The URL can be used to link to this page

Home My WebLink AboutT-2690B6SEC. 23, T. 23 N., R. 4 E., W.M. - _ - - - - - - - - - - - - - - - - - - - - - - - - - - 11.7 12' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r Y - - - - - - - - 14 12 11.T My g - - - i - 9 _ . W IJ.I 7' E405 Lh. 9 12. Z U) - - - - - - _ _ _ _ _ _ _ 12' - - - - - - - - - - - - - - - - - - - - - J W - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - v N 12' S - 12, RETAINING WALL 4008 6 10 16' NB405 -SR181 LINE PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE �3 PLASTIC HOV LANE SYMBOL (1000' SPACING) G4 PROFILED PLASTIC WIDE LINE l J PROFILED PLASTIC DROP LANE LINE 6 PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE t�8 AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE E405 1100 +56.00 X 5 (14.00' LT & RT)A IE 11r- _1 ti, .� , q , 1 8 ce 53 0' , n EaoS 1105 +69.98 E405 1102 +86.40 BEGIN 4 (54.08° RT) SEE NOTE 3 E405 1100+99. END (56.00' RT) BEGIN 60.0:1 SHOULDER TAPER BEGIN ®(56.00' RT) m NB405 -SR181 10 +00.00 (76.00' RT) E405 1103 +65.88 E405 1107 +74.42 (66.00' LT) BEGIN 89.4:1 LANE TAPER (68.00' RT) END 14.3:1 RAMP TAPER (82.00' RT) E405 1103 +83.07 BEGIN 13.9:1 LANE TAPER (16.00' RT) BEGIN 97.4:1 LANE TAPER {56.x0° RT) 0� NB405 -SR181 10 +89.34 E405 1104 +03.66 BEGIN 107.0:1 LANE TAPER (44.00' RT) END 13.9:1 LANE TAPER (23.15' RT) BEGIN 10.0:1 LANE TAPER (23.15' RT) E405 1104 +28.75 BEGIN (�) CURVE (23.15' RT) BEGIN 118.8.1 LANE TAPER (32.00' RT) E405 1105 +46.43 E405 1104 +60.03 BEGIN 14.3:1 RAMP TAPER (66.02' RT) NB405 -SR181 11 +07.57 BEGIN 133.3:1 LANE TAPER (20.00' RT) E405 1104 +84.53 END 4 (0.00') END 60.0:1 SHOULDER TAPER (69.59' RT) BEGIN @ (0.00') DEVIATIONS �- REDUCED MAINLINE SHOULDER AND LANE 1 } WIDTHS IN THE VICINITY OF GREEN RIVER AND 0 50 100 v SR181 BRIDGES -APPROVED 4-20 -09 REDUCED HORIZONTAL STOPPING SIGHT DISTANCE ON NORTHBOUND 1-405 IN TUKWILA NOTES: SCALE IN FEET I. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). NON - STANDARD 1-405 NORTHBOUND OFF- 8 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 E405 1105 +00.04 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. END 111.0:1 SHOULDER TAPER (75.47' LT) SUP SUP ERELEVATIONS - APPROVED 4 -6-07 E405 1102 +68.00 AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. MATCH EXISTING 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. 14 BRIDGE LOCATIONS - APPROVED 3 -10-09 BEGIN 703.0:1 TAPER (20.00' LT) INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. E405 1105 +57.30 1BTJV0002_PS_MK 405- CP.dgn TIME 8:21:49 AM BEGIN 351.5:1 TAPER (32.00' LT) BEGIN LT) REGION O N BEGIN 234.3:1 TAPER (44.00' LT) FED.AID PROJ.NO. %(66.00- BEGIN (54.00' LT) ® E405 1095 +25.b0 E405 1102 +19.24 E405 1105 +00.00 BEGIN 84.6:1 TAPER (54.00' LT) END D (56.00' LT) it 0° BEGIN 25.0:1 RAMP TAPER (56.00' LT) BEGIN 111.0:1 SHOULDER TAPER END 703.0:1 TAPER (19.67' LT) E406 1108 +81.75 2' O ry (78.00' LT} END 351.5:1 TAPER (31.34' LT) E405 1105+61.50 END 4 (50.88' RT) 400 A C ?•' ` ENTERED BY D. FRANKUM END 234.3:1 TAPER (43.01' LT) RAMP TAPER (68.00' LT) BEGIN ® (50.88' RT) CHECKED BY J. ST. JOHN E405 1100+67.77 BEGIN 134.1:1 TAPER (19.67' LT) ?. LOCATION NO. E405 1098 +25.00 END 5 (44.00' LT) BEGIN 112.2:1 TAPER (31.34' LT) Ed05 1108 +2$.61 �j REGIONAL ADM. D. DYE g END 25.0:1 RAMP TAPER (68.00' LT) BEGIN ® (44.00' LT) BEGIN BEGIN 96.4:1 TAPER (43.01' LT) END 50:1 RAMP TAPER (73.35' LT) (I PC LT} co r�' O (56.00' LT} BEGIN 166.9:1 SHOULDER TAPER (8.00' LT) LBEGIN )CURVE (73.35° W � BEGIN 152.0:1 SHOULDER TAPER (8.00' RT) ',RT), E405 1108 +16.7 0 2 t✓j 12. � - 10 2 1 5 END 89.4:1 LANE TAPER (¢6.50 � I' 4 CURVE PC (57.08' LT) - �'0 15' ® - - - - - - 12° - - - - - - - - - - - - - - - - - - - - - - - o+i - _ - - - - - - - - - - - - - - - - - - - - - - - - - - 11.7 12' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r Y - - - - - - - - 14 12 11.T My g - - - i - 9 _ . W IJ.I 7' E405 Lh. 9 12. Z U) - - - - - - _ _ _ _ _ _ _ 12' - - - - - - - - - - - - - - - - - - - - - J W - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - v N 12' S - 12, RETAINING WALL 4008 6 10 16' NB405 -SR181 LINE PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE �3 PLASTIC HOV LANE SYMBOL (1000' SPACING) G4 PROFILED PLASTIC WIDE LINE l J PROFILED PLASTIC DROP LANE LINE 6 PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE t�8 AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE E405 1100 +56.00 X 5 (14.00' LT & RT)A IE 11r- _1 ti, .� , q , 1 8 ce 53 0' , n EaoS 1105 +69.98 E405 1102 +86.40 BEGIN 4 (54.08° RT) SEE NOTE 3 E405 1100+99. END (56.00' RT) BEGIN 60.0:1 SHOULDER TAPER BEGIN ®(56.00' RT) m NB405 -SR181 10 +00.00 (76.00' RT) E405 1103 +65.88 E405 1107 +74.42 (66.00' LT) BEGIN 89.4:1 LANE TAPER (68.00' RT) END 14.3:1 RAMP TAPER (82.00' RT) E405 1103 +83.07 BEGIN 13.9:1 LANE TAPER (16.00' RT) BEGIN 97.4:1 LANE TAPER {56.x0° RT) 0� NB405 -SR181 10 +89.34 E405 1104 +03.66 BEGIN 107.0:1 LANE TAPER (44.00' RT) END 13.9:1 LANE TAPER (23.15' RT) BEGIN 10.0:1 LANE TAPER (23.15' RT) E405 1104 +28.75 BEGIN (�) CURVE (23.15' RT) BEGIN 118.8.1 LANE TAPER (32.00' RT) E405 1105 +46.43 E405 1104 +60.03 BEGIN 14.3:1 RAMP TAPER (66.02' RT) NB405 -SR181 11 +07.57 BEGIN 133.3:1 LANE TAPER (20.00' RT) E405 1104 +84.53 END 4 (0.00') END 60.0:1 SHOULDER TAPER (69.59' RT) BEGIN @ (0.00') DEVIATIONS �- REDUCED MAINLINE SHOULDER AND LANE 1 } WIDTHS IN THE VICINITY OF GREEN RIVER AND v SR181 BRIDGES -APPROVED 4-20 -09 REDUCED HORIZONTAL STOPPING SIGHT DISTANCE ON NORTHBOUND 1-405 IN TUKWILA NOTES: - APPROVED 4-7 -07 I. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). NON - STANDARD 1-405 NORTHBOUND OFF- 8 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 CONNECTION TO SR181 - APPROVED 4 -7-07 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 1-405 HORIZONTAL CURVES WITH NON - STANDARD SUP SUP ERELEVATIONS - APPROVED 4 -6-07 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. REDUCED INSIDE SHOULDER WIDTHS AT SIGN 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. 14 BRIDGE LOCATIONS - APPROVED 3 -10-09 INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. FILE NAME C: XWork\ ProjectWiseXBTJV0002Xdms02273 1BTJV0002_PS_MK 405- CP.dgn TIME 8:21:49 AM REGION O N srAre FED.AID PROJ.NO. DATE 8/24/2010 10 WAS PLOTTED BY dlo DESIGNED BY A. SCHMIDTMAN JOB NUMBER ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY 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 NTH 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 WSDO T NOR THWES T REGION CHANNEL IZA TION PL AN