General Notes. Project No /15/2018 Page 1 of 1

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Christina Atkinson
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2 General Notes 5/15/2018 Page 1 of 1 Project No KA D Note The contractor is responsible for establishing and maintaining centerline of the traveled way for the duration of the project. Splitting the traveled way with a tape measure is an acceptable technique to establish centerline. This work is considered subsidiary to other items in the contract. The signs listed are the minimum required. The contractor shall provide all signs and other traffic control devices, for proper traffic control of all construction activities. 32 Contact the local KDOT Area office for the location of the RAP sampling stockpile. 43 The contractor must place the inlay on the same day. No traffic will be allowed on these milled surfaces and the contractor must have a contingency plan in case of bad weather and/or equipment breakdown. 54 A portion of the millings will be used in the HMA mix. The remainder of the millings will become the property of the contractor and will be hauled and stored off of the project location by the contractor. Page 2 of 10

3 Sheet 1 of 1 TYPICAL SECTION A C Slope Varies 1.5 in. Mill 1.5 in. Overlay edge of Asphalt Match Existing Surface 24 or Varies not to scale Typical Slope 1.56 % on Tangents and on super-elevated sections to match existing super or as directed by the Engineer. ROADWAY WIDTHS Approx. Location mile Width Square Yards Normal Roadway ,775 Trans in Damar Damar ,512 Trans out Damar ,177 Trans in Palco ,376 Palco ,766 Trans out Palco ,684 Trans in Zurich C & G C&G In Zurich ,656 Trans out Zurich C & G Trans in Old State Shop Old State Shop ,321 Trans out Shop Trans C&G in Plainville C&G in Plainville ,036 Total ,201 Beginning GH/Ro County Thence East miles to JCT US 183 RATE OF APPLICATION Quantity based on SR- T/yd 2 SS-1HP CSS-1H gal/yd 2 Date: 5/15/2018 3:53 PM Rooks Co. PROJ. NO KA 5025 Page 3 of TITLE: MILLOL KANSAS DEPARTMENT OF TRANSPORTATION

4 KA " SOLID EDGELINE SOLID LINE 6" DOTTED EXTENSION LINE 6" SOLID EDGELINE D/4 6" BROKEN LANE LINE 6" 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 LANE LINE SOLID LINE SHOULDER LINE " SOLID EDGE LINE TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS " SOLID EDGE LINE SHOULDER LINE 6" BROKEN LANE LINE BROKEN LINE TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY TYPICAL SPACING FOR LANE DROP. UNLESS OTHERWISE NOTED ON PLANS SOLID LINE SHOULDER LINE 32 6" SOLID EDGE LINE 6" SOLID EDGE LINE TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS SHOULDER LINE BROKEN LINE TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY 16 SPACING (FT) 10 X SPEED (MPH) TWO-WAY LEFT TURN ARROW SPACING DETAIL 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 4 of 10 Pg 1 of 2 5/25/12 Added Dotted Extension and Lane Drop s B.A.H. B.D.G. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. 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.

5 3 ALL PAVEMENT MARKINGS SHALL BE BROKEN AT CROSS ROADS KA FOR HIGHWAY JUNCTIONS THE NO PASSING ZONE WILL EXTEND 1000 FROM INTERSECTION. BROKEN LINE 6" SOLID LANE LINE SOLID LINE 6" EDGE LINE 6" EDGE LINE " EDGE LINE 6" SOLID LANE LINE SOLID LINE BROKEN LINE 6" EDGE LINE TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES 6" BROKEN LANE LINE SHOULDER LINE 6" SOLID EDGE LINE SOLID DOUBLE LINE 6" SOLID EDGE LINE SHOULDER LINE 6" BROKEN LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY 6" SOLID EDGE LINE W14-3 BROKEN LINE SOLID NO PASSING LINE SHOULDER LINE 6" SOLID EDGE 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, EDGE LINES MAY BE INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page 5 of 10 5/25/12 Added Dotted Extension and Lane Drop s B.A.H. B.D.G. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. 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.

