Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zT-2690Set
T. 23 N., R. 4 E., W.M. SB405 -S 1076 +42.32 MATCH EXISTING BEGIN (0.001) BEGIN 1 (12.00' LT) BEGIN 4 (24.001, 38.00' LT) BEGIN 1 (50.00' LT) BEGIN 0 (62.00' LT) BEGIN 29.12:1 TAPER (38.00', 50.00' LT) BEGIN 12.14:1 TAPER (62.00' LT) S 405 -S 1080+60.00 � EN 29.12:1 TAPER (24.00, 36.00' LT) BEGIN 'PROJECT x 1 =405 MP 015 SB405 =S 12 S 405-S 1078 +92.32 X _ _ --- - - - - -- _`--t END 12.14:1 TAPER (41.41'LT) x- X X X-- -X X _ ___ _ __--- - - - - -- _ 1 _`` - \ - _ - �' �VD U H_ \ - - S - i _ 12' 1 -405 _ - -40 ----------- - - - - -- - SB 5.. - NB l_5. ______ / '�, .- �__� -L- - - \ -RAMP TO _ -- ' ,-- ______ - - - - -- - - - - - - - - - - - - - - - - -- 16 \ _ -- - .405 Off -RAW Sgt c\/ .i -� �' � _ - '•.' /�`j�'wi _ - •..... = = - _ / / f ' '- �. -- i / / - - / - ��"'/\\ 405-5 f 080+ .0 - `� (6.00' RT) ESB5-N13405 2015 +17.10 BEGIN % ( ---� ci- - + BEGIN (0.00) _. -- FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. i' 100 SCALE IN FEET '// //' / / rj ..''/ / 6�9 S 406-S 1080+6 9. _- __ - -__- _ , _ (12.001 T) lb fES 5- 405 2014 +27.18 / / r 9' / /� / -� / / I 1 (13.73' T) MATCH EXISTING �015f / Zoo 11� i / �`��\ ' � /i ' / / � . ' le SB- 405 2012 +70.90 // / , - BEGIN 1 (26.85 RT) _ _ - ,� \\ ,' / oh / / ' , / MATCH EXISTING CjOA-, loll 11 Ile ' PAVEMENT MARKING /011 / / o ,' 1 PLASTIC PROFILED LANE LINE / ;' /\ 2 PLASTIC PROFILED WHITE EDGE LINE -X- X X X X -X- X O n1nT1=c- 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. C:1 Workl ProjectWisel6TJV00021dms022691BT 2:29:58 PM 8/19/2010 kxla A. SCHMIDTMAN D. FRANKUM AS -BUILT J. ST. JOHN 1 NDC 123 L. HODGSON iFC D. DYE 405 -AB REVISION 01, 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. REGION STATE NO. 10 WASI JOB NUMBER 716110 MS 1112110 r MS CONTRACT NO. 5122/08 JMS C-7295 DATE BY of � --� • LOCATION NO. S T. Jo A ��n_��F27Y9cot AIL oil, DAkE P.E. STAMP BOX 3 PLASTIC HOV LANE SYMBOL (1000' SPACING) �4 PROFILED PLASTIC WIDE LINE �5 PROFILED PLASTIC DROP LANE LINE �6 PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE �8 AERIAL SURVEILLANCE FULL MARKER �9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE P.E. STAMP BOX DATE AGW ATE Washington State MAP Department of Transportation CO 9 DAVID EVANS ANoASSOCIATES ma. ILFINGER BERGER TM 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 kwmmm mi TRI -STATE CONSTRUCTION, INC SHEET 130 OF 'FAVEMENT MARKING PLAN SHEETS i� FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. Kin-rCC. SB405 -S 1083 +00.00 END 4 ' n��+, nn+ I T% T. 23 N., R. 4 E., W.M. v..-v... V lv.vv j TP -E405 4085 +91.08 EN CURVE (20.15' RT) SIN 63.4:1 TAPER (20.15' RT) i 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. C :1Work1ProjectWiseX 10:40 :04 AM 11/19/2010 dlo A. SCHMIDTMAN D. FRANKUM J. ST. JOHN L.HODGSON D. DYE JV00021dms022691BTJV0002 PS MK 405 -AB.d AS -BUILT t NDC 126 IFC REVISION f1► 6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M- 20.30 -01 AND SPACED \-,-W 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. s 0. STS REGION STATE FED,AID PROJ.NO. Q�` of . S/y O' 10 WAS ' Q rr rc` JOB NUMBER -t IV Aut- 11119/10 JMSJ CONTRACT NO. LOCATION NO:, 5122/08 MS C I 1 -7295 D E DATE BY P.E. STAMP BOX P.E. STAMP BOX 0 50 100 SCALE IN FEET 1i% 1 t �Y� 12 � �s 1Z N 1Z 0 At 'Z E405 1092 +41.27_ END 4 (56.00' RT) E405 1090 +33.00 BEGIN Q5 (56.00' RT) TP -E405 4090 +26.24 END 53.4:1 LANE TAPER (12.00' RT) E405 1089 +41.27 POINT OF CONVERGENCE PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE O PLASTIC PROFILED WHITE EDGE LINE O3 PLASTIC HOV LANE SYMBOL (1000' SPACING) �4 PROFILED PLASTIC WIDE LINE O PROFILED PLASTIC DROP LANE LINE O PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE O8 AERIAL SURVEILLANCE FULL MARKER O9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DATE Ai► ( TAT Washington State Department of Transportation 40 Corridor Program DAVID EVANS ...ASSOCIATES ma. 1LFINGER BERGER . Q 415 - 118th Avenue SE Civil Inc. Bellevue 425 519 6500 005 -3518 _ I TRI- STATE CONSTRUCTION, INC I agma ge-d ME:X /1A- rInK1C REDUCED MAINLINE SHOULDER AND LANE OWIDTHS IN THE VICINITY OF GREEN RIVER AND SR181 BRIDGES -APPROVED 4 -20 -09 REDUCED HORIZONTAL STOPPING SIGHT ODISTANCE ON NORTHBOUND 1-405 IN TUKWILA - APPROVED 4-7 -07 O1-405 HORIZONTAL CURVES WITH NON - STANDARD SUPERELEVATIONS - APPROVED 4 -6 -07 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING PAVEMENT MARKING PLAN A Plot 2 MK2 1 -405 SHEET 131 OF 392 SHEETS yQ 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 � er 1 M E405 109 +56 BEGIN BARRIE \DELINVATION (RT MI DIAN) 4,, 40' 0f.. F.i+1D li4,11 W4 _APER '(16. `TT` 12_2:_1 _LA WE -APER 7.24' LT) -- - END 9.4:11 LAN TA - (3.24' -LT) - - - EW �O:�- LA _ E406 1109 +01.25_ - _ f - E40 C 1 �10 +38.31 - END 4 51`94$tT- _-i-1�� - 2 05.64' LT) - - W 2 (51.94' LT) t t�iU)2V END Q (70.$8' LT) t �- - = - M)0►'TCH f�CISTit� T. 23 N., R. 4 E., W.M. E405 1113 +34.50 END 166.9:1 SHOULDER TAPER (3.00' LT) BEGIN ® (70.88' LT) BEGIN 30:1 LANE TAPER (70.88' LT) E405 1110+4.09 END 6 (191.'} �L� /p 21 / CURVE PT \� / END 30:1 LAN (TAPER %191.83- LT) MATCH EXISTIN �05 1112 +60.00. � � E405 1120 56.00 END 152.0:1 SHOULDER TAP 3, �R E405 1115 +60.00 0 (8.50' LT & RT) END 133.3:1 LANE TAPER {14.0 WRT0 ) BEGIN 4 (50.66' LT) END 118.8:1 LANE TAPER (25.00' \ \�� MATCH EXISTING E405 1118 +45.80 END 107.0:1 LANE TAPER (36.00'R \ \� BEGIN 2 (47.00' LT) R =28p, E D 97.4:1 LANE TAPER 47.00 RT � ` ` MATCH EXISTING 1 E405 1116 +33.20 p R =240' E405 1110 +00 ��z_ 1 �� BEGIN BARRIER DELINEATION (LT MEDIAN} ' O.C. - =�- _ - -- �, �� �� ` END 4 (47.00 LT) END �2 (47.00 LT) Of 2 E406 1122 +80.00 BEGIN 70.0:1 LANE AND SHOULDER SHIFTS (LT & RT) 6 (3.00' LT & RT) 0 (14.00' LT & RT) 1 (25.00',36.00- LT & RT) 2 (47.00' LT & RT) BEGIN BARRIER SHIFT 11 11 1 0 50 100 SCALE IN FEET ��y _ - - -- -- f__._- 2 E405 10+ .00 �_ _ - - -r'T_ - - - ; - - - _ r-t _ _� 8 E405 111 V LT O ; --r -- T - -- 1 • -- _ + 9.fi' 9.8'11 - r� - - - --- 13 - 11' � � Y 11' O I I 2' 1 W et W 5.2' _ - - - - - W_ - - - LW _ _ _ _ _ - - ' - 2' 11 • - - - - - - - E405 LINE 2' 1 � , z 3 wV) -E18'L -NB445 16- +05.7-4 - - - - - - - - - - - - - - - - - - - - W -j W _ _ - - NB403 -SR181 11 +67.75 - - - _ - - - - 1' - - _ END 4 CURVE (5.98' LTZ _ SEE NOTE 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 11' W - - 1 - - - - - 11` V U END 10.11 :1 LJkNE -TAPER (30.0-11T) 11' 10, SR181 -NB405 LIN 20' - --- - - - - -- - - _ - 4 3 13' - --- - - - - -- = __--- - - - - -- NB405 -SR181 13 +48.94 - - 11' 13' - - -- - - - - -- fi, ' ' ' jl� 8' 13.3' --_=2 10 EW 20.1:1 LANE TAPER (24.00' RT - - - j - fi' 13 END ® 24.00 RT} i �-- 1 E405 1119 +27.41 SR181 -NB405 20 +45.06 POE BEGIN T 48.0:1 LANE / / / END 44.4:1 LANE TAPER (15.9 RT) END 4 47.00' RT E405 1122 +95.90 TAPER (12.00' RT) - � � a" � r _ E181 -NB405 16 +05.62 '� � t l i l t � 1, � � E405 1117 +58.86 (55.00' LT) END 4 {47.00' RT) END 1 47.23' RT EG1N T 2400:1 LANE � �,� R- 211.63 END CURVE {9.04' RT) �� 1 t l � � l t l - BEGIN 49.6:1 RAMP TAPER (70.92' RT) BEGIN 10 (47.00' RT) { } TAPER (24.00 RT) 18 / - � Al � R=218' 4p� �d'j ,�� / �y/ E405 1112 +50� 00 f� / it �� t /l f' IJ 8 E405 1116 +79.00 R -233 / 13 END 2 (47.00 RT) 14 +20, 6' LT %1 E181 -NB405 1675.05 ,y BEGIN i�4 (47.00' RT) END 1 (11.12' T) 44' 13 +30 6' LT i R= 159.00' E181 -NB406 15 +40.16 BEGIN C2 (24. 3 RT) 4• PLASTIC STOP LINE BEGIN 44.41.' LANE I jig 1 END Q1 CURVE (10.50' RT) TAPER (24143' RT)tt • 1"'7- 4' , END V CURVE (5.50 LT) MATCH MISTING BEGIN 1 CURVE (10.50' RT) NB405 -SR181 13 +31.29 � """'--- BEGIN 4 CURVE (5.50' LT) , END 2 CURVE {38.2T RT) �� , V��� E181 -NB405 13 +94.69 BEGIN 6 CURVE (5.21' LT) PAVEMENT MARKING LEGEND MATCH EXISTING PLASTIC PROFILED LANE LINE �2 PLASTIC PROFILED WHITE EDGE LINE O PLASTIC HOV LANE SYMBOL (1000' SPACING) NOTES. 4 PROFILED PLASTIC WIDE LINE DEVIATIONS 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 O ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND O PROFILED PLASTIC DROP LANE LINE REDUCED MAINLINE SHOULDER AND LANE WIDTHS IN THE VICINITY OF GREEN RIVER AND 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. O PROFILED PLASTIC YELLOW EDGE LINE O SR181 BRIDGES -APPROVED 4 -20 -09 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. �7 PROFILED PLASTIC DOTTED EDGE LINE O AERIAL SURVEILLANCE FULL MARKER REDUCED MAINLINE LANE AND SHOULDER 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M- 7.50 -01. O AERIAL SURVEILLANCE HALF MARKER 2 WIDTHS IN THE VICINITY OF THE UNION PACIFC AND BURLINGTON NORTHERN AND SANTE FE 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. r9.FOR EMPOR ARY CONFIGURATIONS LASTING MORE THAN 30 DAYS, SEE STANDARD 10 WIDE LANE LINE RAILROAD BRIDGE - APPROVED 1 -27 -07 INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. M- 20.50.00 FOR RPM PLACEMENTS. 1 FI P O C I 11 NON - STANDARD NORTHBOUND 1405 ON- 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE CONNECTION FROM SR181 -APPROVED 4 -25 -07 � 13 TYPE Y GUIDEPOST STD PLAN H -1 /; , FILE NAME C: 1WorkiProjectWiselBTJV0002ldms022691BTJV0002 PS MK 405- AB.dgn '3g. ST INTERSTATE Department of Transportation 1 -4,05 Washington State Plot 4 Q TIME 10:42:02 AM R N IOON STATE FED.AID PROJ.NO. Q� of wasy1� ti� DATE 11/1912010 ® AS -BUILT 1 NDC 126 11/19/10 MS1 10 WAS ' P c 40a Corridor Program 1 -5 TO SR169 MK4 PLOTTED BY dio 4 NDC 124 - LANE TAPER REVISIONS 03/05110 JMSTI 1 1 -405 DESIGNED BY A. SCHMIDTMAN NDC 102 - LANE TAPER REVISIONS 02/26109 JMST JOB NUMBER 7 STAGE 1 - WIDENING DAVID EVAN8 SHEET �� D Q A..A88OCIATES ma. ENTERED BY D. FRANKUM NDC 88 - SAWCUT REVISIONS 12/15/08 JMS s N ��N�` BILF'INGER BERGER 133 415 - 118th Avenue SE CHECKED BY J. ST. JOHN 1 NDC 85 - RAMP REVISIONS 10/27/08 MS CONTRACT NO. LOCATION NO. CivilIne. Be11ePhene- 42551965008005-3518 OF i TRI -STATE CONSTRUCTION, INC. 392 PROJ. ENGR. L. HODGSON & IFC 5122/08 MS C -7295 DATE DATE q -111d' l&_Idlr4 PAVEMENT MARKING PLAN SHEETS REGIONAL ADM. D. DYE REVISION DATE BY v v P.E. STAMP BOX P.E. STAMP BOX Iffil I r PAVEMENT MARKING LEGEND r PLASTIC PROFILED LANE LINE O2 PLASTIC PROFILED WHITE EDGE LINE O3 PLASTIC HOV LANE SYMBOL (1000' SPACING) O4 PROFILED PLASTIC WIDE LINE OS PROFILED PLASTIC DROP LANE LINE r PROFILED PLASTIC YELLOW EDGE LINE O7 PROFILED PLASTIC DOTTED EDGE LINE O8 AERIAL SURVEILLANCE FULL MARKER O9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE m 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE C n PROFILED PLASTIC WHITE DOTTED EXTENSION LINE 11 E405 1123 +50.00 END 70.0:1 LANE AND SHOULDER SHIFTS Q (2.00' LT, 4.00' RT) (13.00' LT, 15.00' RT) 1 (24.00' LT, 35.00' LT, 26.00' RT, 37.00' RT) Q (46.00' LT) END BARRIER SHIFT 4.4' T. 23 N., R. 4 E., W.M. 45 1130 +56.00 (7.50' LT & 9.50' RT) pq 1 D 153.61 SHOULDER TAPER ,,4 ! ! 1 / RETAINING WALL 4111 1 100 SCALE IV FEET E405 1124 +00.00 END T-(37.001 RT) BEGIN 5 (37.00' RT) DEVIATIONS REDUCED MAINLINE LANE AND SHOULDER O2 WIDTHS IN THE VICINITY OF THE UNION PACIFC AND BURLINGTON NORTHERN AND SANTE FE RAILROAD BRIDGE - APPROVED 1 -27 -07 REDUCED MAINLINE SHOULDER AND LANE O3WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE - APPROVED 4-6-07 2) x410) 1-41) L-46) \-{5 Pi E406 1128 +95.85 1 END 49.6:1 RAMP TAPER (48.00' 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. On K BEGIN PAVEMENT MARKING LEGEND O PLASTIC PROFILED LANE LINE O2 PLASTIC PROFILED WHITE EDGE LINE O3 PLASTIC HOV LANE SYMBOL (1000' SPACING) O4 PROFILED PLASTIC WIDE LINE OS PROFILED PLASTIC DROP LANE LINE O6 PROFILED PLASTIC YELLOW EDGE LINE O7 PROFILED PLASTIC DOTTED EDGE LINE O8 AERIAL SURVEILLANCE FULL MARKER O9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE m 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE C n PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE LANE AND SHOULDER O2 WIDTHS IN THE VICINITY OF THE UNION PACIFC AND BURLINGTON NORTHERN AND SANTE FE RAILROAD BRIDGE - APPROVED 1 -27 -07 REDUCED MAINLINE SHOULDER AND LANE O3WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE - APPROVED 4-6-07 2) x410) 1-41) L-46) \-{5 Pi E406 1128 +95.85 1 END 49.6:1 RAMP TAPER (48.00' 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. On K BEGIN 239.3:1 LANE TAPE (10.00' LT) BEGIN 159.5:1 LANE TAPER (21.00' LT) BEGIN 119.7:1 LANE TAPER 1 (32.00' LT) BEGIN 95.7:1 LANE TAPER (43.00' LT) BEGIN 153.6:1 SHOULDER TAPE (j)(43.00' LT) 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. 