The first lift, mainline, shall be placed using a spray paver.

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2 The first lift, mainline, shall be placed using a spray paver. No patches shall be left open without proper traffic control. 11. The contractor shall be responsible for noting the location of all pavement markings and reinstalling pavement markings in the proper location after the overlay. Page 2 of 15

3 76 mainline. & shoulders Rock Edge 150 lb/ft 3 Page 3 of 15

4 76 mainline & shoulders Rock Edge 150 lb/ft 3 Page 4 of 15

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9 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 9 of 15 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.

10 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 10 of 15 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.

11 " 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 11 of 15 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.

12 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 12 of 15 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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15 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. WORK ZONE SIGNS SIZE SQ. FT & OVER R2-1 6 R4-1 4 W3-4 W3-5 4 W8-11 W14-3 W W20-4 W W20-7a W21-5 W4-2 8 G20-4 KG KM KG20-2 KI-104a KI-105a LIGHTED DEVICES WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) 12 WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY 4 PORTABLE CHANGEABLE MESSAGE SIGN 2 BARRICADES CHANNELIZING DEVICES TYPE III (4 TO ) 15 PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES () 250 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) 61.0 STA./LINE 4" BROKEN (3')(TYPE II) 61.0 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 Wyandotte Co. 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 15 of 15 Proj. No. Title:

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