59-2 KA Page 1 of 16

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1 59-2 KA Page 1 of 16

2 Area office to Page 2 of 16

3 Rock Wedge TYPICAL SECTION C 2.0 in. Overlay 2.0 in. Mill Rock Wedge edge of Asphalt Match Existing Surface 30.0 ft wedge 2.0ft+ not to scale Typical slope 1.56 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer. Existing surface may be irregular and contain edge ruts. Contractor to fill to finished slope. Material for wedges shall be furnished by the contractor and paid for as Pavement Edge Wedge (Rock). To allow for a reasonable transition the overlay is to be tapered approximately three feet at all paved side roads and entrances (except those that are approved to be fully paved). ROADWAY WIDTHS Approx. Approx. Location mile Width ft Location mile Width egin 0.21 miles south of the NCL of Garnett, thence north to 0.25 miles south of the AN/FR Co. line Widenings: North Ent. to School 333 sqyds Scipio Rd 1321 sqyds S Left Turn Lane to Homerun Drive & N Right Turn Lane to Homerun Drive sqyds RATE OF APPLICATION Quantity based on SR- Ton/yd 2 PG or 0.05 approved gal/yd 2 alternate shall be used for Tack. Rock Edge 150 lb/ft 3 Millings 145 lb/ft 3 Date: 12/19/ :35 AM AndersonCo. PROJ. NO.59-2 KA Page 3 of 16 KANSAS DEPARTMENT OF TRANSPORTATION TITLE: MILLOLROCKW

4 Rock Wedge TYPICAL SECTION C 1.5 in. Overlay 3.0 in. Mill Rock Wedge (Shldrs Vary) edge of Asphalt Match Existing Surface 46.0 ft wedge 2.0ft+ not to scale Typical slope 1.56 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer. Existing surface may be irregular and contain edge ruts. Contractor to fill to finished slope. Material for wedges shall be furnished by the contractor and paid for as Pavement Edge Wedge (Rock). To allow for a reasonable transition the overlay is to be tapered approximately three feet at all paved side roads and entrances (except those that are approved to be fully paved). ROADWAY WIDTHS Approx. Approx. Location mile Width Location mile Width egin approx miles south of the AN/FR Co. line, thence North to the AN/FR County line RATE OF APPLICATION Quantity based on SR- Ton/yd 2 PG or 0.05 approved gal/yd 2 alternate shall be used for Tack. Rock Edge 150 lb/ft 3 Millings 145 lb/ft 3 Date: 12/14/2017 2:36 PM AndersonCo. PROJ. NO.59-2 KA Page 4 of 16 KANSAS DEPARTMENT OF TRANSPORTATION TITLE: MILLOLROCKW

5 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 URANIZED 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 YPASS 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 5 of 16 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 Rem ì rumble strips thru sdrd. S.W.K. J.O.. NO. DATE REVISIONS Y APP'D RD706 MILLED RUMLE STRIPS FHWA APPROVAL (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified APP'D. James O. rewer TRACED owser TRACE CK. King

6 Page 6 of 16 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 ELEVATION 7" 5" A A PLAN DETAILS OF DEPRESSION 7" 5" Revised notes S.W.K. J.O Rem ì rumble strips thru sdrd. S.W.K. J.O.. A A PLAN DETAILS OF DEPRESSION (Alternate Shape) NO. RD706 DATE REVISIONS Y APP'D MILLED RUMLE STRIPS FHWA APPROVAL (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP'D. James O. rewer TRACED owser TRACE CK. King KDOT Graphics Certified "to " depth SECTION - (ALT. SHAPE) 2 OF 2 "to " depth SECTION A-A (Typical for both shapes) ÚTop of pavement ÚTop of pavement SECTION - 7" ALT. RUMLE STRIP SHAPE "to " depth Radius Radius "to " depth End of Rad. Úì Sideroad or Paved Entrance End of Rad.