6 3 TYPICAL SIGNING AND MARKING FOR RIGHT LANE MUST TURN RIGHT BROKEN LINE SIDE ROAD 25 MIN 8 FOR 55 MPH AND ABOVE USING THE SAME SPACING " SOLID LINE SOLID LINE 8" BROKEN LANE DROP LINE RIGHTLANE TYPICAL CROSSWALKS TYPE I: CROSSWALK LINES SHALL BE 12" SOLID LINES. THEY SHALL BE SPACED A MINIMUM OF 6 APART FROM INSIDE EDGE TO INSIDE EDGE. TYPE II: THESE LINES SHOULD BE SOLID 2 WIDE PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE LINE PLACEMENT IS DETERMINED BY LANE LINE,CENTER LINE, AND WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR. THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8. THE TRANSVERSE CROSSWALK LINES MAY BE ADDED. MUST TURN RIGHT R3-7 THE LANE DROP MARKINGS LENGTH IS A MINIMUM OF 100 AND A MAXIMUM OF 250 PRIOR TO THE 8"SOLID LINE WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF 5 FROM CROSSWALKS. 5 MIN. TYPE II TYPE I Pg 1 of 2 6 MIN. 2 5/25/12 Updated Chart B and Lane Drop s B.A.H. B.D.G. 10/20/06 RR Xing Symbol Changed from 18" to 16" T.L.H. B.D.G. 1 9/20/05 Added Yellow Double to RRxing J.F.F. B.D.G. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL MISCELLANEOUS 5 MIN. 8 Page 6 of 10 PAVEMENT MARKING DETAIL SHEET TE309 FHWA APPROVAL 7/26/2005 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 16" 3 RAILROAD CROSSING MARKING 6" BROKEN LANE LINE 2 SYMBOL BROKEN LINE APPROX. SOLID LINE SOLID DOUBLE LINE VARIES 6" SOLID LINE DISTANCE D FROM CHART A 6" EDGE LINE W 10-1 R R A THREE-LANE ROADWAY SHOULD BE MARKED WITH A CENTERLINE FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A CROSSING. ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R SYMBOLS SHOULD BE USED IN APPROACH LANE. REFER TO STANDARD ALPHABET FOR HIGHWAY SIGNS AND MARKINGS FOR R X R SYMBOLS DETAILS. CHART "A" DISTANCE SPEED D MPH (feet) (X) PLACEMENT LOCATION IS DEPENDENT ON SITE CONDITIONS AND OTHER SIGNING TO PROVIDE ADEQUATE ADVANCE WARNING TO THE DRIVER *STOP LINE 8 FROM NEAR EDGE OF GATE OR CANTILEVER, IF PRESENT ON NON I, US, AND K ROUTES, EDGE LINES MAY BE INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES (X) (X) (X) ALL DISTANCES ARE MINIMUM. TYPICAL APPROACH TAPER DETAIL DOUBLE LINE X ( FROM CHART B) 25 MINIMUM A 12" DIAGONAL LINE L 30 B 6" SOLID LANE LINE 2 STOP LINE THE APPROACH TAPER LENGTH FROM POINT A TO POINT B IS TO BE DETERMINED USING CHART C. VALUES FOR L WERE CALCULATED USING THE EQUATIONS BELOW AND INCREASED CHART "B" APPROACH X SPEED 20 MPH 20 CHART "C" APPROACH L SPEED 20 MPH 80 TO THE NEXT HIGHER 5 MPH INCREMENT. 25 MPH MPH SPEEDS < 45 MPH L= W*S 30 MPH MPH MPH MPH SPEEDS = 45 MPH L= W*S 40 MPH 45 MPH MPH 45 MPH IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE 50 MPH MPH 600 BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF 55 MPH MPH 660 THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN 60 MPH MPH 720 TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS. 65 MPH MPH MPH MPH 840 FOR SPEEDS LESS THAN OR EQUAL TO 40 MPH, R=150. FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH, R=300. Page 7 of 10 Pg 2 of 2 5/25/12 Updated Chart B and Lane Drop s B.A.H. B.D.G. 2 10/20/06 RR Xing Symbol Changed from 18" to 16" T.L.H. B.D.G. 1 9/20/05 Added Yellow Double to RRxing J.F.F. B.D.G. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL MISCELLANEOUS PAVEMENT MARKING DETAIL SHEET TE309 FHWA APPROVAL 7/26/2005 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.

SUMMARY OF PAVEMENT MARKINGS 12" Diagonal 6" Edge Broken Double Edge 2 Stop 2 Type II Crosswalk 12" Type I

Drop 6" Dotted Extension 6" Broken Lane (PCP) 6" Broken Lane 6" Edge Edge LOCATION Entire Project 210,282

