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HomeMy WebLinkAboutT-26900611 .41 c c T. 23 N., R. 4 E., W.M. r 11 1 11 0 50 100 SCALE, IN FEET O PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000` SPACING) �4 PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE fi PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE O AERIAL SURVEILLANCE FULL MARKER O AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE II► BEGIN 51.0:1 LANE TAPER (55.88' RT) i 1 t NOTES: I 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 ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M- 7.50 -01. Y u u i DEVIATIONS 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. 9. FOR TEMPORARY CONFIGURATIONS LASTING MORE THAN 30 DAYS, SEE STANDARD REDUCED MAINLINE SHOULDER AND LANE INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. PLAN M- 20.50.00 FOR RPM PLACEMENTS. QWIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE -APPROVED 4 -6 -07 14 REDUCED INSIDE SHOULDER WIDTHS AT SIGN BRIDGE LOCATIONS -APPROVED 3 -10 -09 T=269006 FILE NAME CaWorkXProjectWiseXBTJV0002Xdms02269 XBTJV0002_PS_MK 405- AB.dgn S0. ST -p T R T T � Washington State Plot 6 TIME 1042'32 AM REGION IOON STATE FEMAID PROJ.NO. Q�`� of W ASHi �'S'� Department of Transportation 1 -445 DATE 11/19/2010 c % MKS PLOTTED BY dlo 10 WAS 40 CProgram I -5 TO SR1 69 � 1 -405 DESIGNED BY A. SCHMIDTMAN JOB NUMBER STAGE 1 -WIDENING a�' R DAVID EVANS SHEET ENTERED BY D. FRANKUM D � wwnA880C1ATE8 ENO. BILFINGER BERGER . 415 - 118th Avenue SE 135 CHECKED BY J. ST. JOHN AS -BUILT / NDC 126 11/19/10 MS CONTRACT NO. LOCATION NO. Civil Inc. 0 Be11ePhone °4255196500 005 -3518 OF PROJ. ENGR. L. HODGSON IFC TRI -STATE CONSTRUCTION, INC 392 ; -7295 DATE REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX Ila I I