7 Construct rumble strips on shoulder through passing or climbing lane (Except for entrances, sideroads, and intersections) ì Major HighwayÛ TYPICAL PASSING OR CLIMING LANES Rumble strips continuous on median shoulders TYPICAL INTERCHANGE RAMP ENTRANCE & EXIT Rumble strips on shoulder No rumble strips to be constructed on shoulder through this area Rumble strips on shoulder ì Major HighwayÛ Rumble strips on shoulder No rumble strips to be constructed on shoulder through this area Rumble strips on shoulder Revised Detail, Rumble Strip Dim. S.W.K. J.O.. TYPICAL INTERSECTION Add. detail for Rumble strip on PCCP S.W.K. J.O Added Sec. - (Alt.) S.W.K. J.O Rev. Layout and Added Alt. Shape S.W.K. J.O.. NO. DATE REVISIONS Y APP'D MILLED RUMLE STRIPS (CONCRETE/ASPHALT SHOULDER) SHOULDER WIDTH ï 2'-0" RD707 FHWA APPROVAL DESIGNED DETAILED DESIGN CK. DETAIL CK. QUAN.CK. QUANTITIES APP'D. James O.rewer TRACED owser TRACE CK. King Limit of rumble strips No rumble strips to be constructed on outside shoulder through this area Rumble strips on outside shoulder on outside shoulder Limit of rumble strips No rumble strips to be constructed on outside shoulder through this area Rumble strips on outside shoulder on outside shoulder Page 7 of 16 KDOT Graphics Certified 1 OF 2 KDOT Graphics Certified Ú Minor Highway Unimportant Road

8 Trans. Jt.Ü Trans. Jt.Ü Trans. Jt.Ü Trans. Jt.Ü 6" 6" KDOT Graphics Certified Rumble strips on shoulder No rumble strips to be constructed Rumble strips on shoulder through this area 10 Depressions Revised Detail, Rumble Strip Dim. S.W.K. J.O Add. detail for Rumble strip on PCCP S.W.K. J.O Added Sec. - (Alt.) S.W.K. J.O Rev. Layout and Added Alt. Shape S.W.K. J.O.. NO. DATE REVISIONS Y APP'D MILLED RUMLE STRIPS (CONCRETE/ASPHALT SHOULDER) SHOULDER WIDTH ï 2'-0" RD707 FHWA APPROVAL DESIGNED DETAILED DESIGN CK. DETAIL CK. QUAN.CK. QUANTITIES APP'D. James O.rewer TRACED owser TRACE CK. King KDOT Graphics Certified "to " depth 2'-8 " 15'-0" ShoulderÜ ì ProjectÜ MINOR SIDEROAD OR ENTRANCE Edge of Travel WayÜ Typ. 15'-0" PLAN VIEW-SPACING OF RUMLE STRIPS End of Rad. Úì Sideroad or Paved Entrance End of Rad. Contr.Jt. (Conc.)Ü 2'-8 " Contr.Jt. (Conc.)Û 2'-8 " Note: Construct rumble strips at normal spacing on the shoulders at field or other low-use, non-paved entrances. 6'-0" (typ.) Edge of Travel WayÜ Typ. 14 " MILLED RUMLE STRIP on PCCP OVERLAY (ï 5") SECTION - (ALT. SHAPE) "to " depth Conc. Sho. GENERAL NOTES All work and materials required for construction of rumble strips in asphalt or concrete pavement are paid under the bid item "Rumble Strips (Milled)". See typical sections for other surfacing and shoulder details. Construct rumble strips on directional ramps and tapers. Adjust the number of depressions when concrete pavement contraction joint spacing is less than 15'-0". No variation in spacing between depressions is permitted. Clearance is 2'-0" (min.) to 3'-0" (max.) between Either rumble strip shape is acceptable with no mixing of shapes on a project unless approved by the engineer. ÚTop of pavement Top of pavementü SECTION - ELEVATION SECTION A-A (Typical for both shapes) Do not construct rumble strips on bridges or concrete bridge approaches the edge of depression and contraction joint. Center each group of depressions between contraction joints. Page 8 of 16 "to " depth Radius Radius "to " depth 7" 5" A A 7" PLAN DETAILS OF DEPRESSION PLAN 7" 5" A A DETAILS OF DEPRESSION (Alternate Shape) 2 OF 2

