HomeMy WebLinkAboutT-2690B5SB406-S
12-
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41) T 12'
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2'
121 - - -5-kB405 L
12'
121- - -
T 10,
SEC. 23, T. 23 N, RE 4 E.) WAS
RETAINING WALL 4100
...............
----- --------------------
40an
ESB5-NB406 2018+50.10 - - - - - - - 12!
I 11 BEGIN Q2) (36.58- RT) q SEE NOTE 3 2 . .....
MAT' Tp F-406 LINE
MATCH EXISTING I
110
0
SB5-NB406 2017+33.66
6
BEGIN 70.8:1 SHOULDER TAPER (12.00' LT)
4!
RETAINING WALL 4006
I E405 1087+46.72
END T (66.00' RT) RETAINING WALL
ESBS-NB405 2019+ BEGIN (A) (56.00' RT)
Ij 4\6.23
END 70.81 SHOULDER TP-E406 4087+46.39
TAPER (12'.00 LT) 20.16' 0.00.)
BEGIN (A)(0.00')
N TP E405, 4085+91.08 R=35' &-wIz CURVE (20.15' RT)
PEGIN_53A:1 TAPER (20.15'RT)
NOTES.
to:
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 MKDI 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.
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
E405 1089+41.27
I I I
0 so 100
SCALE IN FEET
DSE405 1090+33.00
0:
E405 1090+56.00
((3 )(14.00`!_T & RT) A
WZ
AO. I
Alt
W
6
9 E406 1090+33.00
TP-E405 4090+26.24
WSDO T NOR THWE-5 T RE610N
CHANNEL IZA TION PLAN
E405 1092+41.27
END (4) (56.00- RT)
BEGIN (3) (56.00' RT)
RT)
I HAI I lU ENUINEEK - AHEA UFEKA I IUNS
Signed Pr- Date?
Print MARK BANDY \lj
ENGINEERING MANAGER
Signed b�L,� a. Date 9-to -to
Print DENISE CIERI A1111111% AO% ,
PAVEMENT MARKING LEGEND
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
OD AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
-X-
-X- -X- -X- --X- -X- -X- -X-
64 -4;--E405_ 4086!4 �
c) 0. ST.,/
k
BEGIN CONSTRUCTION
_ BEGIN �IQURVE7� ..38'11T)
1-406 MP 0.25 TO MP 2.77
-APPROVED 4-7-07
TIME
1-405 HORIZONTAL CURVES WITH NON-STANDARD
OB5
SUPERELEVATIONS -APPROVED 4-6-07
T P -E405 4085+27.87
REGION
NO.
STATE
-----------------
WAS111
of Transportation
1-405
DATE
812412010
J_ - -
TP-E405,4085+36.00
-- - - - - - V
i
MATC EXISTING
40 Corridor Program
BEGIT16 (0.00')
PLOTTED BY
d10
BEGIN 2 (31.00- RT)
NOTES.
to:
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 MKDI 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.
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
E405 1089+41.27
I I I
0 so 100
SCALE IN FEET
DSE405 1090+33.00
0:
E405 1090+56.00
((3 )(14.00`!_T & RT) A
WZ
AO. I
Alt
W
6
9 E406 1090+33.00
TP-E405 4090+26.24
WSDO T NOR THWE-5 T RE610N
CHANNEL IZA TION PLAN
E405 1092+41.27
END (4) (56.00- RT)
BEGIN (3) (56.00' RT)
RT)
I HAI I lU ENUINEEK - AHEA UFEKA I IUNS
Signed Pr- Date?
Print MARK BANDY \lj
ENGINEERING MANAGER
Signed b�L,� a. Date 9-to -to
Print DENISE CIERI A1111111% AO% ,
PAVEMENT MARKING LEGEND
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
OD AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
FILE NAME
DEVIATIONS
PS MK 406-CPdgn
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS IN THE VICINITY OF GREEN RIVER AND
c) 0. ST.,/
SR181 BRIDGES -APPROVED 4-20-09
REDUCED HORIZONTAL STOPPING SIGHT
DISTANCE ON NORTHBOUND 1-405 IN TUKWILA
1-406 MP 0.25 TO MP 2.77
-APPROVED 4-7-07
TIME
1-405 HORIZONTAL CURVES WITH NON-STANDARD
OB5
SUPERELEVATIONS -APPROVED 4-6-07
FILE NAME
C:1 WorkXProjectWisekBTJV00021dms02273XBTJV0002
PS MK 406-CPdgn
-
c) 0. ST.,/
Alft Washington State
Go-Departmofft
1-406 MP 0.25 TO MP 2.77
Plot 2
TIME
8:21:45 AM
REGION
NO.
STATE
FEDAID PROIN0.
WAS111
of Transportation
1-405
DATE
812412010
10
WASH
i
40 Corridor Program
MK2
PLOTTED BY
d10
1-6 TO SR1 69
DESIGNED BY
A. SCHMICITMAN
JOB NUMBER
f y
STAGE I -WIDENING
IS HEEIT
ENTERED BY
D. FRANKUM
S / ONAL
BILFINGRR BERGER 05"VE DAVID EVANS
1 �ASSOCIATE*ioo�
KING COUNTY JULY 20
CHECKED BY
J. ST. JOHN
CONTRACT NO.
LOCATION NO.
civil Im off
OF
PROD. ENGR.
L. HODGSON
14A
DATE
TRI-STATE CONSTRUCTION, INC.
�lffl I
PAVEMENT MARKING PLAN
REGIONAL ADM.
D. DYE
REVISION
I DATE
BY
P.E. STAMP BOX
P.E. STAMP BOX
9--d
I
SHEETS