HomeMy WebLinkAboutT-269004er
1
M
E405 109 +56
BEGIN BARRIE \DELINVATION
(RT MI DIAN) 4,, 40' 0f..
F.i+1D li4,11 W4 _APER '(16. `TT`
12_2:_1 _LA WE -APER 7.24' LT) --
- END 9.4:11 LAN TA - (3.24' -LT) - - -
EW �O:�- LA
_ E406 1109 +01.25_ - _ f - E40 C 1 �10 +38.31 -
END 4 51`94$tT- _-i-1�� -
2 05.64' LT) - -
W 2 (51.94' LT) t t�iU)2V
END Q (70.$8' LT) t �- - = -
M)0►'TCH f�CISTit�
T. 23 N., R. 4 E., W.M.
E405 1113 +34.50
END 166.9:1 SHOULDER TAPER (3.00' LT)
BEGIN ® (70.88' LT)
BEGIN 30:1 LANE
TAPER (70.88' LT) E405 1110+4.09
END 6 (191.'}
�L�
/p 21 / CURVE PT \�
/ END 30:1 LAN (TAPER %191.83- LT)
MATCH EXISTIN
�05 1112 +60.00. � � E405 1120 56.00
END 152.0:1 SHOULDER TAP 3, �R E405 1115 +60.00 0 (8.50' LT & RT)
END 133.3:1 LANE TAPER {14.0 WRT0 ) BEGIN 4 (50.66' LT)
END 118.8:1 LANE TAPER (25.00' \ \�� MATCH EXISTING E405 1118 +45.80
END 107.0:1 LANE TAPER (36.00'R \ \� BEGIN 2 (47.00' LT)
R =28p, E D 97.4:1 LANE TAPER 47.00 RT � ` ` MATCH EXISTING
1 E405 1116 +33.20
p R =240' E405 1110 +00 ��z_ 1 ��
BEGIN BARRIER DELINEATION (LT MEDIAN} ' O.C. - =�- _ - -- �, �� �� ` END 4 (47.00 LT)
END �2 (47.00 LT)
Of
2
E406 1122 +80.00
BEGIN 70.0:1 LANE
AND SHOULDER
SHIFTS (LT & RT)
6 (3.00' LT & RT)
0 (14.00' LT & RT)
1
(25.00',36.00- LT & RT)
2 (47.00' LT & RT)
BEGIN BARRIER SHIFT
11 11 1
0 50 100
SCALE IN FEET
��y _ - - -- -- f__._-
2
E405 10+ .00 �_ _ - - -r'T_ - - - ; - - - _ r-t _ _� 8 E405 111
V LT O ;
--r -- T - -- 1 • -- _
+ 9.fi' 9.8'11 - r� - - - --- 13
-
11' �
� Y
11'
O I I 2' 1 W
et W 5.2' _ - - - - -
W_ - - - LW
_ _ _ _ _ - - ' - 2' 11 • - - - - - - - E405 LINE 2' 1 � , z 3
wV)
-E18'L -NB445 16- +05.7-4 - - - - - - - - - - - - - - - - - - - - W
-j W _ _ - - NB403 -SR181 11 +67.75 - - - _ - - - - 1' - - _ END 4 CURVE (5.98' LTZ _ SEE NOTE 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 11'
W - - 1 - - - - - 11` V U
END 10.11 :1 LJkNE -TAPER (30.0-11T) 11'
10, SR181 -NB405 LIN 20' - --- - - - - -- - - _ -
4 3 13' - --- - - - - -- = __--- - - - - --
NB405 -SR181 13 +48.94 - - 11'
13' - - -- - - - - -- fi,
' ' '
jl� 8' 13.3' --_=2 10
EW 20.1:1 LANE TAPER (24.00' RT - - - j - fi' 13 END ® 24.00 RT} i �-- 1 E405 1119 +27.41
SR181 -NB405 20 +45.06 POE BEGIN T 48.0:1 LANE / / / END 44.4:1 LANE TAPER (15.9 RT) END 4 47.00' RT E405 1122 +95.90
TAPER (12.00' RT) - � � a" � r _ E181 -NB405 16 +05.62 '� � t l i l t � 1, � � E405 1117 +58.86 (55.00' LT) END 4 {47.00' RT) END 1 47.23' RT
EG1N T 2400:1 LANE � �,� R- 211.63 END CURVE {9.04' RT) �� 1 t l � � l t l - BEGIN 49.6:1 RAMP TAPER (70.92' RT) BEGIN 10 (47.00' RT) { }
TAPER (24.00 RT) 18 / - � Al �
R=218' 4p� �d'j ,�� / �y/ E405 1112 +50� 00 f� / it �� t /l f' IJ 8 E405 1116 +79.00
R -233 / 13 END 2 (47.00 RT)
14 +20, 6' LT %1 E181 -NB405 1675.05
,y BEGIN i�4 (47.00' RT) END 1 (11.12' T)
44' 13 +30 6' LT i R= 159.00' E181 -NB406 15 +40.16 BEGIN C2 (24. 3 RT)
4• PLASTIC STOP LINE BEGIN 44.41.' LANE I
jig 1 END Q1 CURVE (10.50' RT) TAPER (24143' RT)tt
• 1"'7- 4' , END V CURVE (5.50 LT) MATCH MISTING
BEGIN 1 CURVE (10.50' RT)
NB405 -SR181 13 +31.29 �
"""'--- BEGIN 4 CURVE (5.50' LT) ,
END 2 CURVE {38.2T RT) �� , V���
E181 -NB405 13 +94.69
BEGIN 6 CURVE (5.21' LT) PAVEMENT MARKING LEGEND
MATCH EXISTING
PLASTIC PROFILED LANE LINE
�2 PLASTIC PROFILED WHITE EDGE LINE
O PLASTIC HOV LANE SYMBOL (1000' SPACING)
NOTES. 4 PROFILED PLASTIC WIDE LINE
DEVIATIONS 1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M- 20.30 -01 AND SPACED 80 FEET O
ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND O PROFILED PLASTIC DROP LANE LINE
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS IN THE VICINITY OF GREEN RIVER AND 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. O PROFILED PLASTIC YELLOW EDGE LINE
O
SR181 BRIDGES -APPROVED 4 -20 -09 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. �7 PROFILED PLASTIC DOTTED EDGE LINE
O AERIAL SURVEILLANCE FULL MARKER
REDUCED MAINLINE LANE AND SHOULDER 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M- 7.50 -01. O AERIAL SURVEILLANCE HALF MARKER
2 WIDTHS IN THE VICINITY OF THE UNION PACIFC
AND BURLINGTON NORTHERN AND SANTE FE 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. r9.FOR EMPOR ARY CONFIGURATIONS LASTING MORE THAN 30 DAYS, SEE STANDARD 10 WIDE LANE LINE
RAILROAD BRIDGE - APPROVED 1 -27 -07 INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. M- 20.50.00 FOR RPM PLACEMENTS.
1 FI P O C I
11 NON - STANDARD NORTHBOUND 1405 ON- 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
CONNECTION FROM SR181 -APPROVED 4 -25 -07
� 13 TYPE Y GUIDEPOST STD PLAN H -1 /; ,
FILE NAME C: 1WorkiProjectWiselBTJV0002ldms022691BTJV0002 PS MK 405- AB.dgn '3g. ST INTERSTATE Department of Transportation 1 -4,05
Washington State Plot 4
Q
TIME 10:42:02 AM R N IOON STATE FED.AID PROJ.NO. Q� of wasy1� ti�
DATE 11/1912010 ® AS -BUILT 1 NDC 126 11/19/10 MS1 10 WAS ' P c 40a Corridor Program 1 -5 TO SR169 MK4
PLOTTED BY dio 4 NDC 124 - LANE TAPER REVISIONS 03/05110 JMSTI 1 1 -405
DESIGNED BY A. SCHMIDTMAN NDC 102 - LANE TAPER REVISIONS 02/26109 JMST JOB NUMBER 7 STAGE 1 - WIDENING
DAVID EVAN8 SHEET
�� D Q A..A88OCIATES ma.
ENTERED BY D. FRANKUM NDC 88 - SAWCUT REVISIONS 12/15/08 JMS s N ��N�` BILF'INGER BERGER 133
415 - 118th Avenue SE
CHECKED BY J. ST. JOHN 1 NDC 85 - RAMP REVISIONS 10/27/08 MS CONTRACT NO. LOCATION NO. CivilIne. Be11ePhene- 42551965008005-3518 OF
i TRI -STATE CONSTRUCTION, INC. 392
PROJ. ENGR. L. HODGSON & IFC 5122/08 MS C -7295 DATE DATE q -111d' l&_Idlr4 PAVEMENT MARKING PLAN SHEETS
REGIONAL ADM. D. DYE REVISION DATE BY v v P.E. STAMP BOX P.E. STAMP BOX Iffil I