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HomeMy WebLinkAboutT-269009SB167 -SB405 18 +95.34 BEGIN SPECIAL USE 13.3:1 LANE TAPER (39.00' LT) END &26.00- LT) y Iwp BEGIN 7 (26.00 L't) I\ T. 23 N., R. 5 E., W.M. CURVE DATA DELTA TANGENT RADIUS LENGTH 5 059'06" LT 156.83 3,000 313.37 5 059'05" LT 156.82 3,000 313.37 9 059'46" LT 48.10 500.00 95.96 7 029'39" LT 35.17 537.00 70.23 SB167 -SB405 24 +88.52 END U0.00') `\ BEGIN 4(0.00') END O7 (0.00') � END 8.9:1 TAPER (0.00') l , y •�z / uv 13 W _ - J 4. / �� ; SB167 -SB406 20 +67.86 END SPECIAL USE 13.3:1 \ i r' ��� i..IN 10 / � l t ` I` . \ \ \�� �. r��l I I I �'Qj, �y�' gg167 -S 5 SB167 -SB405 25 +55.48 � SB167 -SB405 17_ +15.20 / / / ,' ; LANE TAPER (26.00' LT) \ \ r I i i i\ \ / �y 23 +85, END 4 (0.00') BEGIN (4 )(26.001 LT) // t �� ,' END ( (26.00' LT) \ ', ; 1 1 I I V y �y� 6' RT 13 END 2 (20.00' LT) 1 / S t�ti j END 30.5:1 RAMP TA ER (20' SB167 -SB405 19 +95.77 \', r 1 1 1> 1 / / ,;� y MATCH EXISTING END 10.1:1 SHOULDER TAPER (4.00' RT) \\ \� �\ I 1 / / ��,� j► �� SB167 -SB405 23 +72.27 C w i / / , ` �'j tp 76, END 4 (13.00 LT) O �SB16 {SB405 18 +94.49 BEGIN 07 (13.00' LT) � / h \ s ,r / BE � 1 J Q) 4 EGIII 1 ,11 SHOULDER TAPER (14.00 RT) 03 50' LT) g / \ \ , � i I I t '�®p P3.52'L ' B N 30.51 RAMP TAPE2 (26'`L y 14 _ _ _ _ _ T) T E405 1188 +29.16 10 18 +70 16' RT \ \ y,\ 11', r Il i r �t ; _ - - - - -- _ ------ - - - -- - -_ _ - - -- lei ON E�05 4186 +70.72_ -____ - -\ -- MATCH- EXwmil y E405 1183 3,10 ` i I I 1 1 END _ LTA - - - \ 1 I�" i� PC 44.0 ' \\ I I ro - _ - t -E'�1 (6S.OQ LT) _ �. ----__ - 8+55 0` 13 END 44.00' q - t, r- \,� \ i \ �\ s=-� 1 - r y4,ATCH EXISTING `\\ \ \\ BEGIN 4(44.00 i, of SEE - NOTE 3 - _ I� 13 2 1 - S -r-� S - - - �;-- f'-- - �B1 &7- SB405_16f97�4 - - - -�- - - -- - - - -- -- - - - - -� - - - -- -- -��- ; - - - -- - - - -- ------------------------------------ ---- - - - - -- -- - - - - -- -` - - - - - - -- - - - - -- - - - - = END- 5..9:1. - SHOULDER - TAB- (14.O0!-RT)- - -' -- - - - - -- - - - - - -- ------ - - - - -- ' - - -' - o- - - - - - -- - - - - -- - - --------------- - - - - -- _ o r- oo - 12- - - - - - - - - - - - - - - - - - 12' - - - -- - - - -�- -- - ,--------- - - - - -- �E E485- 148 + 6' F7�( �5�fi4L�' j--------------------------------- - - - - -- M Y _ 12' _ SR167 -SB405 16 +62.66 12 __ t -- -- -- -- -- -- -- -- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y c � 12' BEGIN 5.9 :1 SHOULDER TAPER (8.00'RT) - - - - - - - 6 - - - - - - 12 � - - - -'- --- - -L - -- �--------------------------------- - - - - -- tica � WW 12' 7• 7 12' - J1 - - - -- - - -- -- ' ---------------------------------- �%gQ - - -- ----------------------- _. _ _ __ _ r F -� -- _ Uj W -- - - - - ------ �- - - -- - - - --� - LI NE-------------------------------------------------- - - - - -- W - - Z 12' T 12' r i SEE NOTE 3 =� ---------- - - - - -- tilt c=t3 J W UJI 12' 7 12, - -- - - - -- ----- \ - - - -; --- - - - - -_ - -- \_ - -- \- - - - - -- _ - -- _ - -- __ -- \\ -- R= 11505.78' _ - - - - -- _- -- -- _._., ____... _ F.. _.t. _ _ VARIES - _ 14 � 14' 4• NB405 -NBCD LINE 14' 4• ---------------- - - - - -- - - -- - - - - -- --------- - - - - -- - ------------- - - - - -- -- - - -- , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - O \ E405 -'t1 1, - - - - - - - - - - - - - - - 8' ; - _ - - - -D- - - - - - - - - - - - - - - - BARRIER DELINEATIO ---------- - - - - -- I - ` - � LT SIDE_ OF B-NBCD NB406 -NBCD 30 +58.02 END 54.5:1 SHOULDER , -' % / may!' 1 m- TAPER (22.' Rf� ' i/ y?' 4 00��- 13 1405 1180 +56.00 NB405- NBCD'% 19.45/ 3 (14.00' LT & RT) END a (14 '' 00' RTj, 2 NB405 -NBCD 34 +98.13 � r 1 BEGIN) 044.00 RT)� '80' NB405 -SB167 12+48.82 �'� /� / /�, END 6 (0.00' RT) ,' 1 CH 84t72. ST NG 8• END(2)AND 250.0:1 TAPER ,(✓'10.00 �fj , ,, I , \ , � END 6 AND 250.0:1 TAPED / / /(6.00')/ G !r 1 r ( ( .QO' LT k& RT) � � n � � � � � � - I I 1 (42. 00' <aT',�,& RT) 12 +941 6' LT \ 13 +\ ,t 25 RTC \ r 1 If r -i- Ir 1 14 \100 \ \ \ 100' �\ \ s, v '4 0 50 100 SCALE IN FEET FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:XWork1ProjectWisel 10 :33:35 AM 11/19/2010 dlo A. SCHMIDTMAN D. FRANKUM J. ST. JOHN L.HODGSON D. DYE JV00021dms022691BT AS -BUILT / NDC 126 IFC NDC 46 ISSUED AT RISK REVISION 1 1(20100' LT\ ;& RT) IUD 2 'RT END p,LL; 0 RM\ NrENT PROFILED PLASTIC 1 ��� �,/ / ��� ' /l►VEMENT� NI RKI�d6� ON NB405 (; , i NI / / ;t / /� O LRMAINEN'T �STRIPW6\. BEYOND THIS DEVIATIONS I I Ni STATION TO BE DONE BY OTHERS NON- STANDARD 1-405 SOUTHBOUND ON- \ 10 CONNECTION AND RAMP FROM SOUTHBOUND SR 167 -APPROVED 4 -6 -07 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. AC1 O g DATE P.E. STAMP BOX Ink Adw IN T Washington State Department of Transportation 405 Corridor Program DAVID EVANS ILFINGER MERGER AHO ASSOCIATES mc. 415 - 118th Avenue SE Bellevue Woshinaton 98005 -3518 civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC y I q-,-' Z 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. 1 -405 Plot 9 1 -5 TO SRI 69 MK9 1 -405 STAGE 1 -WIDENING SHEET 138 OF PAVEMENT MARKING PLAN 392 SHEETS