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HomeMy WebLinkAboutT-269107li -4 T. 23 N., R. 5 E., W.M. t ?, I it 0 60 100 SCALE IN FEET it 11 t it 5- II it it +4& C 0, e7 i it 1 1 //'3\ A 40;* 4 0 it it 40b, FE It 100 th rf 1 j NB405-SB167 20+47.00 405-SBI67 16+00.00 I? BEGIN (1)(0.00') '4-y"/0EG!,N (0.00.) END (�)(0.00') V 111H BEGIN (15.00' RT) it i it 9 I t MAiCH EXISTING it H NB405 SB167 22+94.69 H it BEGIN 106.31 SHOULDER TAPER (23.48'RT) ',1I 0 t END 14:1 SHOULDER TAPER (23.48" RT) 2 LT 1 .11 \ t ; ill I i It 17+55, 6" S it i t t it E167A 10993+06.50 65, \9/'tt\ i /3\ END (4) {41.87' LT} it 1, 8 kli n 1 ii BEGIN (41.87' LT) is EDGE VV NB406 SB167 22+17.19 55, DGE OF it .... ..... P EM ENT 't \-_,BEGIN....-14:.tSI4,QULDER-"-- PAVEMENT t It 11 1, 1 i-A 0 TAPER.-J29,WRT)", EDGE OF it I it ' Ili 777777--W­////41000� 55.E PAVEMENT t it I i; I t I It t I U it 1 E167A 10995+00.00 2 BEGIN E TAPER (38.00' LT) 8 it gun) or 141 8 + -- ... . .. ... ... .. r 10, To 'to 12' it 1 12' 241 _/ -- — — — — It Q_ _;_ �­­. -11r --\- _� ­ .­.'_'r­' ­ ....... .... .... ..... .. ...... ... ...... ...... f- 13' 13' - - - - - - - - - - 12' w -------- 10995 --- 11 - - .... ..... ... 41000 T_ L.1679A LANE - - - - - - - - - - - - - - - - - ...... ......... .. .......... ... ...... w LU 71/ .......... . .......... ...... ...... ....... ........ ........ .. .... ..... . . .......... w U) io SEE NOTE 4 ...... ..... . ..... z w UJ ll, it 1-0992+ft00 — - - - - ­- 3: BEGIN 46.21 HOV LANE TAPER (21.00, LT) E167A 10991+6,0.06"' . ... .. END (�)(21.00' LT) 6 7 4.001 LT) s -BEGIN,.,* 'LT) 7 -(21.00 it Ptl�k__60:1 LANE TAPER (32.00 LT) END CONSTRUC,17110H, E167A 10998+00.00 it t' t END 46.21 HOV LANE TAPER (8.00' LT) P SR 167 MP...i,76, 2"j 1, END 6 (8.00' LT) END 7 (8.00' LT) it El 67 10998+00.00101 1 END 2 (44.00' LT) it U ii it It It 'LT) END 1 (20.00 3 (1 it t' END 60:1 LANE TAPER (20.00' LT) END 50:1 LANE TAPER (44.001 LT) DEVIATIONS MATCH EXISTING A NON STANDARD INSIDE SHOULDER WMT14 NOTES: APPROVED 4-6-07 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. LANE WIDTH ON SOUTHBOUND SR167 2, PLASTIC FOR PAVEMENT MARKINGS SHALL BE APPROVED 4-9-08 METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M-20.20-01 FOR PROFILED LINE DETAIL. PAVEMENT MARKING LEGEND V it 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. PROFILED PLASTIC LANE LINE 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. PROFILED PLASTIC WHITE EDGE LINE 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL Q PLASTIC HOV LANE SYMBOL (1000' SPACING} PROFILED PLASTIC WIDE LINE LEGEND: PROFILED PLASTIC DROP LANE LINE V RETAINING WALL PROFILED PLASTIC DOTTED WIDE LINE GUARDRAIL 7 F NE BARRIER 8 TYPE Y GUIDEPOST STD. PLAN H-1 'IV/aN TYPE W GUIDEPOST STD. PLAN H-1 FILE NAME C:lWorkIProjectW!selBTJV00021dms022681BTJV0002 PS MK 167-AB.dgn C)g. S. INTERSTATE Adw Washington State Plot 27 REGION STATE 0 TIME 10:48:11 AM NO. FED.AID' PROJ.NO. c, V W A slij, VrAf Department of Transportation 1-405 DATE 1111912010 MK7 PLOTTED BY d10 10 WASH LQSCorridor Program 1-5 TO SRI 69 SR 167 DESIGNED BY M. WALTON AS-BUILT / NDC 126 11119110 JMS -q JOB NUMBER 0 DAVID EVANS STAGE I -WIDENING SHEET ENTERED BY S. WHITE NDC 91 - MAINT. PULLOUT 10121108 JS AND ASSOCIATES mc. BILFINGER BERGER 415 - 118th Avenue SE 76 CHECKED BY P. GRIDDLE NDC 61 -TAPER REVISION 718108 PSC CONTRACT NO. LOCATION NO. Bellevue Washington 98005-3518 OF Civil Inc. Phone: 425.519.6500 PROD. ENGR. L. HODGSON IFC 3114108 JS `+ FM TRI-STATE CONSTRUCTION, INC. 168 -729 dATE DATE PAVEMENT MARKING PLAN SHEETS REGIONAL ADM. D. DYE REVISION DATE. BY P.E. STAMP BOX P.E. STAMP BOX