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zN
NO 'S' b,
10 4101
RETAINING WALL 401
NB405-SR181 16+00.00
PLASTIC TRAFFIC ARROWS
(7.60' RT, 22.5' RT, 37.5' RT)
NB405-SR181 16+07.71
REMOVE J #
--ZHOV SYMBOL _01
46
6 / l' 12 k18 18+15.66
EN 6 (8.33' LT)
EN (19.33' LT), 24.67' RT)
`END 2 (I0,3,3' LT)
END 2 67' 67' RT)
END T (16.00' RT)
BEGIN (4) (15.00' RT)
4
NB4 16+400
PLASTIC TRAFFIC ARROWS CUR9- RETUW
(7.60' RT, 22.6' RT, 37.6' RT) SEE DETAIL ON -SHF4T PVD2
SEC.
24, T. 23 Ni, R. 5 E.1 W.M■
END CONSTRUCTION,
NB406-SR181 17+07.71
END (*16.00'11T, 30.00' RT) 4
CROSS WALK
A
-E181 18+16.56
E1 81 20+06.08
NB406-SR181 14+92.96
END 48.01 LANE TAPER (16.60'RT)
PLASTIC STOP LINE
END 24.0:1 LANE TAPER (30.00' RT)
SR181-NB406 11+89.76
END CURVE (16.30 LT)
RAMP itHANNELIZATION
SEE DETAIL ON SHEET MKD1
f
BEGIN CURVE (15.30' LT)
SR181-NB406 11+89.32
IJ I O
r j
E181 19+42.02
PLASTIC STOP LINE
'_R
moo RT)
BEGIN CURVE (0.70'
I R--210.41' b-
SEE DETAIL ON SHEET PVD1 j
- -ISED IS LAND
-A
Xgk DETAIL ON SHEET PVD1
REMOVE J #
--ZHOV SYMBOL _01
46
6 / l' 12 k18 18+15.66
EN 6 (8.33' LT)
EN (19.33' LT), 24.67' RT)
`END 2 (I0,3,3' LT)
END 2 67' 67' RT)
END T (16.00' RT)
BEGIN (4) (15.00' RT)
4
NB4 16+400
PLASTIC TRAFFIC ARROWS CUR9- RETUW
(7.60' RT, 22.6' RT, 37.6' RT) SEE DETAIL ON -SHF4T PVD2
E18 -, 8)
NB406-SR181 17+07.71
END (*16.00'11T, 30.00' RT) 4
CROSS WALK
A
-E181 18+16.56
PLASTIC STOP LINE
17.., PLASTIC STOP LINE
CURB RETURN
Eiiji 18+00.00
SEE DETAIL ON SHEET PVD1 j
PLASTIC TRAFFIC ARROW
(2.83' LT & 8.17' RT)
E181 16+89.14
/Y
E181 16+73.00
BEGIN U2 (46.00' LT) 14.
! -- PLASTIC TRAFFIC ARROW
// !
(3.21' LT & 7.79' RT)
E181 15+43.00
PLASTIC TRAFFIC ARROW
4
(3.21' LT & 7.79' RT)
E181 16+36.30
END 8.4:1U6 TAPER (8.71' LT)
BEGIN 4(2.29' RT)
BEGIN (4) (13.29' RT)
NOTES:
E181 15+62-30
END 62.V1(g)TAPER (36.22' RT)
1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 6.
TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M-20.30-01 AND SPACED 80 FEET
2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20-01
ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE
40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
AND
eJ
E181 14+14.07
3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7.
TYPE 2W RPM SHALL BE SPACED 40 FEET.
PLASTIC TRAFFIC ARROW (0.91' LT)
BEGIN 8.41 *TAPER (6.79' RT)
4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 8.
FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01.
4
END (A) (7.41' LT)
6. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01.
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01,
CIO
E181 13+64.08
PLASTIC TRAFFIC ARROW
E181 13+42.86
(0.36' LT)
BEGIN 52.11 T TAPER (32.20 RT)
PAVEMENT MARKING LEGEND
WSDO T NOR THWES T REGION
(a) PLASTIC PROFILED LANE LINE
CHANNEL IZA TION 10L AN
O PLASTIC PROFILED WHITE EDGE LINE
-BEGIN
E181 13+14.08
_qT(6.86' LT, 29.86' LT)
TRAFFIC ENGINEER - AREA OPERATIONS
PLASTIC HOV LANE SYMBOL (1000' SPACING)
G) PROFILED PLASTIC WIDE LINE
BEGIN (j) (18.36' LT, 18.84' RT)
BEGIN (§) RT)
In
� -A)
PROFILED PLASTIC DROP LANE LINE
(6.34'
PC
Signed LAA.61AV Date :zz )
\Ij
PROFILED PLASTIC YELLOW EDGE LINE
Print MARK BANDY
PROFILED PLASTIC DOTTED EDGE LINE
ENGINEERING MANAGER
AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
BEGIN CONSTRUCTION
El 81 13+14.08
Signed D<5te
@) WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
Print DENISE CIERI
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
&1% Aft
I =Zb
BF
FILE NAME
C:1WorkIProjectiN!selBTJV00021dms022731BTJV0002
PS MK 405-CP.dgn
_'9. ST,/
of WAS///
w.
Washington State
OF-Department of Transportation
0 Corridor Program
1-405 MP 0.25 TO MP
1-405
1-5 TO SR169
STAGE I -WIDENING
2.77
Plot 12
TIME 8:22:26 AM
REGION
NO.
STATE
FED.AID PROJI.N0.
MK12
DATE 812412010
10
WASH
PLOTTED BY d10
DESIGNED BY A. SCHMIDTMAN
JOB NUMBER
SHEET
ENTERED BY D. FRANKUM
S ONAL.
6)�A Itio
I DATII
P.E. STAMP BOX
P.E. STAMP BOX
DAVID INVANS
BILFINGERIBERGER ASSOCIATE*t�
Civil Inc, we -
TRI-STATE CONSTRUCTION, INC.
9--d
rs
KING COUNTY JULY
201 o-
31
OF
39
SHEETS
CHECKED BY J. ST. JOHN
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON-
PAVEMENT MARKING PLAN
REGIONAL ADM. D. DYE
REVISION
DATE
BY