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Of 706-001 1 4 RAISED PAVEMENT MARKERS TYPICAL

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Of 706-001 1 4 RAISED PAVEMENT MARKERS TYPICAL 40' Direction of Traffic 40' 20' 10' 10' Direction of Traffic MD/Y RPMs 6" Yellow (10'-30') 6" Yellow 15' 40' Y/Y RPMs (Typ.) 15' 6" Black Contrast Y/Y RPMs 6" Yellow (10'-30') Direction of Traffic Direction of Traffic ALTERNATING SKIP LINE SOLID LINE WITH SKIP Direction of Traffic 6" Yellow (10'-30') 40' 15' W/R RPMs 6" White (10'-30') 15' Y/Y RPMs (Typ.) 6" Yellow Direction of Traffic Direction of Traffic Y/Y RPMs 6" Yellow (10'-30') SKIP LINE W/R RPMs 6" Yellow 40' 40' Direction of Traffic 40' Direction of Traffic SKIP LINE WITH TWO-WAY LEFT TURN LANE 15' 6" Yellow MD/Y RPMs 10' 10' 20' Y/Y RPMs (Typ.) 6" Yellow (10'-30') 6" Black Contrast Direction of Traffic 6" White (10'-30') 40' 10' 10' SOLID LINE WITH ALTERNATING SKIP W/R RPMs 6" Yellow Direction of Traffic 6" Yellow (10'-30') Y/Y RPMs Direction of Traffic 6" Black Contrast (Typ.) 15' 6" Double Yellow 6" Yellow 40' Direction of Traffic 10' 10' 20' Y/Y RPMs (Typ.) Direction of Traffic ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE DOUBLE SOLID LINE GENERAL NOTES: LEGEND: 1. Offset all RPMs 1" from solid B/C = BACK OF CURB longitudinal lines unless otherwise EOP = EDGE OF PAVEMENT noted or shown. Direction of Traffic 6" White (10'-30') 40' RPM = RAISED PAVEMENT MARKER 2. Spacing may be reduced for sharp 15' curves if required. W/R = WHITE/RED RPM 3. For placement of RPMs on ramps, Y/Y = YELLOW/YELLOW RPM see Index 711-003. W/R RPMs (Typ.) Direction of Traffic Y/R = YELLOW/RED RPM M A 4. Make the traffic face of the RPM 02 MD/Y = MONO-DIRECTIONAL : the same color as the pavement 03 YELLOW RPM : marking that it is supplementing. 8 MULTILANE 2017 / 23 / 10 LAST DESCRIPTION: ON INDEX SHEET I FY 2018-19 REVISION TYPICAL PLACEMENT OF S I 11/01/17 V STANDARD PLANS RAISED PAVEMENT MARKERS E 706-001 1of4 R Install RPMs At 20' Center To Center Install RPMs At 20' Center To Center 1" W/R RPMs (Typ.) Y/Y RPMs (Typ.) RPM PLACEMENT AT INTERSECTIONS 6" White raffic on of T Directi Direction of Traffic 8" Solid White 18" White 6" White W/R RPMs (Typ.) Gore Area 45° 18" 45° 45° Beginning of physical gore White W/R RPMs (Typ.) Edge Of Pavt. D irection of T raffic 6" Yellow Right side of the roadway shown. For the left side of roadway, the pavement marking is yellow and oriented opposite hand. RPM PLACEMENT AT TRAFFIC CHANNELIZATION AT GORE RPM PLACEMENT AT ROADSIDE CROSSHATCHING (Traffic Flows In Same Direction) NOTE: LEGEND: c raffi of T tion Direc B/C = BACK OF CURB Y/Y RPMs (Typ.) 6" Yellow 1. Center the Raised Pavement Markers between chevrons EOP = EDGE OF PAVEMENT 6" Double Yellow and crosshatching. RPM = RAISED PAVEMENT MARKER W/R = WHITE/RED RPM Median Or Island 45° Y/Y = YELLOW/YELLOW RPM 18" Yellow Y/R = YELLOW/RED RPM MD/Y = MONO-DIRECTIONAL YELLOW RPM 6" Double Yellow M D irection A of T raffic 6" Yellow 02 : 03 : 8 RPM PLACEMENT AT TRAFFIC SEPARATION 2017 (Traffic Flows In Opposite Direction) / 23 / 10 LAST DESCRIPTION: ON INDEX SHEET I FY 2018-19 REVISION TYPICAL PLACEMENT OF S I 11/01/17 V STANDARD PLANS RAISED PAVEMENT MARKERS E 706-001 2 of4 R 3/29/2018 12:49:14 PM 11/01/17 REVISION LAST REVISION DESCRIPTION: 6" Yellow 6" Yellow 6" Yellow 6" Yellow 6" Yellow 6" Yellow EOP EOP EOP EOP EOP EOP Median W idths Varies Varies '-6" Greater Than 8 Direction ofTraffic Direction ofTraffic Direction ofTraffic FLUSH MEDIANOPENINGS Direction ofTraffic Direction ofTraffic Direction ofTraffic Grass Grass Grass Area Area Area DETAIL "C" DETAIL "A" DETAIL "B' ( T Y P 6 ( T ' . ) Y MD/Y RPMs(Typ.) P 6 MD/Y RPMs(Typ.) ' . 12" (Typ.) ) MD/Y RPMs(Typ.) RPM PLACEMENT ATMEDIANOPENINGS 8" (Typ.) (When called for in the Plans) 8" (Typ.) STANDARD PLANS FY 2018-19 6" Yellow 6" Yellow 6" Yellow 6" Yellow 6" Yellow 6" Yellow B/C B/C B/C B/C B/C B/C Median W idths Varies Varies '-6" Greater Than 8 TYPE "D"OR"F"CURB Direction ofTraffic Direction ofTraffic Direction ofTraffic Direction ofTraffic Direction ofTraffic Direction ofTraffic Grass Grass Grass Area Area Area DETAIL "D" DETAIL "E" DETAIL "F" ( RAISED PAVEMENT MARKERS T Y P 6 ' . ) TYPICAL PLACEMENT OF ( T Of Curb(Typ.) MD/Y RPMsOnTop Of Curb(Typ.) MD/Y RPMsOnTop Of Curb(Typ.) MD/Y RPMsOnTop Y P 6 ' 12" (Ty . p.) ) (Median Nose) Yellow ReflectivePaint (Median Nose) Yellow ReflectivePaint 8" (Typ.) (Median Nose) Yellow ReflectivePaint 8" (Typ.) NOTES: 1. For Type "E" Curb, install RPMs along the pavement edge marking using the same spacing shown. 2. Orient traffic faces of RPMs in curb median radii to be parallel to direction of travel lanes. RPM PLACEMENTDETAIL LEGEND: B/C =BACKOFCURB EOP = EDGE OF PAVEMENT RPM =RAISEDPAVEMENTMARKER W/R =WHITE/REDRPM Y/Y = YELLOW/YELLOW RPM Y/R =YELLOW/REDRPM YELLOW RPM MD/Y = MONO-DIRECTIONAL SPEED LIMIT 50 OR MORE 30 OR LESS POSTED MPH 35 45 40 Traffic SeparatorNose 8" (Typ.) 706-001 FEET RPM (SeeNote2) "Y" 30 20 20 40 10 INDEX 3 SHEET of 4 Direction of Traffic W/R RPMs Yellow Reflective 20' Paint On Nose 8" White (Typ.) B/C c i Direction of Traffic ) . D f MD/Y RPMs On Top Of ir f ect p ion a 6" Yellow o Traffic Separator y f r Tr a T ff T ic ( f " o 8 n o i B t B/C / c C For Illustrative Purpose Only e r i 6" White D B/C Yellow Reflective Paint MD/Y RPMs On Top Traffic Separator (Any Type) On Traffic Of Curb At 8" (Typ.) Varies (4'-0" TO 8'-6") Separator Nose 6" Yellow 8" White Direction of Traffic DETAIL "G" DETAIL "J" MD/Y RPMs On Top Of Curb At 8" (Typ.) 8" White 20'-0" 6" Yellow Direction of Traffic W/R RPMs On Top Of Curb At 36" C.C (Typ.) For Illustrative Purpose Only ffic f Tra tion o SEE DETAIL "J" Direc B/C Direction of Traffic Yellow Reflective ) 8" White . Paint On Nose 6" Double Yellow p Varies (4'-0" TO 8'-6") y "Y" (Typ.) T W/R RPMs ( 8" White Y/Y RPMs (Typ.) " 8 W/R RPMs 8" White Yellow Reflective Paint On Nose 8" White ffic Tra B/C Y/Y RPMs of on SEE DETAIL "J" 18" Yellow (Typ.) "Y" (Typ.) ecti Dir W/R RPMs On Top Of 6" Double Yellow Curb At 36" C.C (Typ.) Direction of Traffic 6" Yellow 20'-0" Direction of Traffic 8" White MD/Y RPMs On Top Of Curb At 8" (Typ.) For Illustrative Purpose Only DETAIL "H" DETAIL "K" RPM PLACEMENT AT ISLANDS RPM PLACEMENT AT TRAFFIC SEPARATORS (When called for in the Plans) (When called for in the Plans) NOTES: LEGEND: POSTED "Y" 1. For Type "E" Curb install RPMs along SPEED LIMIT FEET B/C = BACK OF CURB MPH the pavement edge marking using the same spacing shown. EOP = EDGE OF PAVEMENT 30 OR LESS 10 35 20 RPM = RAISED PAVEMENT MARKER 2. Orient traffic faces of RPMs in 40 20 M W/R = WHITE/RED RPM P median radii to be parallel to direction 45 30 4 1 : of travel lanes. 9 50 OR MORE 40 Y/Y = YELLOW/YELLOW RPM 4 : 2 1 Y/R = YELLOW/RED RPM MD/Y = MONO-DIRECTIONAL 8 1 YELLOW RPM 0 2 / 9 2 / 3 LAST N DESCRIPTION: O INDEX SHEET I FY 2018-19 REVISION TYPICAL PLACEMENT OF S I 11/01/17 V STANDARD PLANS RAISED PAVEMENT MARKERS E 706-001 4of4 R.
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