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 E 00 RD E 00 RD E 00 RD E 000 RD E 00 RD E 00 RD E 0 RD W ARROW W BUFFALO W CHEROKEE W DAKOTA W EAGLE W GRANITE W HUNTER W KIOWA W LIMESTONE W NAVAJO W OSAGE W QUAIL W THUNDER W UNION W VICTORY LN W ZENITH W BIG BEAR LN W COZY COVE W DAY DREAM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Glade 0 0 0 0 0 0 0 0 0 0 Kirwin National Wildlife Refuge 0 0 0 0 Francis Wachs Wildlife Area 0 0 0 0 0 0 Agra E ARROW E BUFFALO E CHEROKEE E DAKOTA E EAGLE E FOX E GRANITE E HUNTER E IRON RD E JADE E KIOWA E LIMESTONE E MOHAWK E NAVAJO E OSAGE E PLAINS E QUAIL E RIDGE E SANTA FE E THUNDER E UNION E VICTORY E YANKEE E APACHE ACRE E BIG BEAR E COZY COVE E DAY DREAM RS 0 RW RW West Big Creek HOST -0 KA 0-0 - 0' R eb ecca Cr eek RS Bone Cr. Cro w Creek Creek Elk reek C Ja ckcreek Second Guide Meridian West W e st Crow West M West Cedar Creek West Plum Battle Creek Pra iddle Ceda r Creek irie DogCr. Creek Hanson Creek Trap Cre ek Ea st Big Cree k Spring Creek Bissell C reek Starvation Cre ek Wildcat Creek Cree k Bo ughtoncreek Ea st Plum Prairie View P lotner Cr eek KYLE Deer reek C C rooke d Creek Ash Creek Beav er Creek Creek Big Turner Creek Plum Wolf Cr ee k Creek Speed Gretna Cact us Creek Logan Long Island Stuttgart Woodruff RS RS RS RS RS RS RS RS Phillipsburg RS Kirwin Reservoir Kirwin Fork Solomon River No rt h RS - 0' - ' 0 00' 0 00' 0' 0' RW RW R0W R0W 0' 0' T0S T0S T0S T0S RS T0S T0S reek Me dicin e C Bow Creek T0S T0S First Standard Parallel South T0S T0S RW RW RW - 0' R0W RW - 0' RW RW RW RW Nebraska HIGHWAY MARKERS BOUNDARIES HIGHWAY CLASSIFICATIONS Interstate County Seat State Route - Undivided Populated Place ROAD CLASSIFICATIONS! Locale RS Route - Paved RS Route - Unpaved DRAINAGE Minor Road - Paved River or Major Drainage Minor Road - Gravel Lake or Reservoir Minor Road - Soil MAP SYMBOLS ROAD SYSTEM DESIGNATION RS Rural Secondary System Roundabout Interchange ST RD County Road System State System Bridge End of Designated System s GENERAL HIGHWAY MAP PHILLIPS COUNTY KANSAS PREPARED BY THE KANSAS DEPARTMENT OF TRANSPORTATION BUREAU OF TRANSPORTATION PLANNING IN COOPERATION WITH THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION Miles 0 MARCH 0 KDOT makes no warranties, guarantees, or representations for the accuracy of this information and assumes no liability for errors or omissions. R0W RW T0S T0S T0S T0S T0S T0S T0S T0S T0S T0S County T0S T0S Rooks County Franklin RW County RW RW RW RW RW RW - ' Norton Smith County County Graham Harlan - KA 0-0 0 Interstate Numbered Highway County Boundary State Boundary Kansas Turnpike Authority Military Fort Boundary 0 U.S. Numbered Highway Indian Reservation or Half-Breed Land 0 State Numbered Highway Section Park or Wildlife Area Incorporated City Limit Kansas Turnpike (KTA) Urban Area Controlled Access US Route - Divided CITIES OR TOWNS US Route - Undivided State Capitol State Route - Divided Railroad Co. W 00 RD W 00 LN LOGAN LAKE 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 0 RD W 00 RD W 00 RD CENTER RD E 00 RD E 0 RD E 00 RD E 00 RD E 00 RD E 00 RD E 0 RD Page
Page - KA 0-0 HOST -0 KA 0-0
General Notes //0 Page of Project No. -0 KA 0-0 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 Contact signs the listed local are KDOT the minimum Area office required. for the location The contractor of the RAP shall sampling provide all stockpiles. signs and other traffic control devices, for proper traffic control of all construction activities. 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. All millings will become the property of the contractor. Milling thickness will be adjusted at the beginning and ending of the project, at bridge approaches and at all grade crossings to allow a smooth transition. Page
