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HomeMy WebLinkAboutT-269003yQ V ©aC O � jtl fcoj vol � PAVEMENT MARKING LEGEND �.1 PLASTIC PROFILED LANE LINE O PLASTIC PROFILED WHITE EDGE LINE WASI PLASTIC HOV LANE SYMBOL (1000' SPACING) PROFILED PLASTIC WIDE LINE O PROFILED PLASTIC DROP LANE LINE 6 PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE 8 AERIAL SURVEILLANCE FULL MARKER O AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE t 1 1 WIDTHS IN THE VICINITY OF GREEN RIVER AND SR181 BRIDGES -APPROVED 4 -20 -09 �--� REDUCED HORIZONTAL STOPPING SIGHT < 5� DISTANCE ON NORTHBOUND 1-405 IN TUKWILA �--� -APPROVED 4 -7 -07 Q� NON- STANDARD 1-405 NORTHBOUND OFF- �f CONNECTION TO SR181 -APPROVED 4-7 -07 1-405 HORIZONTAL CURVES WITH NON - STANDARD SUPERELEVATIONS -APPROVED 4-6 -07 i i INSIDE SHOULDER WIDTHS BRIDGE LOCATIONS -APPROVED 3-10-09 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. v.a�wvaa�a• ■v�vv�w aravvaa 10:41:36 AM 11/1912010 dlo A. SCHMIDTMAN D. FRANKUM J. ST. JOHN L.HODGSON D. DYE RETAINING WALL 4008 'm 'm 'JV00021dims022691BTJV0002 AS -BUILT / NDC 126 NDC 124 - LANE TAPER REVISIONS NDC 102 - LANE TAPER REVISIONS NDC 88 -TAPER REVISIONS NDC 85 - RAMP REVISIONS IFC REVISION T, T. 23 N., R. 4 E., W.M. BEGIN 60.0:1 SHOULDER TAPER (76.00' RT) E405 1102 +68.00 BEGIN 703.0:1 TAPER (20.00' LT) BEGIN 351.5:1 TAPER (32.00' LT) Oeni \I new 9.A TA nCrl /AI 110%1 1 41 BEGIN (�) (56.00' RT) 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. 11/19/10 03105/10 03/16/09 12/15/08 10127/08 5122/08 DATE E406 1103+65.88 i BEGIN 89.4:1 LANE TAPER (68.00' RT) E406 1103 +83.07 BEGIN 97.4:1 LANE TAPER (56.00 E406 1104 +03.66 E405 1104+28.75 -- —1 BEGIN 118.8:1 LANE TAPER (32.00' RT) E405 1104 +60 03 BEGIN 133.3 :1 LANE TAPER (20.00' RT) 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. m S ``�� M. S r Jt FED.AID PROJ.NO. Qom`' OF WAS// o, i LOCATION NO. t r o DATE P.E. STAMP BOX P.E. STAMP BOX E406 1105 +00.04 END 111.0:1 SHOULDER TAPER (75.47' LT) MATCH EXISTING BEGIN W(56.00- LT) BEGIN 2 (54.00' LT) BEGIN 84.6:1 TAPER (54.00' LT) END 1Q (56.00' LT) 1 11 1 1 0 50 100 SCALE IN FEET 1108 +81.75 W W W W = Z� J W W Z � REGION NO. STATE ANSI 10 WASI MS MST _ JOB NUMBER MS MST CONTRACT NO. C -7295 MS BY E406 1103+65.88 i BEGIN 89.4:1 LANE TAPER (68.00' RT) E406 1103 +83.07 BEGIN 97.4:1 LANE TAPER (56.00 E406 1104 +03.66 E405 1104+28.75 -- —1 BEGIN 118.8:1 LANE TAPER (32.00' RT) E405 1104 +60 03 BEGIN 133.3 :1 LANE TAPER (20.00' RT) 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. m S ``�� M. S r Jt FED.AID PROJ.NO. Qom`' OF WAS// o, i LOCATION NO. t r o DATE P.E. STAMP BOX P.E. STAMP BOX E406 1105 +00.04 END 111.0:1 SHOULDER TAPER (75.47' LT) MATCH EXISTING BEGIN W(56.00- LT) BEGIN 2 (54.00' LT) BEGIN 84.6:1 TAPER (54.00' LT) END 1Q (56.00' LT) 1 11 1 1 0 50 100 SCALE IN FEET 1108 +81.75 W W W W = Z� J W W Z �