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I PAVEMENT MARKING LEGEND I
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PLASTIC PROFILED LANE LINE
PLASTIC PROFILED WHITE EDGE LINE
PLASTIC HOV LANE SYMBOL (1000' SPACING)
PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
PROFILED PLASTIC YELLOW EDGE LINE
PROFILED PLASTIC DOTTED EDGE LINE
AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
TYPE Y GUIDEPOST STD. PLAN H -1 A
It
REDUCED MAINLINE SHOULDER AND LANE
L/ WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE - APPROVED 4 -6 -07
4 NON - STANDARD NB 1-405 CD ROAD OFF
CONNECTION AT SR 167 - APPROVED 4 -6 -07
T. 23 N., R. 4 & 5 E., W.M.
END 50.0:1 RAMP TAPER (64.00' LT)
BEGIN- RAMP TAPER (64.00' LT)
END U 0.0:1 TAPER (52.00' LT)
BEGIN W(48.00, 52.00' LT)
BEGIN 25.8:1 SHOULDER TAPER (74.00' LT)
1403 11 dy +! 1.34
END U4 ,52.00' R
BEGIN (2) (52.00
NB405 -NBCD 20 +00
END (4)(0.001)
RInTF _q-
1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA)
2. FOR 'PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01
3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS.
4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02.
5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01.
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01.
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NB406 -SB167 10 +43.33
END 4 j0.89' LT)
BEGIN (6)(0.89' LT)
6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M- 20.30 -01 AND SPACED 80 FEET
ON TANGENTS AND CURVES WITH RADIUS OF 5000; ,FEET OR MORE AND
40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
7. TYPE 2W RPM SHALL BE SPACED 40 FEET.
8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M- 7.50 -01.
9. FOR TEMPORARY CONFIGURATIONS LASTING MORE THAN 30 DAYS, SEE STANDARD
PLAN M- 20.50.00 FOR RPM PLACEMENTS.
E405 1178 +78_.69
END 4 (56.00' Ll
SB167 -SB405 16 +30.00
END (4)(0.001)
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SCALE IN FEET
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NON- STANDARD 1-405 SOUTHBOUND ON-
10 CONNECTION AND RAMP FROM SOUTHBOUND
SR 167 -APPROVED 4-6 -07 T=269008
FILE NAME C: XXWorkXProjectWiselBTJV0002 Xdms02269XBTJV0002_PS_MK 405 AB.dgn S 0. ST J INTERSTATE �� Washington State Plot 8
TIME 10:43:20 AM REGION STATE FED.AID PROJ.NO. �`�' of WASy� ti�
O �I/ Department of Transportation ' -405
DATE 11/1912010 No. Q� 2c /1 COrrldOr Pro ram I_ MK8
'10 WAS 405 � 5 TO SRI PLOTTED BY dlo 1 -405
DESIGNED BY A. SCHMIDTMAN JOB NUMBER STAGE 1 -WIDENING
� R DAVID EVAN8 SHEET
ENTERED BY D. FRANKUM D D ...ASSOCIATES tNc. 137
s� N BILFINGER BERGER A O 415 - 118th Avenue SE
CHECKED BY J. ST. JOHN AS-BUILT 1 NDC 126 11119!10 MS CONTRACT NO. LOCATION NO. Civil Inc. 8eilePhone.425.5196500 005 -3518 OF il PROJ. ENGR. L. HODGSON IFIC 5122/08 MS C -7295 I ID E DATE TRI -STATE CONSTRUCTION, INC PAVEMENT MARKING PLAN 392 SHEETS
REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX `d