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10,
30,
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\ YELLOW- CENTERLINE,
CENTERLINE & LANE LINE WHITE - LANE LINE
10, 30' 10,
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NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE
10, 30' 10,
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YELLOW
REVERSIBLE LANE LINE
10, 30' 1 10,
WHITE
WIDE BROKEN LANE LINE
SEE CONTRACT FOR LENGTH
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YELLOW OR WHITE -
EDGE LINE & SOLID LANE LINE SEE NOTE 2
NOTES
1. Dotted Extension Line shall be the same color as the line it is extending.
2. Edge Line shall be white on the right edge of traveled way, and yellow on
the left edge of traveled way (on one-way roadways). Solid Lane Line
shall be white.
3. The distance between the lines of the Double Centerline shall be 12"
everywhere, except 4" for left -turn channelization and narrow roadways
with lane widths of 10 feet or less. Local Agencies (on non -state routes)
may specify a 4" distance for all locations.
The distance between the lines of the Double Lane Line shall be 4".
SEE CONTRACT FOR LENGTH
4"OR12"-
T� SEE NOTE 3
YELLOW- DBL. CENTERLINE,
DOUBLE CENTERLINE & DOUBLE LANE LINE WHITE -DBL LANE LINE
SEE CONTRACT FOR LENGTH
WHITE
WIDE EDGE LINE & WIDE SOLID LANE LINE
OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS
SEE CONTRACT FOR LENGTH
DOUBLE WIDE LANE LINE WHITE
SEE CONTRACT FOR LENGTH
1
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BARRIER CENTERLINE �� YELLOW
LONGITUDINAL MARKING PATTERNS
_ 10' - 0"
4" 4" 1 23" 1 4" 23" 4" 1 23" 4" 23" 1 4", 4"
i 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"
I = 1" (TYP.)
I I
I I � 100 TO 300 MILS
1 I
Q III
160 MILS MIN. 15 TO 30 MILS
TOP VIEW
B
DETAIL
1
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
WSDOT STD PLAN NO. M-20.10-03
C30�C30 2
J. I�
WASy7NcQy_Qtr
36103 1�`a
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Walsh, Brian
�- Sep 23 2020 3:46 PM
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LONGITUDINAL
MARKING PATTERNS
STANDARD PLAN M-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Date: 2020.09.25 14:58:51
-07'00'
_ STATE DESIGN ENGINEER
Washington State Department of Transportation
GENERAL NOTE
See Standard Plan M-20.10 for pattern
and color requirements.
1
4"
4"1
23"
4"
23" 4" 23" 4"
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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
WIDE LANE LINE & WIDE LINE - W = 8"
DOUBLE WIDE LANE LINE - W = 8"
2'- 0"
1 3' - o^
BARRIER CENTERLINE - W = 20"
10"
4"
10"
4"
1 4"
20"
4"
4"
i
TOP VIEW
TOP VIEW
A
SIDE VIEW
SIDE VIEW
DOTTED LANE LINE - W = 4"
DOTTED EXTENSION LINE
WIDE DOTTED LANE LINE - W = 8"
PROFILED PLASTIC
(BROKEN LINE)
23"
1„ 1" �
��
_ 0" TO 2„ _ 4"
I
0" TO 2" 1" tt 1"
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1" I 0" TO 2„
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NOT TO SCALE
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TOP VIEWII
Of
500 MILS MIN.
500 MILS MIN.
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160 MILS MIN.
15T030MILS
1/4"
1/4"
100T0300MILS
160 MILS MIN.
15T030MILS
1/4"
1/4"
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SIDE VIEW
3
PROFILED EMBOSSED PLASTIC
FOR: CENTERLINE & LANE LINE
REVERSIBLE LANE LINE
a
(SOLID OR BROKEN LINE)
NO -PASS LINE
DOUBLE CENTERLINE &
DOUBLE LANE LINE
TWO-WAY LEFT -TURN CENTERLINE
EDGE LINE & SOLID LANE LINE
DDnrll Cn AKIn 17'1IDOCCCn DI ACTIr" I IkICC
RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
WSDOT STD PLAN NO. M-20.20-02
W
(W -1/2")
¢6� 500 MILS MIN.
a^ \
6p 90 MILS MIN.
5 00 MILS MIN.
DETAIL OA
SECTION O of wAsy7Nc�o�,�
�O 36103
STBRQ
SS�ONAL�t a
�ls Brian
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
_ STATE DESIGN ENGINEER
ENGINEER
Washington State Deportment of Transportation
�31
C300-C302
NO.
15'
15' 1 10' W. 10' 15'
TYPE 2YY RPM (TYP.)
