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
Y/Y RPMs 6" Yellow (10'-30')
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 Traffic Separator Nose
MD/Y RPMs On Top Direction of Traffic Direction of Traffic 6" Yellow 6" Yellow Of Curb (Typ.)
)
.
MD/Y RPMs (Typ.) p
y
Yellow Reflective Paint T
(
EOP
(Median Nose) "
B/C 8 6' 6 (TY ' P. ) (T ) ) Y .
. s s P.) p
p e e
y i i
Grass y Grass r r
T
T
( a a Area ( Area
" V V
"
8
8 RPM (See Note 2)
B/C EOP
Direction of Traffic Direction of Traffic 6" Yellow 6" Yellow RPM PLACEMENT DETAIL
DETAIL "A" DETAIL "D"
Direction of Traffic Direction of Traffic POSTED "Y" 6" Yellow MD/Y RPMs (Typ.) 6" Yellow MD/Y RPMs On Top SPEED LIMIT FEET Of Curb (Typ.) MPH
)
)
.
EOP .
p
p 30 OR LESS 10
y 6' y B/C T
T ( 35 20 ( ( T
Y P " .) "
6' 8 40 20 8 s s (TY e e Grass P.) 45 30 i i r r Area Grass 50 OR MORE 40 a a Area V V
B/C EOP LEGEND: Yellow Reflective Paint (Median Nose) B/C = BACK OF CURB Direction of Traffic Direction of Traffic 6" Yellow 6" Yellow EOP = EDGE OF PAVEMENT DETAIL "B' DETAIL "E" RPM = RAISED PAVEMENT MARKER
W/R = WHITE/RED RPM
Y/Y = YELLOW/YELLOW RPM
6" Yellow Direction of Traffic MD/Y RPMs (Typ.) 6" Yellow Direction of Traffic MD/Y RPMs On Top Of Curb (Typ.) Y/R = YELLOW/RED RPM
) )
.
.
p p MD/Y = MONO-DIRECTIONAL
y EOP y
T YELLOW RPM T
(
( " B/C "
6 6
"
" - -
2
2 s s ' '
1
h h 1 8 8 t t
d d n n i i a Grass a W W h h Grass
T Area T n n
Area
a a NOTES: r r i i e e d d t t e e a a e e M M r r B/C 1. For Type "E" Curb, install RPMs along G G Yellow Reflective Paint EOP (Median Nose) the pavement edge marking using the same spacing shown.
Direction of Traffic Direction of Traffic 6" Yellow 6" Yellow 2. Orient traffic faces of RPMs in curb DETAIL "C" DETAIL "F" median radii to be parallel to direction of travel lanes. M P
4 1 :
9 FLUSH MEDIAN OPENINGS TYPE "D" OR "F" CURB 4 : 2 1 RPM PLACEMENT AT MEDIAN OPENINGS
8 (When called for in the Plans) 1 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 3 of4 R 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