8 SUMMARY OF PAVEMENT MARKINGS 12" Diagonal 6" Edge Broken Double Edge 2 Stop 2 Type II Crosswalk 12" Type I Crosswalk 12" Chevron 12" Diagonal 8" Dotted Extension 8" Gore 8" Broken Lane Drop 6" Lane 6" Broken Lane Drop 6" Dotted Extension 6" Broken Lane (PCP) 6" Broken Lane 6" Edge Edge LOCATION Entire Project 210,282 Damar 2,344 Palco 4,350 Plainville 4 Lane 5, ,245 22,039 94,897 At the Plainville Boat Shop 580 Page 8 of 10 X.25 X 2 x.25 TOTALS KA ALL TOTALS REFLECT ACTUAL QUANTITY OF PAVEMENT MARKING MATERIALS REQUIRED Project No KA -01

9 Project No KA -01 RECAPITULATION OF QUANTITIES ITEMS TOTAL UNITS PAVEMENT MARKING (MULTI-COMPONENT)()() PAVEMENT MARKING (MULTI-COMPONENT)()(6") 213,993 PAVEMENT MARKING (MULTI-COMPONENT)()(8") PAVEMENT MARKING (MULTI-COMPONENT)()(12") PAVEMENT MARKING (MULTI-COMPONENT)()() 74,253 PAVEMENT MARKING (MULTI-COMPONENT)()(6") PAVEMENT MARKING (MULTI-COMPONENT)()(12") PAVEMENT MARKING (THERMOPLASTIC)()() PAVEMENT MARKING (THERMOPLASTIC)()(6") PAVEMENT MARKING (THERMOPLASTIC)()(8") PAVEMENT MARKING (THERMOPLASTIC)()(12") PAVEMENT MARKING (THERMOPLASTIC)()() PAVEMENT MARKING (THERMOPLASTIC)()(6") PAVEMENT MARKING (THERMOPLASTIC)()(12") PAVEMENT MARKING (EPOXY)()() PAVEMENT MARKING (EPOXY)()(6") PAVEMENT MARKING (EPOXY)()(8") PAVEMENT MARKING (EPOXY)()(12") PAVEMENT MARKING (EPOXY)()() PAVEMENT MARKING (EPOXY)()(6") PAVEMENT MARKING (EPOXY)()(12") PAVEMENT MARKING (INTERSECTION GRADE) () (12") PAVEMENT MARKING (INTERSECTION GRADE)()(2) 22 PAVEMENT MARKING (INTERSECTION GRADE)()(12") PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (R/R XING) PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Lt Turn Arrow) PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Rt Turn Arrow) PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () ( ONLY ) PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) () (Rt/Thru Arrow) PAVEMENT MARKING REMOVAL 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 9 of 10

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 2 R4-1 2 WORK ZONE SIGNS * SIZE SQ. FT & OVER W3-4 2 W3-5 2 W W W W W20-5 W20-7A 2 W KG G W W8-15P 2 KM KG KI-104a 2 KI-105a 2 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 () 40 WORK ZONE SIGN (SPECIAL) SIGN NO SQ. FT. & LESS SQ. FT. & OVER WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) RECAPITULATION OF QUANTITIES 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) ITEM QUANTITY UNIT WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN PAVEMENT MARKING (TEMPORARY) SOLID (TYPE I) STA./LINE SOLID (TYPE II) STA./LINE BROKEN (8')(TYPE I) STA./LINE BROKEN (8')(TYPE II) STA./LINE BROKEN (3')(TYPE I) STA./LINE BROKEN (3')(TYPE II) STA./LINE DOTTED EXTENSION (TYPE I) STA./LINE DOTTED EXTENSION (TYPE II) STA./LINE SOLID (LINE MASKING TAPE) BROKEN (LINE MASKING TAPE) SYMBOL (TYPE I) SYMBOL (TYPE II) FLEXIBLE RAISED PAVEMENT MARKERS ( BROKEN (8 )) FLEXIBLE RAISED PAVEMENT MARKERS ( BROKEN (3 )) PAVEMENT MARKING REMOVAL CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) 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) TRAFFIC CONTROL (INITIAL SET UP) STA./LINE STA./LINE STA./LINE STA./LINE LIN. FT. LIN. FT. LIN. FT. LIN. FT. LUMP SUM LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET PRICE) 1 HOUR NOTES: BROKEN (3')(TYPE I) STA/LINE= STA/LINE-Yellow STA/LINE-White Subsidiary Striping 5.8 STA/LINE White Lane Widenings /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 Rooks Co. Proj. No KA Title: Traffic Control

General Notes. Project No /15/2018 Page 1 of 1

General Notes. Project No /15/2018 Page 1 of 1 5081 Page 1 of 13 General Notes 5/15/2018 Page 1 of 1 Project No. 82 183-82 KA D 5081-01 0309-19 1 2 Note The contractor is responsible for establishing and maintaining centerline of the traveled way for