HomeMy WebLinkAboutT-269162SEC. 19, T. 23 N, RE 5 E., W.M.
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E167A 10991+6,0 00.
BEGIN 46.2:1 HOV LANE TAPER (21.00' LT)
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3 114.00' 1-T) b END ®(21.00' .00' LT) 6 7
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-,--'-,-BEGIN-(,*-(?1.00' LT) 7
LANE TAPER (32.00' LT)
. . ..... b E167A 10998+00.00
J- END 46.21 HOV LANE TAPER (8.00 LT)
END 6 (8.00 LT)
END 7 (8.00' LT)
END 2 (44.00' LT)
END 1 (20.00- LT)
6
END 60:1 LANE TAPER (20.00' LT)
END 60:1 LANE TAPER (44.00' LT)
MATCH EXISTING
ti
TRAFFIC ENGINEER AREA OPERATIONS
Signed
Date-
Print MARK BANDY
ENGINEERING MANAGER
Signed �-- �-, L� 0-., Date 9-to-10
Print DENISE CIERI
PS MK 167-CP.dgn
TIME 9:33:43 AM
LEND
110. Srd
WA
REGION
NO.
STATE
0 60 1,00
DATE 812312010
yQ
SR 167 MP 26.23 y ;4
10
WASH
PLOTTED BY d10
SCALE IN FEET
E167 10998+00.00
DESIGNED BY M. WALTON
4
NOTES:
-ENTERED BY S. WHITE
NON STANDARD INSIDE SHOULDER WIDTH
1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT.
STAGE 1 - WIDENING
-0,
2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE
BILFINGER !:mX.= - ASSOCIATES --
Civil Inc.
13 LANE WIDTH ON SOUTHBOUND SR167
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON__
3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL.
I I
PAVEMENT MARKING LEGEND
REGIONAL ADM. D. DYE
REVISION
DATE
BY-
1
PROFILED PLASTIC LANE LINE
6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
O
PROFILED PLASTIC WHITE EDGE LINE
7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL.
PLASTIC HOV LANE SYMBOL (1000' SPACING)
8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
LEGEND:
a6
PROFILED PLASTIC DOTTED WIDE LINE
7,�7T RETAINING WALL
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GUARDRAIL
I
BARRIER
A,
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NB406 -SB167 67 20+47.00
405'-SB167 16+00.00
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END t(0.00')
BEGIN -�(0. 0 0')
BEGIN 16(16.00' RT)
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MATCH EXISTING
NB406 SB167 22+94.69
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BEGIN 105.31 SHOULDER TAPER (23.48' RT)
END 14:1 SHOULDER TAPER (23.48' RT)
E167A 10993+06.50
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11 ip
END ) (41.87- LT)
BEGIN n2 (41.87- LT)
NB405 SB167 22+17.1
EDGE OF
PAVEMENT
EDGE OF
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PAVEMENT N
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BEGIN LANE TAPER (38.00'LT)
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12'
-
12'
74'
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W U) SEE NOTE 4
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13 -
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109924-0&.00 -
E167A 10991+6,0 00.
BEGIN 46.2:1 HOV LANE TAPER (21.00' LT)
.
3 114.00' 1-T) b END ®(21.00' .00' LT) 6 7
�
-,--'-,-BEGIN-(,*-(?1.00' LT) 7
LANE TAPER (32.00' LT)
. . ..... b E167A 10998+00.00
J- END 46.21 HOV LANE TAPER (8.00 LT)
END 6 (8.00 LT)
END 7 (8.00' LT)
END 2 (44.00' LT)
END 1 (20.00- LT)
6
END 60:1 LANE TAPER (20.00' LT)
END 60:1 LANE TAPER (44.00' LT)
MATCH EXISTING
ti
TRAFFIC ENGINEER AREA OPERATIONS
Signed
Date-
Print MARK BANDY
ENGINEERING MANAGER
Signed �-- �-, L� 0-., Date 9-to-10
Print DENISE CIERI
FILE NAME C:lWorkXProjectWisekBTJV00021dms02275XBTJV0002
PS MK 167-CP.dgn
TIME 9:33:43 AM
LEND
110. Srd
WA
REGION
NO.
STATE
FED.AID PROJ.NO.
DATE 812312010
yQ
SR 167 MP 26.23 y ;4
10
WASH
PLOTTED BY d10
E167 10998+00.00
DESIGNED BY M. WALTON
4
NOTES:
-ENTERED BY S. WHITE
NON STANDARD INSIDE SHOULDER WIDTH
1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT.
STAGE 1 - WIDENING
CHECKED BY P. GRIDDLE
2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE
BILFINGER !:mX.= - ASSOCIATES --
Civil Inc.
13 LANE WIDTH ON SOUTHBOUND SR167
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON__
3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL.
I I
PAVEMENT MARKING LEGEND
REGIONAL ADM. D. DYE
REVISION
DATE
BY-
1
PROFILED PLASTIC LANE LINE
6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
O
PROFILED PLASTIC WHITE EDGE LINE
7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL.
PLASTIC HOV LANE SYMBOL (1000' SPACING)
8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
LEGEND:
a6
PROFILED PLASTIC DOTTED WIDE LINE
7,�7T RETAINING WALL
v",
GUARDRAIL
I
BARRIER
FILE NAME C:lWorkXProjectWisekBTJV00021dms02275XBTJV0002
PS MK 167-CP.dgn
TIME 9:33:43 AM
LEND
110. Srd
WA
REGION
NO.
STATE
FED.AID PROJ.NO.
DATE 812312010
yQ
SR 167 MP 26.23 y ;4
10
WASH
PLOTTED BY d10
E167 10998+00.00
DESIGNED BY M. WALTON
JOB NUMBER
NOTES:
-ENTERED BY S. WHITE
NON STANDARD INSIDE SHOULDER WIDTH
1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT.
STAGE 1 - WIDENING
CHECKED BY P. GRIDDLE
2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE
BILFINGER !:mX.= - ASSOCIATES --
Civil Inc.
13 LANE WIDTH ON SOUTHBOUND SR167
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON__
3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL.
I I
PAVEMENT MARKING LEGEND
REGIONAL ADM. D. DYE
REVISION
DATE
BY-
I
I
LEND
110. Srd
WA
d
CONSTRUCTION`z t
SR167 MP 24.59 TO MP 26.23
Plot 27
,,
yQ
SR 167 MP 26.23 y ;4
1-405
MK7
t
E167 10998+00.00
DEVIATIONS
NOTES:
2 .
NON STANDARD INSIDE SHOULDER WIDTH
1. SEE SHEET MKDI FOR TYPE 2 RPM PLACEMENT.
STAGE 1 - WIDENING
APPROVED 4-6-07
2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE
BILFINGER !:mX.= - ASSOCIATES --
Civil Inc.
13 LANE WIDTH ON SOUTHBOUND SR167
METHYL METHACRYLATE (MMA).
23 1®
DATE
APPROVED 4-9-08
3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL.
I I
PAVEMENT MARKING LEGEND
4. SEE SHEET MKD2 FOR GORE AREA DETAILS.
P.E. STAMP BOX
5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE.
1
PROFILED PLASTIC LANE LINE
6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
O
PROFILED PLASTIC WHITE EDGE LINE
7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL.
PLASTIC HOV LANE SYMBOL (1000' SPACING)
8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
LEGEND:
a6
PROFILED PLASTIC DOTTED WIDE LINE
7,�7T RETAINING WALL
PROFILED PLASTIC YELLOW EDGE LINE
GUARDRAIL
I
BARRIER
I
I
110. Srd
WA
Washington State
Department of Transportation
SR167 MP 24.59 TO MP 26.23
Plot 27
yQ
0 Corridor Program
R
1-405
MK7
1-6 TO SR169
SHEET
2 .
MIEIERGEft -- ---
STAGE 1 - WIDENING
A-
BILFINGER !:mX.= - ASSOCIATES --
Civil Inc.
KING COUNTY APRIL 2010
OF
23 1®
DATE
DATE
0 TRI-STATE CONSTRUCTION, INC.i
rml
I I
PAVEMENT MARKING PLAN I
P.E. STAMP BOX
P.E. STAMP BOX
L-7!!7-