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 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. Page 2 of 13
Sheet 1 of 2 TYPICAL SECTION A C Slope Varies 1.5 in. Mill 1.5 in. Overlay Existing Width 44 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 Curb and Gutter and 4 Lane.718 48 20,219 Curb and Gutter and 4 Lane.257 60 9,046 Concrete pavement at old RR ROW (exclude).02 0 0 Curb and Gutter and 4 Lane north of stop sign.075 48 2,112 Transition out of Widening to C & G.055 39 1,258 Total 1.125 32,635 Beginning at the South City Limit of Plainville;Thence North 1.125 miles to the start of 30' roadway RATE OF APPLICATION Quantity based on SR- 12.5A @.0816 T/yd 2 SS-1HP or @ CSS-1H 0.05 gal/yd @ 0.05 2 gal/yd 2 Date: 5/15/2018 2:57 PM Rooks Co. PROJ. NO.183-82 KA 5081 Page 3 of 13 KANSAS DEPARTMENT OF TRANSPORTATION -01 TITLE: MILLOLCURB
Sheet 2 of 2 TYPICAL SECTION B C Slope Varies 1.5 in. Overlay 1:1 @ edge of Asphalt Match Existing Surface 30 ft 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. 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. Location mile Width Square Yards Normal Roadway 4.583 30 80,661 SR, Entrances and Tapers (26 total @ 50 Each) 3 433 Total 4.583 81,094 Beginning end of Curb and Gutter just north of K18; Thence North 4.583 miles to S Road RATE OF APPLICATION Quantity based on SR- 12.5A @.0816 T/yd 2 SS-1HP or @ CSS-1H 0.05 gal/yd @ 0.05 2 gal/yd 2 Date: 5/15/2018 4:10 PM Rooks Co. PROJ. NO.183-82 KA 5081 KANSAS DEPARTMENT OF TRANSPORTATION -01 TITLE: OLEARTHW Page 4 of 13
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 5 of 13 KDOT Graphics Certified Ú Minor Highway or County Road 183-82 KA 5081-01 Centerline rumble strips No Centerline rumble strips Centerline rumble strips 1 OF 2 2 1 1-15-10 Revised notes S.W.K. J.O.B. 1 9-24-09 Rem ì rumble strips thru sdrd. S.W.K. J.O.B. NO. DATE REVISIONS BY APP'D RD706 MILLED RUMBLE STRIPS FHWA APPROVAL 5-26-1 1 (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified 07-09-2015 APP'D. James O. Brewer TRACED Bowser TRACE CK. King
Page 6 of 13 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" B A A PLAN DETAILS OF DEPRESSION 7" B 5" B 2 1 1-15-10 Revised notes S.W.K. J.O.B. 1 9-24-09 Rem ì rumble strips thru sdrd. S.W.K. J.O.B. A A PLAN B DETAILS OF DEPRESSION (Alternate Shape) NO. RD706 DATE REVISIONS BY APP'D MILLED RUMBLE STRIPS FHWA APPROVAL 5-26-1 1 (CENTERLINE) DESIGNED DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP'D. James O. Brewer TRACED Bowser TRACE CK. King KDOT Graphics Certified 07-09-2015 "to " depth SECTION B-B (ALT. SHAPE) 2 OF 2 "to " depth SECTION A-A (Typical for both shapes) ÚTop of pavement ÚTop of pavement SECTION B-B 7" ALT. RUMBLE STRIP SHAPE "to " depth Radius Radius "to " depth End of Rad. Úì Sideroad or Paved Entrance End of Rad.
3 183-82 KA 5081-01 300 300 6" SOLID EDGELINE SOLID YELLOW 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 YELLOW LINE SHOULDER LINE 4 2 2 TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS. 9 3 3 SHOULDER LINE 6" BROKEN LANE LINE BROKEN YELLOW LINE TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY TYPICAL SPACING FOR LANE DROP. UNLESS OTHERWISE NOTED ON PLANS. 8 24 SOLID YELLOW LINE SHOULDER LINE 32 TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS SHOULDER LINE BROKEN YELLOW 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 7 of 13 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 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.
3 ALL PAVEMENT MARKINGS SHALL BE BROKEN AT CROSS ROADS. 183-82 KA 5081-01 FOR HIGHWAY JUNCTIONS THE NO PASSING ZONE WILL EXTEND 1000 FROM INTERSECTION. BROKEN YELLOW LINE 6" SOLID LANE LINE SOLID YELLOW LINE 6" EDGE LINE 6" EDGE LINE 500 500 6" EDGE LINE 6" SOLID LANE LINE SOLID YELLOW LINE BROKEN YELLOW LINE 6" EDGE LINE TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES 6" BROKEN LANE LINE SHOULDER LINE 12 SOLID YELLOW DOUBLE LINE 12 12 12 SHOULDER LINE 6" BROKEN LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY W14-3 BROKEN YELLOW LINE 12 12 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, EDGE LINES MAY BE INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page 8 of 13 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 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.
