./LINE 4" BROKEN (8')(TYPE I) STA./LINE 4" BROKEN (8')(TYPE II) STA./LINE 4" BROKEN (3')(TYPE I) STA./LINE 4" BROKEN (3')(TYPE II) STA./LINE 4" DOTTED EXTENSION (TYPE I) STA./LINE 4" DOTTED EXTENSION (TYPE II) STA./LINE SOLID (LINE MASKING TAPE) STA./LINE BROKEN (LINE MASKING TAPE) STA./LINE SYMBOL (TYPE I) SYMBOL (TYPE II) FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8 )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3 )) STA./LINE PAVEMENT MARKING REMOVAL LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT. INERTIAL BARRIER SYSTEM REPLACEMENT MODULES (IBS) WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) RIGID RAISED PAVEMENT MARKER (TYPE I) RIGID RAISED PAVEMENT MARKER (TYPE II) TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET PRICE) 1 HOUR NOTES: /10/16 Removed Replacement Modules Summary Table, Added JGB (IBS) to Replacement Modules description NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SUMMARY OF DEVICES RECAPITULATION OF QUANTITIES TE795 FHWA APPROVAL 06/01/15 APP D Kristina Erickson DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. Page 10 of 10 FINNEY Co. Proj. No. Title: