HomeMy WebLinkAboutT-26900Cii
NOON
13
a
To 23 No, Rn 5 E. WmMm
END CONSTRUCTION
E 181 20 +06.08
j/ i NB406 -SR181 14 +92.95
END 48.0:1 LANE TAPER (15.00' RT)
D 24.0:1 LANE TAPER (30.00' RT)
12� 6' LT
SR181 -NB405 11 +89.75 �r l i /// ` / ,'� RAMP /fCHANNELIZATION
END CURVE (15.30' LT) / / / ' / SEE I ETAIL ON SHEET MKD1
BEGIN CURVE {15.3.0' LT) ,' / / r / ! / E181 19 +42.02 _
SR1$1 -NB405 11 +$9.32 r / / / Y / / i / PLASTIC STOP LINE
1� tSED ISLAND
=175,00' BEGIN CURVE (0.70' RT) Hi` /l„ /l / ri l ;O,
-
T
NB406 -SR181 15 +00.00
PLASTIC TRAFFIC ARROWS
N
(7.50' RT, 22.5' RT, 37.5' RT)
NB406 -SR181 16 +07.71
END 7 (15.00' RT)-�
BEGIN ® (15.00' RT)
` e
NB406 -SRI SI 16 +7000
PLASTIC TRAFFIC ARROW
(7.50' RT, 22.5' RT, 37.5' RT)
\
R= 210.41°
�, /
l' I/
I / , E DETAIL ON SHEET PV D1
LANE LINE
REMOVE
PLASTIC PROFILED
WHITE EDGE LINE
O
PLASTIC HOV LANE SYMBOL (1000' SPACING)
os
, _,HOV SYMBOL
01
O
PROFILED PLASTIC
DROP LANE LINE
L/
PROFILED PLASTIC
YELLOW EDGE LINE
07
PROFILED PLASTIC
DOTTED EDGE LINE
[�8
AERIAL SURVEILLANCE FULL MARKER
!J9
AERIAL SURVEILLANCE HALF MARKER
10
WIDE LANE LINE
DESIGNED BY A. SCHMIDTMAN
A AS -BUILT 1 NDC 126
11/19110
JMSJ
1
FI P
N
- .
PROFILED PLASTIC
WHITE DOTTED EXTENSION LINE
12 k18
18 +15.56
9128109
MS
CONTRACT NO.
C -7295
LOCATION NO.
I
:Nb
6 (8.33° LT)
5/22/08
Ms
PAVEMENT MARKING PLAN
I
REGIONAL ADM. D. DYE
REVISION
(19.33' LT) 24.67' RT)
BY I
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2.67' � ('C�.,67' RT)
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SEE DETAIL.
ON - SHF,rT PVD2
'
E181 h 18 +23.56
CROSS WALK
END Q (15.00' RT, 30.00' RT)
/ � � ' � - -E181 18 +15.56
PLASTIC STOP LINE 4
J 1 7\ PLASTIC STOP LINE
CURB RETURN / / ry ; / Eli" 18 +00.00
SE DETAIL ON SHEET PVD1/ PLASTIC TRAFFIC ARROW
(2.83' LT & 8.17' RT)
E1$1 16 +$9.14
E�81 16 +73.00
BEGIN 2 {45.00' LT) / / - - VLASTIC TRAFFIC ARROW
11 / 14 / : 7 _ _ , (3.21' LT & 7.79' RT)
_
E181 15 +43.00
PLASTIC TRAFFIC ARROW ` / 1 4
(3.21' LT & 7.79' RT) \ J/ /
/ E181 15 +36.30
END 8.4:1 6 TAPER ($.71' LT)
BEGIN (4)(2.29# RT)
BEGIN 4 (13.29' RT)
E181 15 +52.30
END 62.1:1U2 TAPER (36.22'RT)
/ E181 14 +14.07
PLASTIC TRAFFIC ARROW (0.91' LT)
BEGIN 8.4:1® TAPER (5.79' RT)
�!t k END (4)(7.411 LT)
/ Cb
E181 13 +64.08
PLASTIC TRAFFIC ARROW /
(0.36' LT) /
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' E181 13 +42.85
BEGIN 52.1:1 T TAPER (32.20' RT)
!
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E181 13 +14.08
1 r '
BEGIN 4 (6.86' LT, 29.86' LT)
BEGIN 1 (18.36' LT, 18.84' RT)
ti BEGIN 6 (6.34' RT)
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BEGIN CONSTRUCTION
E181 13 +14.08
NOTES:
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.
0 50 100
SCALE IN FEET
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.
T=26900C
FILE NAME C:XWork \Project Wise\ BTJV00021dms02269XBTJV0002
PAVEMENT
MARKING LEGEND
�1
PLASTIC PROFILED
LANE LINE
�2
PLASTIC PROFILED
WHITE EDGE LINE
O
PLASTIC HOV LANE SYMBOL (1000' SPACING)
04
PROFILED PLASTIC
WIDE LINE
O
PROFILED PLASTIC
DROP LANE LINE
L/
PROFILED PLASTIC
YELLOW EDGE LINE
07
PROFILED PLASTIC
DOTTED EDGE LINE
[�8
AERIAL SURVEILLANCE FULL MARKER
!J9
AERIAL SURVEILLANCE HALF MARKER
10
WIDE LANE LINE
DESIGNED BY A. SCHMIDTMAN
A AS -BUILT 1 NDC 126
11/19110
JMSJ
1
FI P
O C 1
12
PROFILED PLASTIC
WHITE DOTTED EXTENSION LINE
13
TYPE Y GUIDEPOST STD PLAN H -1
FILE NAME C:XWork \Project Wise\ BTJV00021dms02269XBTJV0002
_PS_MK 405- AB.dgn
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P.E. STAMP BOX
DATE
P.E. STAMP BOX
I TE T �Washington State
CIA Department of Transportation
40 Corridor Program
DAVID IATES
� Q wNOASSOCIATE8�nc.
BILFINGER BERGER . 415 - 118th Avenue SE
Civil Inc. Beilevhone. 425 519.6500 005 -3518
rd TRI -STATE CONSTRUCTION, INC.
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Iffil
-
1 405
1 -5 TO SRI 69
STAGE 1 -WIDENING
Plot 12
TIME 10:43:53 AM
REGION
NO.
STATE
FED.AID PROJ.NO.
MK12
1 -405
DATE 11/1912010
10
WAS
PLOTTED BY dlo
DESIGNED BY A. SCHMIDTMAN
A AS -BUILT 1 NDC 126
11/19110
JMSJ
JOB NUMBER
SHEET
/�A
14 1
OF
392
SHEETS
I
ENTERED BY D. FRANKUM
NDC 124 - CHANNELIZATION REVISIONS
02/25110
MS
CHECKED BY J. ST. JOHN
1 NDC 119 - RAMP CHANNELIZATION REVISIONS
9128109
MS
CONTRACT NO.
C -7295
LOCATION NO.
I
PROJ. ENGR. L. HODGSON
tFC
5/22/08
Ms
PAVEMENT MARKING PLAN
I
REGIONAL ADM. D. DYE
REVISION
DATE
BY I