Sheet of Rock Wedge TYPICAL SECTION A C. in. Overlay in. Mill & Inlay Rock Wedge : @ edge of Asphalt Match Existing Surface or varies ft wedge ft+ not to scale Typical slope. % 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. Overlay Location mile Width Mill & Inlay Sq YDS SQ YDS Normal roadway. 0, 0, Widening at Kirwin.,, Transition in wid @ Kirwin.0,0,0 Transition out wid @ Kirwin.0,0,0 Total.,, Beginning. miles west of Kirwin; Thence East. miles to the Phillips/Smith County Inlay based on SR- -A @. Ton/yd Overlay based on SR-.-A @.0 Ton/yd RATE OF APPLICATION SS-HP @ 0.0 gal/yd Edge AS- @ Wedge 0 Tons/Mile (Rock) @ 0 Tons/Mile Date: //0 : PM Phillips Co. PROJ. NO. - KA 0-0 Page KANSAS DEPARTMENT OF TRANSPORTATION.0 Mill and Inlay with a. Overlay
Typical Section B Sheet of Not to Scale Mill existing surface." to " ' per one inch overlay Existing Pavement Roadway Widths Location Miles Approx. Width Square Yards Trans Out BR # 0.00 0 * Beginning of Job 0.00 *0 Material from the milling operation shall become the property of the contractor and wasted at a site approved by the Engineer. This shall be subsidiary to the bid item Milling. Traffic shall not be allowed on milled surfaces. Wedging and drop-off treatments may be used on the edges of milled surfaces. This shall be subsidiary to the bid item Milling. HMA Surface course shall be placed to match original lines and grades of the existing asphalt pavement. *This is for information only Square yards are inluded in normal roadway milling quantities - KA 0-0 Page Include in Contract Documents
Typical Section C Sheet of Not to Scale Mill existing surface " to." ' per one inch overlay Existing Pavement Roadway Widths Location Miles Approx. Width Square Yards Trans Out BR # 0.00 0 * Material from the milling operation shall become the property of the contractor and wasted at a site approved by the Engineer. This shall be subsidiary to the bid item Milling. Traffic shall not be allowed on milled surfaces. Wedging and drop-off treatments may be used on the edges of milled surfaces. This shall be subsidiary to the bid item Milling. HMA Surface course shall be placed to match original lines and grades of the existing asphalt pavement. *This is for information only Square yards are inluded in normal roadway milling quantities - KA 0-0 Page Include in Contract Documents
TYPICAL SECTION D Sheet of List of Sideroads, Entrances, and Mailbox Turnouts Recieves." Overlay only based on.0 tons/sqyd Location Radius Side Roads Side SQYDS Sq.Yds. Overlay SQYDS E 00 & Hwy LT 0 0 0 E 00 & Hwy RT 0 MM. Drive RT 0 0 MM. Side Road RT 0 0 MM. Drive LT MM. Side Road RT MM.0 Side Road RT MM. Drive LT MM. Drive LT E 0 Side Road RT 0 E 0 Side Road LT MM. Drive LT E 00 Side Road RT E 00 Side Road LT 0 Mailbox turnouts total Both Varies Total,0 - KA 0-0 Phillips County - KA -0. " Overlay Page
Sheet of Rock Wedge TYPICAL SECTION A C. in. Overlay in. Mill & Inlay Rock Wedge : @ edge of Asphalt Match Existing Surface or varies ft wedge ft+ not to scale Typical slope. % 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. Overlay Location mile Width Mill & Inlay Sq YDS SQ YDS Normal roadway.,, Total.,, Beginning @ Phillips/Smith County then East. miles to JCT US RATE OF APPLICATION Inlay based on SR- -A @. Ton/yd Overlay based on SR-.-A @.0 Ton/yd SS-HP @ 0.0 gal/yd AS- Edge @ Wedge 0 Tons/Mile (Rock) @ 0 Tons/Mile Date: //0 : PM KANSAS DEPARTMENT OF TRANSPORTATION Smith Co. PROJ. NO. - KA 0-0.0 Mill and Inlay with a. Overlay Page
Typical Section B Sheet of Not to Scale Mill existing surface." to " ' per one inch overlay Existing Pavement Roadway Widths Location Miles Approx. Width Square Yards Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * Material from the milling operation shall become the property of the contractor and wasted at a site approved by the Engineer. This shall be subsidiary to the bid item Milling. Traffic shall not be allowed on milled surfaces. Wedging and drop-off treatments may be used on the edges of milled surfaces. This shall be subsidiary to the bid item Milling. HMA Surface course shall be placed to match original lines and grades of the existing asphalt pavement. *This is for information only Square yards are inluded in normal roadway milling quantities - KA 0-0 Page Include in Contract Documents
Typical Section C Sheet of Not to Scale Mill existing surface " to." ' per one inch overlay Existing Pavement Roadway Widths Location Miles Approx. Width Square Yards Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * Trans Out BR # 0.00 0 * End of Job 0.00 *0 Material from the milling operation shall become the property of the contractor and wasted at a site approved by the Engineer. This shall be subsidiary to the bid item Milling. Traffic shall not be allowed on milled surfaces. Wedging and drop-off treatments may be used on the edges of milled surfaces. This shall be subsidiary to the bid item Milling. HMA Surface course shall be placed to match original lines and grades of the existing asphalt pavement. *This is for information only Square yards are inluded in normal roadway milling quantities - KA 0-0 Page 0 Include in Contract Documents
TYPICAL SECTION D Sheet of List of Sideroads, Entrances, and Mailbox Turnouts Recieves." Overlay only based on.0 tons/sqyd (Sheet of ) Location Radius Side Roads Side SQYDS Sq.Yds. Overlay SQYDS MM. Drive LT 0 MM. Drive LT 0 MM. Drive LT 0 C Side Road RT 0 0 C Side Road LT 0 MM. Drive RT 0 MM. Side Road LT 0 E Road Side road RT E Road Side road LT F Road Side Road LT G Road Side Road RT G Road Side Road LT 0 MM. Drive RT MM. Drive RT MM. Drive RT MM. Side Road RT 0 MM. Drive LT 0 MM. Main St cedar RT 0 MM. Drive LT 0 MM. H Side Road RT 0 MM. H Side Road LT MM. Drive LT 0 MM.0 Drive LT 0 MM. Drive RT 0 MM. Drive LT MM. I Lane RT MM. J RD RT MM. J RD LT MM. K RD LT 0 MM. Drive LT 0 MM. Drive RT MM. Drive RT MM. Drive LT MM. L RD RT MM. th ST RT 0 MM.th ST LT MM.0th ST RT MM.0th ST LT MM.th ST RT 0 MM. Lenav ST LT 0 0 MM. Elevator Ent RT Total this sheet, Smith County - KA 0-0 Page. " Overlay
TYPICAL SECTION D Sheet of List of Sideroads, Entrances, and Mailbox Turnouts Recieves." Overlay only based on.0 tons/sqyd (Sheet of ) Location Radius Side Roads Side SQYDS Sq.Yds. Overlay SQYDS MM. th Street LT MM.th Street LT MM.rd Street LT 0 MM. M Road RT MM. M Road LT 0 MM. N Road RT MM. N Road LT MM. Drive LT 0 MM. Drive LT 0 0 MM. Drive RT 0 MM. O Road RT 0 MM. Drive RT MM. Drive RT MM. O Lane LT Mailboxes turnouts total both varies Total this sheet,0 Total previous sheet, Total,0 Smith County - KA 0-0. " Overlay Page
0 0 " SOLID EDGELINE " SOLID LINE " DOTTED EXTENSION LINE " SOLID EDGELINE D/ " BROKEN LANE LINE " LANE DROP LINE NOTE: DOTTED EXTENSION LINE TAPER LENGTH POSTED SPEED * FOR POSTED SPEEDS ABOVE 0 MPH W - D TYPICAL MARKING FOR AUXILIARY PASSING LANE " BROKEN LANE LINE " SOLID LINE SHOULDER LINE EDGE OF PAVEMENT " SOLID EDGE LINE TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS. " SOLID EDGE LINE EDGE OF PAVEMENT SHOULDER LINE " 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 EDGE OF PAVEMENT " SOLID EDGE LINE " SOLID EDGE LINE EDGE OF PAVEMENT TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS SHOULDER LINE " BROKEN LINE TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY " " SPACING (FT) 0 X SPEED (MPH) TWO-WAY LEFT TURN ARROW SPACING DETAIL " 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 Pg of // Added Dotted Extension and Lane Drop s B.A.H. B.D.G. /0/0 Removed Aux. Passing Lane Dotted Ext. J.F.F. B.D.G. //0 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 TE FHWA APPROVAL //0 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.