9 " SOLID WHITE EDGELINE 4" SOLID YELLOW LINE 6" DOTTED WHITE EXTENSION LINE 6" SOLID WHITE EDGELINE D/4 6" ROKEN WHITE LANE LINE 6" WHITE LANE DROP LINE NOTE: DOTTED EXTENSION LINE TAPER LENGTH POSTED SPEED * 12 FOR POSTED SPEEDS AOVE 40 MPH W 4-2 D TYPICAL MARKING FOR AUXILIARY PASSING LANE 6" ROKEN 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" ROKEN WHITE LANE LINE 4" ROKEN 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 ROKEN LINES UNLESS OTHERWISE NOTED ON PLANS SHOULDER LINE 4" ROKEN 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 9 of 16 Pg 1 of 2 5/25/12 Added Dotted Extension and Lane Drop s.a.h..d.g. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. J.F.F..D.G. 1 7/26/05 New FHWA Approval Date J.F.F..D.G. NO. DATE REVISIONS Y APP D TYPICAL PAVEMENT MARKING DETAILS FOR UNDIVIDED ROADWAYS TE308 FHWA APPROVAL 5/25/2012 APP D rian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK..D.G. DETAIL CK..D.G. QUAN. CK. TRACE CK.

10 3 NOTE: ALL PAVEMENT MARKINGS SHALL E ROKEN AT CROSS ROADS. FOR HIGHWAY JUNCTIONS THE NO PASSING ZONE WILL EXTEND 1000 FROM INTERSECTION. 4" ROKEN 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" ROKEN YELLOW LINE 6" WHITE EDGE LINE TYPICAL ROAD JUNCTION MARKINGS WITH YPASS LANES EDGE OF PAVEMENT 6" ROKEN WHITE LANE LINE SHOULDER LINE 6" SOLID WHITE EDGE LINE 12 4" SOLID YELLOW DOULE LINE " SOLID WHITE EDGE LINE EDGE OF PAVEMENT SHOULDER LINE 6" ROKEN WHITE LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY 6" SOLID WHITE EDGE LINE W14-3 EDGE OF PAVEMENT 4" ROKEN 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 E 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 E INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page 10 of 16 5/25/12 Added Dotted Extension and Lane Drop s.a.h..d.g. 2 9/20/05 Removed Aux. Passing Lane Dotted Ext. J.F.F..D.G. 1 7/26/05 New FHWA Approval Date J.F.F..D.G. NO. DATE REVISIONS Y APP D TYPICAL PAVEMENT MARKING DETAILS FOR UNDIVIDED ROADWAYS TE308 FHWA APPROVAL 5/25/2012 APP D rian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK..D.G. DETAIL CK..D.G. QUAN. CK. TRACE CK.

11 3 TYPICAL SIGNING AND MARKING FOR RIGHT LANE MUST TURN RIGHT 4" ROKEN YELLOW LINE SIDE ROAD 25 MIN 8 FOR 55 MPH AND AOVE USING THE SAME SPACING " SOLID WHITE LINE " SOLID YELLOW LINE 8" ROKEN WHITE LANE DROP LINE RIGHTLANE TYPICAL CROSSWALKS TYPE I: CROSSWALK LINES SHALL E SOLID WHITE LINES. THEY SHALL E SPACED A MINIMUM OF 6 APART FROM INSIDE EDGE TO INSIDE EDGE. TYPE II: THESE LINES SHOULD E SOLID WHITE 24" WIDE PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE LINE PLACEMENT IS DETERMINED Y LANE LINE,CENTER LINE, AND WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR. THE CROSSWALK WIDTH SHOULD E NOT LESS THAN 8. THE TRANSVERSE CROSSWALK LINES MAY E 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 WHITE LINE WHEN REQUIRED, STOP LINES SHALL E 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 and Lane Drop s.a.h..d.g. 10/20/06 RR Xing Symbol Changed from 18" to 16" T.L.H..D.G. 1 9/20/05 Added 4" Solid Yellow Double to RRxing J.F.F..D.G. NO. DATE REVISIONS Y APP D TYPICAL MISCELLANEOUS 5 MIN. 8 Page 11 of 16 PAVEMENT MARKING DETAIL SHEET TE309 FHWA APPROVAL 7/26/2005 APP D rian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK..D.G. DETAIL CK..D.G. QUAN. CK. TRACE CK.

