HomeMy WebLinkAboutT-26915CE167 11070+42.41
BEGIN 20:1 SHOULDER TAPER;C73.0WLT)
E167 11070+61.84
END (�)(49.00'LT)
END 326.8:1 SHOULDER TAPER (11.0'LT)
END 163.4:1 HOV LANE TAPER (23.33'& 24.67'LT)
END 81.71 LAN'
.E,/TAPER (49.00'LT)
END 108.9:1 LAN TAPER (37.00'LT)
E167 11071+22AI
END 20:1 SHOULDER TAPER (73.00'LT)
FDGE • SEE EDGE •
?'AVEMENT NOTE 7 PAVEMENT
ITT
12'
I 337i2.33'
FILE NAME
SEC. 19,
T.
23 N.9 R., 5 E.5 WAS
DATE
812 312 01 0
PLOTTED BY
dio
DESIGNED BY
M. WALTON
ENTERED BY
S. WHITE
CHECKED BY
P. CRIDDLE
PROD. ENGR.
0
REGIONAL ADM.
D. DYE
E167 11067+35.00
E167 11067+09.26
rBEGIN 81.7:1 LANE TAPER (45.00' LT)
END 07(71.29- L "
IN 163.41 HOV LANE TAPER (21.33° & 22.67'LT)
E167 11066+98.12
BEGIN 4((71.29' LT)
MATCH HOT LANE CHANNELIZATION
BEGIN 2 (98.12' LT}
BEGIN 326.8:1 SHOULDER TAPER (10.00' LT)
MATCH EXISTING
GIN T (I 0.00'LT)
BEGIN 108.91 LANE TAPER (34.00' LT)
:N
N (A (46.00' LT)
BEGIN (4)(21.33' & 22.67' LT)
10
BEGIN j)(34.00' LT)
E167 11067+97.46
BEGIN 20:1 RAMP TAPER (77.24' LT)
SEE
NOTE 4
E167 11066+46.34
D
BEGIN (84.00' LT)
6
MATCH EXISTING=
0
_Q
is,
-
12'
- - - -
11.33'
- - - -- - - - - -
/-1.33-
12.33' -1.33'
-1-1-063+36.60
11.33'
11070
12.33'
E167 LINE
9.
I
E167 11070+42.41
BEGIN 20:1 SHOULDER TAPER;C73.0WLT)
E167 11070+61.84
END (�)(49.00'LT)
END 326.8:1 SHOULDER TAPER (11.0'LT)
END 163.4:1 HOV LANE TAPER (23.33'& 24.67'LT)
END 81.71 LAN'
.E,/TAPER (49.00'LT)
END 108.9:1 LAN TAPER (37.00'LT)
E167 11071+22AI
END 20:1 SHOULDER TAPER (73.00'LT)
FDGE • SEE EDGE •
?'AVEMENT NOTE 7 PAVEMENT
ITT
12'
I 337i2.33'
FILE NAME
CAWorkXProjectV
TIME
9:33:20 AM
DATE
812 312 01 0
PLOTTED BY
dio
DESIGNED BY
M. WALTON
ENTERED BY
S. WHITE
CHECKED BY
P. CRIDDLE
PROD. ENGR.
L. HODGSON
REGIONAL ADM.
D. DYE
JV00021dms022761BTJV0002_PS__MK 167-CP
WSDO T NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed L4)A,_,L(L-A Date 7/14 )
Print MARK BANDY
ENGINEERING MANAGER
Signed �� (a= Date 9-10-W
Print DENISE CIERI
REGION
NO. STATE FED.AID PROJA0. WASH
10 WASH ti
JOB NUMBER
NOTES:
1. SEE SHEET MKD1 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 MKI)l FOR HOT LANE PAVEMENT MARKING DETAIL.
&SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
LOCATION NO. RR BERGER DAVID EVANS
CONTRACT NO. ON L BILFING
0 rm I Civil Inc. ! NO - TASSOCIAES KING
a
10 TRI-STATE CONSTRUCTION, INC.
DATE DATE
DATE BY _.P.E. STAMP BOX P.E. STAMP BOX
0 60 100
SCALE IN FEET
T=26915C
DEVIATIONS
NON STANDARD LANE BALANCE AND
GORE WIDTH APPROVED 4-6-07
I PAVEMENT MARKING LEGEND
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
MP 24.59 TO MP 26.2311wum
1-406
1-5 TO SR169
STAGE 1 -WIDENING
SHEET
COUNTY APRIL 2010
OF
PAVEMENT MARKING PLAN SHEET$
0
P
JV00021dms022761BTJV0002_PS__MK 167-CP
WSDO T NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed L4)A,_,L(L-A Date 7/14 )
Print MARK BANDY
ENGINEERING MANAGER
Signed �� (a= Date 9-10-W
Print DENISE CIERI
REGION
NO. STATE FED.AID PROJA0. WASH
10 WASH ti
JOB NUMBER
NOTES:
1. SEE SHEET MKD1 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 MKI)l FOR HOT LANE PAVEMENT MARKING DETAIL.
&SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
LOCATION NO. RR BERGER DAVID EVANS
CONTRACT NO. ON L BILFING
0 rm I Civil Inc. ! NO - TASSOCIAES KING
a
10 TRI-STATE CONSTRUCTION, INC.
DATE DATE
DATE BY _.P.E. STAMP BOX P.E. STAMP BOX
0 60 100
SCALE IN FEET
T=26915C
DEVIATIONS
NON STANDARD LANE BALANCE AND
GORE WIDTH APPROVED 4-6-07
I PAVEMENT MARKING LEGEND
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
MP 24.59 TO MP 26.2311wum
1-406
1-5 TO SR169
STAGE 1 -WIDENING
SHEET
COUNTY APRIL 2010
OF
PAVEMENT MARKING PLAN SHEET$