NOTE: ALL PAVEMENT MARKINGS SHALL BE BROKEN AT CROSS ROADS. FOR HIGHWAY JUNCTIONS THE NO PASSING ZONE WILL EXTEND 000 FROM INTERSECTION. " BROKEN LINE " SOLID LANE LINE " SOLID LINE " EDGE LINE " EDGE LINE 00 00 " EDGE LINE " SOLID LANE LINE " SOLID LINE " BROKEN LINE " EDGE LINE TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES EDGE OF PAVEMENT " BROKEN LANE LINE SHOULDER LINE " SOLID EDGE LINE " SOLID DOUBLE LINE " SOLID EDGE LINE EDGE OF PAVEMENT SHOULDER LINE " BROKEN LANE LINE TYPICAL MARKINGS FOR FOUR LANE ROADWAY " SOLID EDGE LINE W- EDGE OF PAVEMENT " BROKEN LINE " SOLID NO PASSING LINE EDGE OF PAVEMENT SHOULDER LINE " SOLID EDGE LINE TYPICAL TWO LANE MARKINGS NOTE: LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF " FROM LONGITUDINAL PAVEMENT JOINTS. Pg of NOTE: ON NON I, US, AND K ROUTES, " EDGE LINES MAY BE INSTALLED. " EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page // Added Dotted Extension and Lane Drop s B.A.H. B.D.G. /0/0 Removed Aux. Passing Lane Dotted Ext. J.F.F. B.D.G. //0 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 TE FHWA APPROVAL //0 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 " Diagonal " Edge " Broken " " Double " Edge " Stop " Type II Crosswalk " Type I Crosswalk " Chevron " Diagonal " Dotted Extension " Gore " Broken Lane Drop " Lane " Broken Lane Drop " Dotted Extension " Broken Lane (PCP) " Broken Lane " Edge " Edge LOCATION Entire Project, 0,0, Kirwin Widening Page x. x x. TOTALS 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0,0,0 0 0 NOTE: For Specific pavement marking details and dimensions see plan sheets - KA 0-0 NOTE: ALL TOTALS REFLECT ACTUAL QUANTITY OF PAVEMENT MARKING MATERIALS REQUIRED Project No. - KA -0
Project No. RECAPITULATION OF QUANTITIES - KA 0-0 - KA -0 ITEMS TOTAL UNITS PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()("),0 PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()("), PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (INTERSECTION GRADE) () (") PAVEMENT MARKING (INTERSECTION GRADE)()(") PAVEMENT MARKING (INTERSECTION GRADE)()(") 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
SUMMARY OF PAVEMENT MARKINGS " Diagonal " Edge " Broken " " Double " Edge " Stop " Type II Crosswalk " Type I Crosswalk " Chevron " Diagonal " Dotted Extension " Gore " Broken Lane Drop " Lane " Broken Lane Drop " Dotted Extension " Broken Lane (PCP) " Broken Lane " Edge " Edge LOCATION Entire Project,0,,, Page x. x x. TOTALS 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,,, 0 0 NOTE: For Specific pavement marking details and dimensions see plan sheets - KA 0-0 NOTE: ALL TOTALS REFLECT ACTUAL QUANTITY OF PAVEMENT MARKING MATERIALS REQUIRED Project No. - KA -0
Project No. RECAPITULATION OF QUANTITIES - KA 0-0 - KA -0 ITEMS TOTAL UNITS PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()("),0 PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()("), PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (MULTI-COMPONENT)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (THERMOPLASTIC)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (EPOXY)()(") PAVEMENT MARKING (INTERSECTION GRADE) () (") PAVEMENT MARKING (INTERSECTION GRADE)()(") PAVEMENT MARKING (INTERSECTION GRADE)()(") 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
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. R- 0 R- WORK ZONE SIGNS * SIZE SQ. FT. 0-..-.. & OVER W- W- W- 0 W- W0- W0- W0- W0-A W- KG0-0 G0- W- W-P KM-0 KG0- KI-0a KI-0a 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 ( TO ) PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES (EACH) 0 WORK ZONE SIGN (SPECIAL) SIGN NO.. SQ. FT. & LESS. SQ. FT. & OVER RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT WORK ZONE SIGNS (0 TO. SQ. FT.) WORK ZONE SIGNS (. TO. SQ. FT.) WORK ZONE SIGNS (. SQ. FT. & OVER) WORK ZONE BARRICADES (TYPE 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) " SOLID (TYPE I) STA./LINE " SOLID (TYPE II) STA./LINE " BROKEN (')(TYPE I) STA./LINE " BROKEN (')(TYPE II) STA./LINE " BROKEN (')(TYPE I). STA./LINE " BROKEN (')(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) EACH SYMBOL (TYPE II) EACH FLEXIBLE RAISED PAVEMENT MARKERS (" BROKEN ( )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS (" BROKEN ( )) STA./LINE PAVEMENT MARKING REMOVAL LIN. FT. CONCRETE SAFETY BARRIER (TYPE F) (TEMPORARY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F) (TEMP.-RELOCATE) LIN. FT. INERTIAL BARRIER SYSTEM EACH REPLACEMENT MODULES (IBS) EACH WORK ZONE SIGN (SPECIAL) (. SQ. FT. & LESS) EACH WORK ZONE SIGN (SPECIAL) (. 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) HOUR NOTES: " BROKEN (')(TYPE I)& " BROKEN (')(TYPE II) Phillips County =. STA Smith County =. STA/ Subsidiary Both Types White Phillips County. STA/ /0/ 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 TE FHWA APPROVAL 0/0/ APP D Kristina Erickson DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. Smith/Phillips Co. Proj. No. -0 KA 0-0 Title: Traffic Control Page