12 16" 3 RAILROAD CROSSING MARKING 6" ROKEN WHITE LANE LINE 24" SYMOL 4" ROKEN YELLOW LINE " 15 APPROX. 4" SOLID YELLOW LINE 4" SOLID YELLOW DOULE LINE VARIES 6" SOLID WHITE LINE DISTANCE D FROM CHART A 6" WHITE EDGE LINE W 10-1 R R A THREE-LANE ROADWAY SHOULD E MARKED WITH A CENTERLINE FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A CROSSING. ON MULTI-LANE ROADS THE TRANSVERSE ANDS SHOULD EXTEND ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R SYMOLS SHOULD E USED IN EACH APPROACH LANE. REFER TO STANDARD ALPHAET FOR HIGHWAY SIGNS AND MARKINGS FOR R X R SYMOLS 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 NOTE: ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY E 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 4" DOULE YELLOW LINE X ( FROM CHART ) 25 MINIMUM 4" A YELLOW DIAGONAL LINE L 30 6" SOLID WHITE LANE LINE 4" 24" WHITE STOP LINE 4" THE APPROACH TAPER LENGTH FROM POINT A TO POINT IS TO E DETERMINED USING CHART C. VALUES FOR L WERE CALCULATED USING THE EQUATIONS ELOW AND INCREASED CHART "" 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 ETWEEN LINES SHOULD E AT LEAST FOUR TIMES THE HEIGHT OF 55 MPH MPH 660 THE CHARACTERS FOR LOW SPEED ROADS UT 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 12 of 16 Pg 2 of 2 5/25/12 Updated Chart and Lane Drop s.a.h..d.g. 2 10/20/06 RR Xing Symbol Changed from 18" to 16" T.L.H..D.G. 1 9/20/05 Added 4" Solid Yellow Double to RRxing J.F.F..D.G. NO. DATE REVISIONS Y APP D TYPICAL MISCELLANEOUS PAVEMENT MARKING DETAIL SHEET TE309 FHWA APPROVAL 7/26/2005 APP D rian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK..D.G. DETAIL CK..D.G. QUAN. CK. TRACE CK.

13 LOCATION 6" Solid WHITE Edge 6" roken WHITE Lane 6" Dotted WHITE Extension SUMMARY OF PAVEMENT MARKINGS 6" Solid WHITE Lane 8" Solid WHITE Gore Solid WHITE Diagonal Solid WHITE Chevron Solid WHITE Type I Crosswalk 24" Solid WHITE Type II Crosswalk 24" Solid WHITE Stop 4" Solid YELLOW Double 4" Solid YELLOW 4" roken YELLOW 6" Solid YELLOW Edge N/S 70, ,333 8,628 8,947 8, Solid YELLOW Diagonal TOTALS (LF) 70, , ,628 8,947 8, Project: 59-2 KA Page 13 of 16

14 SUMMARY WORD & SYMOL MARKINGS LOCATION STOP ONLY X-ING SCHOOL Homerun Drive 4 5 TOTALS 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 14 of 16

