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10'-0"
4" 1 23" 1 4" 1 23"
23" 1 4" 1 23" 1 W, 1 4„
3::� � U - U 0 - U
TOP VIEW
SIDE VIEW -
PROFILED PLASTIC FOR: CENTERLINE & LANE LINE - W =4"
(BROKEN LINE) NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE- W = 4"
REVERSIBLE LANE LINE - W = 4"
WIDE BROKEN LANE LINE - W = 8"
y1 1 11, (TYP')
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1100 TO 300 MILS
v I I
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160 MILS MIN. 15 TO 30 MILS
TOP VIEW
B
DETAIL OB
SIDE VIEW
CENTERLINE & LANE LINE
NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE
EMBOSSED PLASTIC FOR:
REVERSIBLE LANE LINE
(SOLID OR BROKEN LINE)
DOUBLE CENTERLINE & DOUBLE LANE LINE
EDGE LINE & SOLID LANE LINE
GENERAL NOTE
See Standard Plan M-20.10 for pattern
and color requirements.
1
4" 1 4" 1 23"
1 4" 1
23„ 4" 1 23„ 4"
3�
J
TOP VIEW
A
PERSPECTIVE VIEW
SIDE VIEW
PROFILED PLASTIC
FOR:
NO -PASS LINE - W = 4"
(SOLID LINE)
TWO-WAY LEFT -TURN CENTERLINE - W = 4"
DOUBLE CENTERLINE & DOUBLE LANE LINE - W = 4"
EDGE LINE & SOLID LANE LINE - W = 4"
1
1
WIDE LANE LINE & WIDE LINE - W = 8"
DOUBLE WIDE LANE LINE - W = 8"
2'- 0"
1
3'-0"
BARRIER CENTERLINE - W = 20"
10"
4"
10"
4"
4"
20"
4"
4"
3
_ 4,
1 /2"
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90 MILS MIN.
TOP VIEW
TOP VIEW
A
�r6p
A
500 MILS MIN.
SIDE VIEW
SIDE VIEW
W
DETAIL OA
(W-1/2")
DOTTED EXTENSION LINE DOTTED LANE LINE - W = 4"
WIDE DOTTED LANE LINE - W = 8"
500 MILS MIN.
PROFILED
PLASTIC
(BROKEN LINE)
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23"
1" 1 0" TO 2" 4" 0" TO 2" tt 1" 1 1" 1" 0" TO 2" 4"
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`- NOT TO SCALE
TOP VIEW
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500 MILS MIN.
500 MILS MIN.
=
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160 MILS MIN. 1/4"
1/4"
160 MILS MIN. 1/4"
1/4"
J
LL
15 TO 30 MILS
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15 TO 30 MILS
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SIDE VIEW
PROFILED EMBOSSED PLASTIC
FOR: CENTERLINE & LANE LINE
REVERSIBLE LANE LINE
(SOLID OR BROKEN LINE)
NO -PASS LINE
DOUBLE CENTERLINE & DOUBLE LANE LINE
TWO-WAY LEFT -TURN CENTERLINE
EDGE LINE & SOLID LANE LINE
DocuSign Envelope ID: FFA9ADCA-DO50-445F-B750-15F9271FC791
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10 LEFT TURN CHANNELIZATION
M-3.20 LEFT -TURN CHANNELIZATION REDUCED TAPERS
M-3.30 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
M-3.50 DOUBLE LEFT TURN CHANNELIZATION
M-5.10 RIGHT TURN CHANNELIZATION
M-9.50 BICYCLE LANE SYMBOL LAYOUT
M-9.60 SHARED - USE PATH MARKINGS
M-11.10 RAILROAD CROSSING LAYOUT
M-12.10 ROUNDABOUT PAVEMENT MARKINGS
M-20.10 LONGITUDINAL MARKING PATTERNS
M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS - TURN LANES
M-20.20 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
M-24.60 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON
THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
THERMOPLASTIC SHALL CONTAIN 3M 50/50 WETIDRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON
CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL
WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL.
SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 50' F.
�Y o PAVEMENT MARKING NOTES STD. PLAN- 109
�� PUBLIC WORKS APPROVED:
+ DEPARTMENT
4/4/2024
�F N 10� DATE
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WHAT TRANSPORTATION CAN BE.
w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821
w KIRKLAND, WASHINGTON 98034 (FAX) 425 825
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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561 D7F
�® Jr 36103
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�ilsh, Brian
u Apr 16 2015 2:27 PM
PROFILED AND EMBOSSED
PLASTIC LINES
STANDARD PLAN M-20.20-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Apr 20 2015 10:07 AM
l:•� STATE DESIGN ENGINEER
i�
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Washington State Department of Transportation
INUICJ
PARALLEL STYLE CROSSWALK
PLAN VIEW
NOTES:
1. PARALLEL STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT ALL MARKED PEDESTRIAN CROSSINGS,
EXCEPT AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 127 FOR MID -BLOCK CROSSWALK.
2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109.
3. STOP BARS SHALL BE INSTALLED WHEN TRAFFIC SIGNALS OR STOP SIGNS (IF REQUIRED BY CITY ENGINEER) ARE
PRESENT. STOP BARS SHALL BE LOCATED A MINIMUM OF 4' FROM EDGE OF CROSSWALK MARKINGS OR MORE IF
SPECIFIED BY CITY ENGINEER. OTHERWISE, NO STOP BARS SHALL BE INSTALLED.
�Y o INTERSECTION CROSSWALK AND STD. PLAN- 128
SOT PUBLIC WORKS STOP BAR PAVEMENT MARKINGS 7/27/2022
. + APPROVED:
DEPARTMENT
'A � Martin Pastucha
FN S O �n,Foo" DATE
1 1 ADDRESSING CITY COMMENTS
NO. I REVISION
: 44
SMP 01/27/25 CAC SURVEYED:
ZLN
DESIGNED:
SMP
DRAWN:
SMP
CHECKED:
CAC
BY DATE AP P R APPROVED:
SYMBOL
& LANE
in
MARKING AREA
8.03 SQ.FT.
fill N -
TYPE 1S
TRAFFIC ARROW
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-T.
TYPE 2SR (RIGHT)
TRAFFIC ARROW
MIRROR IMAGE OF
TYPE 2SL TRAFFIC ARROW
(SHOWN AT REDUCED SCALE)
1'- 4"
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V - 2" SYMBOL & LANE
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ELLIPSE "A"
It
j ELLIPSE "B"
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CENTER POINT
OF ELLIPSES
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GRID IS 4" (IN) SQUARE N
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MARKING AREA g
7.73 SQ.FT.
ELLIPSE "A"
AXIS
10" - ELLIPSE "B" AXIS
TYPE 2SL (LEFT) TRAFFIC ARROW
NOTE T - 4" 1' - 0" SYMMETRICAL ABOUT
Use the dimensions shown on this plan for each type of Traffic Arrow T - 2" 2' -4"
being placed on roadways with a posted speed limit of 40 mph or lower.
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SYMBOL
& LANE
SYMBOL
& LANE
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1 2"
MARKING AREA \ CENTER POINT
12.86 SQ.FT. OF ELLIPSES
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GRID IS 4" (IN) SQUARE
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ELLIPSE "A"
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TYPE 4S 8
m -
TRAFFIC ARROW 1' - 6" 1' - Z"
ELLIPSE "A"\
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ELLIPSE "B"
PMARKINGAREA
AXIS 10" - ELLIPSE "B" AXIS
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36103
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GRID IS 4" (IN) SQUARE
TRAFFIC AR OW
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MIRROR IMAGE OF
, Is I, Brian
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TYPE 3SL TRAFFIC ARROW
/ -Apt 16 201 S 2:21 PNI
(SHOWN AT REDUCED SCALE)
SYMBOL MARKINGS
M14.83
TRAFFIC ARROWS FOR
SQ.FT.
14.83 SQ.FT.1'
ROADWAYS
zLOW-SPEED
STANDARD PLAN M-24.40-02
AXIS
SHEET 1 OF 2 SHEETS
10" -ELLIPSE "B" AXIS
APPROVED FOR PUBLICATION
TYPE 3SL (LEFT) TRAFFIC ARROW
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'a-,71 AM
.� Apr2021.
STATE DESIGN ENGINEER
Washington State Department of Transportation
NOTES:
SHOULDER AREA '� � SHOULDER AREA
lI ROADWAY � LANE %r 1. See Contract Plans for crosswalk locations.
I
I I 1 r
2. To the maximum extent possible, curb ramp
centerline should be perpendicular to the
I, p crosswalk centerline.
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2 1' 3. To the maximum extent possible, crosswalks
I' WIDE FOR SHOULDERS < 4' WIDE
(TYPJ should be perpendicular to the traveled way
2' WIDE FOR SHOULDERS
I I
OVER 4' (FT) WIDE centerline.
1 1
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4. See Contract plans for crosswalk width.
o5- To maximim extent possible, place crosswalk
• z bars out of the wheel paths.
INSTALL CROSSWALK LINES IN LU
SHOULDER AREAS ONLY WHEN
ADJACENT TO A SIDEWALK OR
A SEPARATE WALKWAY (TYP.)
I I
CROSSWALK LINE
1 5' MAX. I
(TYPJ
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EDGE OF PAVEMENT, OR
FACE OF CURB (WITHOUT i l
GUTTER)., OR EDGE OF GUTTER
PAN (WHEN THERE IS CURB
AND GUTTER) (TYPJ STOP LINE
II
I I. 1 pAt NNDREWOgG
SoF WASgi�cs
EDGE �.:
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WAY OF TRAVELED - I I, LANE I LANE i EDGE OF TRAVELED '
II. WAY
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'�E'GISTEV, G
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Jul 17, 2023
CROSSWALK LAYOUT
CROSSWALK DETAIL
STANDARD PLAN M-15.10-02
SHEET 1 OF 1 SHEET
�APPROVED FOR PUBLICATION
Ju117, 2023
_ STATE DESIGN ENGINEER
Washington State
�, Department of Transportation
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*
T-432402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING
160111
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SCALE: DATE:
VERTICAL: NAVD 1968 NEW LIFE CHURCH / / W
AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01C 01 27 2025
RENTON 15 711 15 2 N D AVE SE FIELDBOOK: J
PAGE:
ONE INCH DATUM 0 DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. CHANNELIZATION DETAILS C H 0 2
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF: LU
24 70 Z