22-23 Pavement Marking Items. (Pages 7 & 8 removed)

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2 22-23 Pavement Marking Items (Pages 7 & 8 removed)

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19 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 2 R4-1 2 W3-5 2 W W KM W4-2R 2 W4-2L 2 W14L-1 1 W14R-1 1 W24-1L 1 W24-1R 1 KG KI-104a 2 KI-105a 2 LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) 10 WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY 1 PORTABLE CHANGEABLE MESSAGE SIGN BARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO 12 ) PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES (EACH) 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.) EADA WORK ZONE SIGNS (9.26 TO SQ. FT.) 2700 EADA WORK ZONE SIGNS (16.26 SQ. FT. & OVER) 540 EADA WORK ZONE BARRICADES (TYPE 3 4 TO 12 ) 675 EADA WORK ZONE BARRICADES (PEDESTRIAN) EADA CHANNELIZER (FIXED) EADA CHANNELIZER (PORTABLE) EADA CHANNELIZER (PEDESTRIAN) EADA WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) 1350 EADA WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) EADA ARROW DISPLAY 135 EADA PORTABLE CHANGEABLE MESSAGE SIGN EADA PAVEMENT MARKING (TEMPORARY) 4" SOLID (TYPE I) 51.1 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) EACH SYMBOL (TYPE II) EACH FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8 )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3 )) STA./LINE PAVEMENT MARKING REMOVAL 3600 LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) 575 LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT. INERTIAL BARRIER SYSTEM.1 EACH REPLACEMENT MODULES (IBS) 16 5 EACH WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) EACH WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) EACH RIGID RAISED PAVEMENT MARKER (TYPE I) EACH RIGID RAISED PAVEMENT MARKER (TYPE II) EACH TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM TRAFFIC CONTROL (INITIAL SET UP) 1.01 LUMP SUM TRAFFIC CONTROL 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. Trego Co. Proj. No KA Title: Traffic Control Page 21

20 2 6" DOTTED 12" SOLID CHEVRON LINE FULL LENGTH OF DECELERATION LANE EXTENSION LINE 6" SOLID YELLOW EDGE LINE 40 6" SOLID EDGE LINE 8" SOLID GORE MARKINGS 30 6" SOLID YELLOW EDGE LINE 12" SOLID DIAGONAL LINE 6" BROKEN LANE LINE TYPICAL DECELERATION EXIT RAMP 12" SOLID CHEVRON LINE 6" SOLID YELLOW EDGE LINE 12" SOLID DIAGONAL LINE 40 8" SOLID GORE MARKINGS 6" DOTTED EXTENSION LINE 6" SOLID EDGE LINE 30 6" BROKEN LANE LINES 6" SOLID YELLOW EDGE LINE TYPICAL TAPERED EXIT RAMP 6" SOLID YELLOW EDGE LINE 6" BROKEN LANE LINES 6" DOTTED EXTENSION LINE 6" SOLID YELLOW EDGE LINE 8" SOLID GORE MARKING FULL LENGTH OF ACCELERATION LANE 6" SOLID EDGE LINE TYPICAL ACCELERATION RAMP 5/25/12 Dotted Extension s and Lane Drop s 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 Pg 1 of 2 TE307 KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR MULTI-LANE DIVIDED ROADWAYS Page 22 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 2 SHOULDER LINE EDGE OF PAVEMENT 6" SOLID EDGE LINE EDGE OF PAVEMENT 6" BROKEN LANE LINE C L 6" SOLID YELLOW EDGE LINE EDGE OF PAVEMENT " SOLID 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 8" SOLID GORE MARKINGS 12" SOLID CHEVRON LINE MILE 6" SOLID EDGE LINE 12" SOLID DIAGONAL LINE 8" SOLID LINE 8" LANE DROP MARKING 30 6" SOLID YELLOW EDGE LINE 8" LANE DROP MARKING 6" BROKEN 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. 5/25/12 Dotted Extension s and Lane Drop s 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 TE307 TYPICAL PAVEMENT MARKING DETAILS FOR MULTI-LANE DIVIDED ROADWAYS Pg 2 of 2 Page 23 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.

22 SUMMARY OF PAVEMENT MARKINGS LOCATION 4" Solid Edge 6" Solid Edge 6" Broken Lane 6" Broken Lane (PCP) 6" Dotted Extension 6" Broken Lane Drop 6" Solid Lane 8" Broken Lane Drop 8" Solid Gore 8" Dotted Extension 12" Solid Diagonal 12" Solid Chevron 12" Solid Type I Crosswalk 24" Solid Type II Crosswalk 24" Solid Stop 4" Solid YELLOW Edge 4" Solid YELLOW Double 4" Solid YELLOW 4" Broken YELLOW 6" Solid YELLOW Edge 12" Solid YELLOW Diagonal Mainline 900 4,280 1,610 x.25 / 3 X2 X.25 TOTALS , ,610 0 NOTE: For Specific pavement marking details and dimensions see plan sheets NOTE: ALL TOTALS REFLECT ACTUAL QUANTITY OF PAVEMENT MARKING MATERIALS REQUIRED Project No KA Page 24

23 Project No KA RECAPITULATION OF QUANTITIES (PAINT) (PAINT) (PAINT) (PAINT) ITEMS TOTAL UNITS PAVEMENT MARKING ()(4") PAVEMENT MARKING ()(6") 1,970 PAVEMENT MARKING ()(8") PAVEMENT MARKING ()(12") (PAINT) (PAINT) (PAINT) PAVEMENT MARKING (YELLOW)(4") PAVEMENT MARKING (YELLOW)(6") 1,610 PAVEMENT MARKING (YELLOW)(12") PAVEMENT MARKING (THERMOPLASTIC)()(4") PAVEMENT MARKING (THERMOPLASTIC)()(6") PAVEMENT MARKING (THERMOPLASTIC)()(8") PAVEMENT MARKING (THERMOPLASTIC)()(12") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(12") PAVEMENT MARKING (EPOXY)()(4") PAVEMENT MARKING (EPOXY)()(6") PAVEMENT MARKING (EPOXY)()(8") PAVEMENT MARKING (EPOXY)()(12") PAVEMENT MARKING (EPOXY)(YELLOW)(4") PAVEMENT MARKING (EPOXY)(YELLOW)(6") PAVEMENT MARKING (EPOXY)(YELLOW)(12") PAVEMENT MARKING (INTERSECTION GRADE) () (12") PAVEMENT MARKING (INTERSECTION GRADE)()(24") PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12") PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (R/R XING) EACH PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Lt Turn Arrow) EACH PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Rt Turn Arrow) EACH PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () ( ONLY ) EACH PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Rt/Thru Arrow) EACH PAVEMENT MARKING REMOVAL NOTE: WORDS & SYMBOLS SHALL CONFORM TO THE LATEST EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" PRINTED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE LOCATION OF " NO PASSING" LINES AND FOR THE COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS LINE TYPE Page 25

HOST KA

HOST KA W PLAINS E ZENITH E 00 RD E 000 RD W 00 RD W 00 RD W 00 RD W 0 RD W 00 RD W 00 RD W 000 RD W 00 RD W 00 RD W 00 RD W 00 RD W 00 RD W 00 RD W 0 RD W 00 RD E 00 RD E 00 RD E 0 RD E 00 RD E 00 RD E 00 RD

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