15 Project: 59-2 KA RECAPITULATION OF QUANTITIES ITEMS TOTAL UNITS PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 72,275 PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8") PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)() PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6") 25,948 PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)() 251 PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(4") PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(6") PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(8") PAVEMENT MARKING (THERMOPLASTIC)(WHITE)() PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)() PAVEMENT MARKING (EPOXY)(WHITE)(4") PAVEMENT MARKING (EPOXY)(WHITE)(6") PAVEMENT MARKING (EPOXY)(WHITE)(8") PAVEMENT MARKING (EPOXY)(WHITE)() PAVEMENT MARKING (EPOXY)(YELLOW)(4") PAVEMENT MARKING (EPOXY)(YELLOW)(6") PAVEMENT MARKING (EPOXY)(YELLOW)() PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) () PAVEMENT MARKING (INTERSECTION GRADE)(WHITE)(24") PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)() PAVEMENT MARKING SYMOL (INTERSECTION GRADE) (WHITE) (R/R XING) EACH PAVEMENT MARKING SYMOL (INTERSECTION GRADE) (WHITE) (Lt Turn Arrow) 5 EACH PAVEMENT MARKING SYMOL (INTERSECTION GRADE) (WHITE) (Rt Turn Arrow) 4 EACH PAVEMENT MARKING SYMOL (INTERSECTION GRADE) (WHITE) ( ONLY ) EACH PAVEMENT MARKING SYMOL (INTERSECTION GRADE) (WHITE) (Rt/Thru Arrow) EACH PAVEMENT MARKING REMOVAL NOTE: WORDS & SYMOLS SHALL CONFORM TO THE LATEST EDITION OF "STANDARD ALPHAETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" PRINTED Y THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. Page 15 of 16

16 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 R4-1 2 WORK ZONE SIGNS * SIZE SQ. FT & OVER W3-4 2 W3-5 W8-11 W W W W20-5 W W21-5 G20-4 KG KM4-20 KG KI-104a 2 KI-105a 2 LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE HIGH INTENSITY) ARROW DISPLAY PORTALE CHANGEALE MESSAGE SIGN ARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO 12 ) PEDESTRIAN FIXED PORTALE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES (EACH) 66 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 ARRICADES (TYPE 3 4 TO 12 ) WORK ZONE ARRICADES (PEDESTRIAN) CHANNELIZER (FIXED) CHANNELIZER (PORTALE) CHANNELIZER (PEDESTRIAN) WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE HIGH INTENSITY) ARROW DISPLAY PORTALE CHANGEALE MESSAGE SIGN PAVEMENT MARKING (TEMPORARY) 4" SOLID (TYPE I) STA./LINE 4" SOLID (TYPE II) STA./LINE 4" ROKEN (8')(TYPE I) STA./LINE 4" ROKEN (8')(TYPE II) STA./LINE 4" ROKEN (3')(TYPE I) STA./LINE 4" ROKEN (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 ROKEN (LINE MASKING TAPE) STA./LINE SYMOL (TYPE I) EACH SYMOL (TYPE II) EACH FLEXILE RAISED PAVEMENT MARKERS (4" ROKEN (8 )) STA./LINE FLEXILE RAISED PAVEMENT MARKERS (4" ROKEN (3 )) STA./LINE PAVEMENT MARKING REMOVAL LIN. FT. CONCRETE SAFETY ARRIER (TYPE F3) (TEMPORARY) LIN. FT. CONCRETE SAFETY ARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY ARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT. INERTIAL ARRIER SYSTEM EACH REPLACEMENT MODULES (IS) 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) LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET PRICE) 1 HOUR NOTES: /10/16 Removed Replacement Modules Summary Table, Added JG (IS) to Replacement Modules description NO. DATE REVISIONS Y APP D TRAFFIC CONTROL SUMMARY OF DEVICES RECAPITULATION OF QUANTITIES TE795 FHWA APPROVAL 06/01/15 APP D Kristina Erickson DESIGNED.A.H. DETAILED R.W.. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. Page 16 of 16 Anderson Co. Proj. No KA Title: