HomeMy WebLinkAboutT-269161E1167A 10983+71.00
3 (14.50- LT)
EDGE OF
PAVEMENT
END 104.51 RAMP TAPER (59.00' LT)
END 4(44.00' 4.00' LT)
BEGIN LT)
END 2(59.00, LT)
50 16
SCALE IN FEET
NB405 -A_BI6724+54.74
Will 105.31 SHOULDER TAPER
(26.00 RT)
END 04(0.00' RT)
END .0, - RT)
IT- -
- - - - - - - - - - - -
V
V
`12 -
- - - - - - - - - - - - - - - - - -
C:XWorkIProjectWiseXBTJV00021dms022751BTJV0002
PS MK._167-CP.dgn
-
- - -
Allift Washington Stat®
MAIF
*7
SR167 MP 24.59 TO MP
26.23
Plot 26
13.
10 12'
REGION
NO.
all
FEMAID PROJ.NO.
Gf W A Slil
Department of Transportation
10
DATE
8/2312010
to
E167A 10983+oo.00
V- u w
i x
---- ---- --- .BEGIN SHOULDER TAPER
S' N84o S-SE"67
0 Corridor Program
0)
uJ W
_150:1 (9.00' LT)
PLOTTED BY
d10
LINE 15'
0 ti
uj
ui
--10984+50-00,
7
12'
4l,
x
-160:1- SHOUL DER_ TAPER
1-5 TO SRI 69
Lu
DESIGNED BY
M. WALTON
13
uj W
JOB NUMBER
BEGIN 104. A-RAMP 'TAPER-
2
---
--- ---
uj Go
z
STAGE I -WIDENING
........
SHEET
ENTERED BY
--- --
j Lu
E1167 A 1098- 8498.71 -444-00"LT)
3: (0
P 08 0#-SB167--24+54tT
lu
CHECKED BY
P. GRIDDLE
-
CONTRACT NO.
LOCATION NO.
ONA
---------
--
AOSOCIATES.—
Civil Inc.
KING COUNTY APRIL
2010
OF
PROD. ENGR.
L. HODGSON
7
AT
'DEk
W-5DO T NOR THWES T REGION
CHANNEL IZA TION PL AN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed L4&slzc� Date ?Z14-
11D
Print MARK BANDY
ENGINEERING MANAGER
Signed CL Date
Print DENISE CIERI
NOTES:
1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT.
2, PLASTIC FOR PAVEMENT MARKINGS SHALL BE
METHYL METHACRYLATE (MMA).
3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL.
4. SEE SHEET MKD2 FOR GORE AREA DETAILS.
5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE.
6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
7. SEE SHEET MKDl FOR HOT LANE PAVEMENT MARKING DETAIL.
8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
LEGEND:
RETAINING WALL
GUARDRAIL
BARRIER I
• =VIATI•NS
r
NON STANDARD INSIDE SHOULDER WIDTH
APPROVED 4-6-07
LANE WIDTH • SOUTHBOUND SR167
APPROVED 4-9-08
I
PROFILED PLASTIC LANE LINE
PROFILED PLASTIC WHITE EDGE LINE
PLASTIC HOV LANE SYMBOL (1000-SPACING)—
PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
PROFILED PLASTIC DOTTED WIDE LINE
PROFILED PLASTIC YELLOW EDGE LINE
V
V
FILE NAME
C:XWorkIProjectWiseXBTJV00021dms022751BTJV0002
PS MK._167-CP.dgn
Allift Washington Stat®
MAIF
*7
SR167 MP 24.59 TO MP
26.23
Plot 26
TIME
9:33:39 AM
REGION
NO.
STATE
FEMAID PROJ.NO.
Gf W A Slil
Department of Transportation
DATE
8/2312010
A
Z
0 Corridor Program
1-406
MK6
PLOTTED BY
d10
1-5 TO SRI 69
DESIGNED BY
M. WALTON
JOB NUMBER
2
M1
STAGE I -WIDENING
SHEET
ENTERED BY
S. WHITE
DAVID KVAINS
BILFINGER BERGEft
CHECKED BY
P. GRIDDLE
CONTRACT NO.
LOCATION NO.
ONA
AOSOCIATES.—
Civil Inc.
KING COUNTY APRIL
2010
OF
PROD. ENGR.
L. HODGSON
AT
'DEk
DATE
TRI-STATE CONSTRUCTION, INC.
PAVEMENT MARKING PLAN
REGIONAL ADM.
D. DYE
REVISION
DATE
BY
P.E. STAMP BOX
P.E. STAMP BOX
ye d e4
SHEETS