WHITE EDGE LINE
80' (SEE NOTE 1)
15' 1 -10' 1 30' 10'
TWO-LANE TWO-WAY TRAFFIC
WHITE EDGE LINE
LANE LINE
D YELLOW
EDGE LINE
TYPE 2W RPM 80' TYPE 2Y RPM
(SEE NOTES 1 & 4) ( - (SEE NOTE 2)
MULTILANE ONE-WAY TRAFFIC
GRIND AND OVERLAY FULL
LANE WIDTH 2" HMA
CLASS 1/2" PG 58H-22
LANE LINE
MARKING
12" MIN
6" CRUSHED SURFACING TOP
COURSE UNDER PAVEMENT
PER WSDOT STD. SPEC.
9-03.9(3)
TRENCH BACKFILL- "GRAVEL
BORROW" PER WSDOT STD.
SPEC. 9-03.14(1) COMPACTED
TO 95% OF MAX. DENSITY
TRAFFIC LANE
LEFT EDGE LINE
TYPE 2Y RPM
LEFT EDGE OF LANE PLACEMENT DETAIL
(SEE NOTE 2)
4'-6" 1 4'-6" 4'-6" 1 4'-6"
1 I
I I
NOTES
1. Raised Pavement Markers Types 2YY and 2W shall be
spaced at 80' (ft) intervals on tangents and on horizontal
curves with a radius of 1500' (ft) or more, and at 40' (ft)
intervals on horizontal curves having radii of less than
1500' (ft). Center the RPMs in the gaps between the
pavement marking lines.
2. Type 2Y RPMs, when specified, shall be placed outside
the left Edge Line at 80' (ft) intervals. See "LEFT EDGE
El OF LANE PLACEMENT DETAIL."
3. Recessed pavement markers, when specified, shall be
installed at the locations shown for Type 2W RPMs on
multilane one-way roadways, and Type 2YY RPMs on
two-lane two-way roadways.
NO -PASS LINE 4. The Type 2W RPMs placed on multilane one-way
roadways and all RPMs set in recesses shall have
an abrasion -resistant coating.
5. Do not recess side -to -side RPMs on VVide Dotted Lane
Lines.
WHITE
TYPE 2W RPM (TYP.)
WIDE DOTTED LANE LINE DETAIL (SEE NOTE 4)
(SEE NOTE 5)
LONGITUDINAL MARKING SUPPLEMENT
WITH RAISED PAVEMENT MARKERS
WSDOT STD PLAN NO. M-20.30-04
JEFFERSON AVE NE (COMMERCIAL)
2" HMA CLASS 1/2" PG 58H-22
NE 10TH ST
6" HMA CLASS 1/2" PG 58H-22 IN
2-3" LIFTS
12" MIN
CURB AND GUTTER
(EXISTING AND/OR NEW)
UPPER LIMIT
PIPE ZONE
NOTES:
N
CRUSHED SURFACING
1. RECYCLED CONCRETE
BASE COURSE PER WSDOT
o
AGGREGATE SHALL
STD. SPEC. 9-03.9(3)
NOT BE USED AS
FOR PIPE ZONE BEDDING
BEDDING IN THE
:::::::::::::::::::::..
:::
PIPE ZONE OR AS
DUCTILE IRON PIPE
::::::::::::..
TRENCH BACKFILL.
WITH POLYWRAP
... :::::::::::::.
::::::::::::
LOWER LIMIT
. . .
. . .
PIPE ZONE
FOUNDATION MATERIAL
(IF REQUIRED)
DIAM +
18"
BY ENGINEER
36" MIN
PER WSDOT STD SPEC
9-03.17
NE
10TH ST STA 23+25 TO STA 25+77
TRENCH
BACKFILL
WITH
ASPHALT
PATCHING
&
HALF
STREET
OVERLAY
SCALE: NTS
-BUILT 10/ 10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
ses
CHECKED:
CB
REVISION BY DATE APPR APPROVED:
TJE
4
AS -BUILT 04199
SCALE:
WRIZO�Nf� N D 1983/11991
AS SHOWN
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C30�0-C302
W-419907
TYPE 2 RPM RAISED FACE COLORS
TYPE 2YY
YELLOW AND YELLOW
TYPE 2W
WHITE - ONE SIDE ONLY
TYPE 2Y
YELLOW - ONE SIDE ONLY
OF WASy�Nco�
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Sf®NAL
w`Vval7h, Brian
7vd4d, F1494 Feb 29 2016 10:18 AM
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
�`` Carpenter, Jeff
4T/4C6frCZ. / _vv Feb 29 2016 12:39 PM
_ STATE DESIGN ENGINEER
Washington State Department of Tronaporfatlon
WOF
cCAI All IOIKITc pC'Q ufcnOT
NE 10TH STREET JEFERSON AVE NE (COMMERCIAL ACCESS)
STA 17+61 TO STA 25+77 STA 49+47 TO STA 53+78
FULL STREET
GRIND & OVERLAY r5�
CITY OF
RENTON
Planning/Building/Public Works Dept
NTS
C200
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® ��`rs10NAL E��tie Seattle, WA 98101
two business days Cf)
before you dig 206.622.5822 Z
10/16/2023 www.kpff.com
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CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS Flm Z
OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO,
. C210 Z
DETAILS G'14 LU