3 183-82 KA 5081-01 TYPICAL SIGNING AND MARKING FOR RIGHT LANE MUST TURN RIGHT BROKEN YELLOW LINE SIDE ROAD 25 MIN 8 FOR 55 MPH AND ABOVE USING THE SAME SPACING 80 8 8" SOLID LINE 561 80 SOLID YELLOW LINE 8" BROKEN LANE DROP LINE RIGHTLANE TYPICAL CROSSWALKS TYPE I: CROSSWALK LINES SHALL BE 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 TYPICAL 5 MIN. 8 Page 9 of 13 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.
16" 3 RAILROAD CROSSING MARKING 183-82 KA 5081-01 6" BROKEN LANE LINE 2 SYMBOL BROKEN YELLOW LINE 300 2 15 APPROX. SOLID YELLOW LINE SOLID YELLOW DOUBLE LINE 6.6 3.3 6.6 VARIES 6" SOLID LINE 6.6 1.6 10 24 20 16 60 5 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) 75 850 70 750 65 650 60 550 55 450 50 375 45 300 (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. 40 35 225 150 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. 30 25 20 (X) (X) (X) ALL DISTANCES ARE MINIMUM. TYPICAL APPROACH TAPER DETAIL DOUBLE YELLOW LINE X ( FROM CHART B) 25 MINIMUM A YELLOW 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 25 25 MPH 125 - SPEEDS < 45 MPH L= W*S 30 MPH 30 30 MPH 180 60 35 MPH 35 35 MPH 245 - SPEEDS = 45 MPH L= W*S 40 MPH 45 MPH 40 45 40 MPH 45 MPH 320 540 IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE 50 MPH 50 50 MPH 600 BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF 55 MPH 55 55 MPH 660 THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN 60 MPH 60 60 MPH 720 TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS. 65 MPH 65 65 MPH 780 70 MPH 70 70 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 10 of 13 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 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 YELLOW Diagonal 6" YELLOW Edge Broken YELLOW YELLOW YELLOW Double YELLOW Edge 2 Stop 2 Type II Crosswalk Type I Crosswalk Chevron 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 US 183 In Plainville S of K18 8,559 176 24 3,680 US 183 In Plainville N of K18 961 24 Entire Project 48,978 850 876 23,982 Page 11 of 13 x.25 x 2 x.25 TOTALS 0 48,978 2,380 0 0 0 0 0 0 0 0 0 0 176 48 0 9,060 876 5,996 0 0 ALL TOTALS REFLECT ACTUAL QUANTITY OF PAVEMENT MARKING MATERIALS REQUIRED Project No. 183-82 KA -01 5081
5081 Project No. 183-82 KA -01 RECAPITULATION OF QUANTITIES ITEMS TOTAL UNITS PAVEMENT MARKING (MULTI-COMPONENT)()() PAVEMENT MARKING (MULTI-COMPONENT)()(6") 51,358 PAVEMENT MARKING (MULTI-COMPONENT)()(8") PAVEMENT MARKING (MULTI-COMPONENT)()() PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)() 15,932 PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6") PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)() PAVEMENT MARKING (THERMOPLASTIC)()() PAVEMENT MARKING (THERMOPLASTIC)()(6") PAVEMENT MARKING (THERMOPLASTIC)()(8") PAVEMENT MARKING (THERMOPLASTIC)()() PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)() PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6") PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)() PAVEMENT MARKING (EPOXY)()() PAVEMENT MARKING (EPOXY)()(6") PAVEMENT MARKING (EPOXY)()(8") PAVEMENT MARKING (EPOXY)()() PAVEMENT MARKING (EPOXY)(YELLOW)() PAVEMENT MARKING (EPOXY)(YELLOW)(6") PAVEMENT MARKING (EPOXY)(YELLOW)() PAVEMENT MARKING (INTERSECTION GRADE) () () PAVEMENT MARKING (INTERSECTION GRADE)()(2) 224 PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)() 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 12 of 13
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 0 R4-1 2 WORK ZONE SIGNS * SIZE SQ. FT. 0-9.25 9.26-16.25 16.26 & OVER W3-4 2 W3-5 2 W8-11 0 W14-3 2 W20-1 2 W20-4 2 W20-5 2 W20-7A 2 W21-5 2 KG20-5 20 G20-4 1 W8-15 2 W8-15P 2 KM4-20 2 KG20-2 2 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 12 ) PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES () 40 WORK ZONE SIGN (SPECIAL) SIGN NO. 16.25 SQ. FT. & LESS 16.26 SQ. FT. & OVER RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.) WORK ZONE SIGNS (16.26 SQ. FT. & OVER) WORK ZONE BARRICADES (TYPE 3 4 TO 12 ) 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) 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) 396.6 STA./LINE BROKEN (3')(TYPE II) STA./LINE DOTTED EXTENSION (TYPE I) STA./LINE 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 ( BROKEN (8 )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS ( 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:4 " BROKEN (3')(TYPE I) 396.6 Sta/=301.4 Sta/-Yellow/ 95.2 Sta/-White 3 2 1 11/10/16 Removed Replacement Modules Summary Table, Added JGB (IBS) to Replacement Modules description NO. DATE REVISIONS BY APP D 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 13 of 13 Rooks Co. Proj. No. 183-82 KA 5081-01 Title: Traffic Control