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SDD 15c8 Pavement Marking, Mainline and Turn Lanes

4"2" " " EDGE LINE (WHITE)4" EDGE LINE (WHITE)EDGE OF TRAFFIC LANEEDGE OF TRAFFIC LANEEDGE OF TRAFFIC LANE3"4"6"CENTER LINETEMPORARY Pavement MARKINGTWO WAY TRAFFICONE WAY TRAFFICTWO WAY TRAFFICONE WAY TRAFFICPERMANENT Pavement MARKING4" EDGE LINE (WHITE)4" EDGE LINE (YELLOW)4" CENTER LINE(YELLOW)GENERAL NOTESDETAILS OF CONSTRUCTION NO SHOWN ON THIS DRAWING SHALL CONFORMTO STANDARD SPECIFICATIONS AND SPECIAL THE NO PASSING ZONE W14-3 SIGN WITH 50 FEET OF THE "T" MARKINGMEASURE FROM EDGE OF marking TO JOINT LINE. THIS DOES NOT INCLUDESPACE NEEDED FOR GROOVING "4"50'12 12'6"CENTER LINE4" CENTER LINE(YELLOW)LANE LINEMARKING (WHITE)NOTE: ALWAYS LEFTOF CENTER LINEIN THE DIRECTIONOF TRAFFIC2 NOTE: TYPICALLYLEFT OF CENTERLINE IN THEDIRECTIONOF TRAFFIC12 12'JOINT LINE50'4'50'4'50'3"3"LEGEND"T" MARKINGSIGN ON PERMANENT SUPPORTDIRECTION OF TRAFFICNOZONEPASSINGW14-314" WHITE1 12" BLACK CONTRAST1 12" BLACK CONTRAST12" MAX.

Pavement Marking, Mainline and Turn Lanes Version 19 Standard Detail Drawing 15c8 (sheet a) July 13, 2018 Longitudinal Marking (Mainline) References: Traffic Engineering, Operations and Safety Manual Chapter 3, (TEOpS Chapter 3)

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Transcription of SDD 15c8 Pavement Marking, Mainline and Turn Lanes

1 4"2" " " EDGE LINE (WHITE)4" EDGE LINE (WHITE)EDGE OF TRAFFIC LANEEDGE OF TRAFFIC LANEEDGE OF TRAFFIC LANE3"4"6"CENTER LINETEMPORARY Pavement MARKINGTWO WAY TRAFFICONE WAY TRAFFICTWO WAY TRAFFICONE WAY TRAFFICPERMANENT Pavement MARKING4" EDGE LINE (WHITE)4" EDGE LINE (YELLOW)4" CENTER LINE(YELLOW)GENERAL NOTESDETAILS OF CONSTRUCTION NO SHOWN ON THIS DRAWING SHALL CONFORMTO STANDARD SPECIFICATIONS AND SPECIAL THE NO PASSING ZONE W14-3 SIGN WITH 50 FEET OF THE "T" MARKINGMEASURE FROM EDGE OF marking TO JOINT LINE. THIS DOES NOT INCLUDESPACE NEEDED FOR GROOVING "4"50'12 12'6"CENTER LINE4" CENTER LINE(YELLOW)LANE LINEMARKING (WHITE)NOTE: ALWAYS LEFTOF CENTER LINEIN THE DIRECTIONOF TRAFFIC2 NOTE: TYPICALLYLEFT OF CENTERLINE IN THEDIRECTIONOF TRAFFIC12 12'JOINT LINE50'4'50'4'50'3"3"LEGEND"T" MARKINGSIGN ON PERMANENT SUPPORTDIRECTION OF TRAFFICNOZONEPASSINGW14-314" WHITE1 12" BLACK CONTRAST1 12" BLACK CONTRAST12" MAX.

2 GROOVE12" MAX. GROOVEJOINT LINELANE LINEMARKING(WHITE)JOINT LINE2" " - 20a15C08 - 20aSDD 15C08-a Longitudinal marking ( Mainline )STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATESTATEWIDE SIGNING AND MARKINGENGINEER/S/FHWALONGITUDINAL marking ( Mainline )February 2020 Matthew RauchVersion 20 Standard Detail Drawing 15c8 (sheet a) February 2020 Longitudinal marking ( Mainline ) References: Traffic Engineering, Operations and Safety Manual Chapter 3, (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices, Section 3B. Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT marking Line (Material) 4-Inch .. LF marking Line Same Day (Material) 4-Inch .. LF 646-9000-9999 marking Removing (Type) .. LF Locating No Passing Zones .. MI Temporary marking Line Removable Tape LF Temporary marking Line (Material) 4-Inch .. LF Standardized Special Provisions associated with this drawing: STSP# TITLE NONE Other SDDs associated with this drawing: SDD 15C8 Pavement marking sheet "a" ( Mainline ) is required.

3 Design Notes: Same day permanent Pavement marking quantity includes only centerline and No Passing marking . All other markings are measured and paid for under the appropriate standard permanent Pavement marking items. Add 4 epoxy quantity equal to 4 times the minimum distance between zones based on posted speed limit. This will allow for payment of Locating No Passing Zone marking beyond project limits. Contact Person: Matt Rauch (608) 246-5305 GENERAL NOTES1A SET OF ARROWS IS REQUIRED EVERY 400 FEET OR NEARINTERSECTIONS OR DRIVEWAYS WITH TURNING " WHITETURN BAY LENGTH OF LESS THAN 48' DOES NOT REQUIREPAVEMENT ARROWS OR OF TRAFFIC2 TWO WAY LEFT TURN LANE33 MINORCROSSSTREETMINORCROSSSTREETMAJORCRO SSSTREETMAJORCROSSSTREETLANE LINE (WHITE)LANE LINES(YELLOW)EDGE LINE (WHITE)EDGE LINE (YELLOW)SURFACED SHOULDER4" DOUBLE YELLOW24" DOUBLEYELLOW20'20'-50' , TYPE 2(WHITE)116'66 SDDSDD15C08 - 20b15C08 - 20bSDD 15C08-b Pavement marking (Turn Lanes )STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONPAVEMENT marking (TURN Lanes )Version 20 Standard Detail Drawing 15C8 (sheet b) February 2020 Pavement marking (Turn Lanes ) References: Traffic Engineering, Operations and Safety Manual Chapter 3, (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 3B Bid items associated with this drawing.

4 ITEM NUMBER TITLE UNIT marking Line (Material) 4-Inch .. LF marking Line Same Day (Material) 4-Inch .. LF marking Arrow (Material) .. EACH marking Words (Material) .. EACH marking Stop Line (Material) (Size) .. LF marking Removing (Type) .. LF Locating No Passing Zones .. MI Temporary marking Line Removable Tape LF Temporary marking Line (Material) 4-Inch .. LF Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE Other SDDs associated with this drawing: SDD 15C8 Longitudinal marking sheet "a" ( Mainline ) is required. Design Notes: The word ONLY can be eliminated if the turn lane is not long enough to accommodate both the Type 2 Arrow and ONLY. The word ONLY is recommended where through lane becomes mandatory turn lane. Contact Person: Matt Rauch (608) 246-5305 L = 48 - 87'L = 88 - 166'TURN LANE OPTIONSLENGTH OF TURN BAY ( ) OF 0 - 47' DOES NOTREQUIRE Pavement marking ARROWS OR WORDSL = >166'GENERAL NOTES18" WHITEQUANTITY AND LOCATION OF TYPE 3 ARROWS ARE THE SAME AS THE TYPE IIARROWS IN THE ADJACENT TURN LANE.

5 FOR TURN Lanes WITH A PHYSICALSEPARATION IN THE SAME DIRECTION OF TRAVEL, THE ARROWS AND "ONLY" marking MAY BE OF TRAFFIC= LENGTH OF TURN BAY2L8" WHITE3' LINE 9' GAPS20'L(SEE TURN LANE OPTIONS FOR PLACEMENT OFPAVEMENT marking ARROWS AND WORDS)**L20'8'DISTANCEVARIES8'32'8'20' ' '8'32' - 80'8'20' ' '8'DISTANCEVARIES1 WHITE LETTERSL*4' ,TYPE 3(WHITE)ARROW,TYPE II(TYP.)18" WHITE8" WHITE2' LINE6' GAPS4" YELLOW2' LINE6' GAPS(OPTIONAL)4" YELLOW2' LINE6' GAPS(OPTIONAL)MINIMUM OF 20' FROMSTOP LINE OR PC OF RADIUSMINIMUM OF 20' FROMSTOP LINE OR PC OF RADIUS1266 SDDSDD15C08 - 20c15C08 - 20cSDD 15C08-c Pavement marking (Turn Lanes )STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONPAVEMENT marking (TURN Lanes )Version 20 Standard Detail Drawing 15C8 (sheet c) February 2020 Pavement marking (Turn Lanes ) References: Traffic Engineering, Operations and Safety Manual Chapter 3, (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 3B Bid items associated with this drawing: ITEM NUMBER TITLE UNIT marking Line (Material) 4-Inch.

6 LF marking Line Same Day (Material) 4-Inch .. LF marking Arrow (Material) .. EACH marking Words (Material) .. EACH marking Stop Line (Material) (Size) .. LF marking Removing (Type) .. LF Locating No Passing Zones .. MI Temporary marking Line Removable Tape LF Temporary marking Line (Material) 4-Inch .. LF Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE Other SDDs associated with this drawing: SDD 15C8 Longitudinal marking sheet "a" ( Mainline ) is required. Design Notes: The word ONLY can be eliminated if the turn lane is not long enough to accommodate both the Type 2 Arrow and ONLY. The word ONLY is recommended where through lane becomes mandatory turn lane. Contact Person: Matt Rauch (608) 246-5305


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