11 .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 i� 0 0 to �Yr- o c� dv W W Z !_ W W vy T. 23 N., R. 4 E., W.M. 1405 STA 1161+97.91 I PAVEMENT MARKING LEGEND I Q PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE INTERSTATE �� Washington State Department of Transportation 40 Corridor Program or DAVID EVANS qN. ANDASSOCIATES mc. BILFINGER BERGER 415 - 118th Avenue SE Civil Inc. eeuevue Washington 98005 -3518 Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC. PLASTIC HOV LANE SYMBOL (1000' SPACING) �4 PROFILED PLASTIC WIDE LINE STATE PROFILED PLASTIC DROP LANE LINE O PROFILED PLASTIC YELLOW EDGE LINE WAS PROFILED PLASTIC DOTTED EDGE LINE 8 AERIAL SURVEILLANCE FULL MARKER JOB NUMBER AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 8108108 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE -APPROVED 4-6 -07 REDUCED INSIDE SHOULDER WIDTHS AT SIGN & BRIDGE LOCATIONS -APPROVED 3 -10 -09 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:XWorkiProjeotWisell 10:42:55 AM 11119/2010 dlo A. SCHMIDTMAN D. FRANKIIM J. ST. JOHN L.HODGSON D. DYE Rl JV0002Xdms02269XBTJV0002 PS MK 406-ABA AS -BUILT / NDC 126 NDC 79 - BARRIER REPLACEMENT IFC REVISION END 51.0:1 LANE TAPER (64.47' RT) BEGIN 38.5:1 RAMP TAPER (64.47' RT) 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. F- 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. 0 50 100 SCALE IN FEET CD two 00 CD �ui W z� _j w =W U Q E S 0. ST J Q� of WASH �'S' 'y �0 �,� lD 10 P.E. STAMP BOX DATE P.E. STAMP BOXY INTERSTATE �� Washington State Department of Transportation 40 Corridor Program or DAVID EVANS qN. ANDASSOCIATES mc. BILFINGER BERGER 415 - 118th Avenue SE Civil Inc. eeuevue Washington 98005 -3518 Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC. I -405 1 -5 TO SRI 69 STAGE 1 -WIDENING PIOt 7 RENO N STATE FED.AID PROJ.NO. MK7 1 -405 10 WAS JOB NUMBER SHEET 136 OF 392 SHEETS 11119110 MS 8108108 JM$ CONTRACT NO. (; -7295 LOCATION NO. PAVEMENT MARKING PLAN 5122108 MS DATE BY 11 0 0 (0 h to o� �t w w Z tT J w = w L) tl? Q Or-= Iry 1 c J I PAVEMENT MARKING LEGEND I Q Q G) Q 0 10 PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000' SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE TYPE Y GUIDEPOST STD. PLAN H -1 A It REDUCED MAINLINE SHOULDER AND LANE L/ WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE - APPROVED 4 -6 -07 4 NON - STANDARD NB 1-405 CD ROAD OFF CONNECTION AT SR 167 - APPROVED 4 -6 -07 T. 23 N., R. 4 & 5 E., W.M. END 50.0:1 RAMP TAPER (64.00' LT) BEGIN- RAMP TAPER (64.00' LT) END U 0.0:1 TAPER (52.00' LT) BEGIN W(48.00, 52.00' LT) BEGIN 25.8:1 SHOULDER TAPER (74.00' LT) 1403 11 dy +! 1.34 END U4 ,52.00' R BEGIN (2) (52.00 NB405 -NBCD 20 +00 END (4)(0.001) RInTF _q- 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. IIl NB406 -SB167 10 +43.33 END 4 j0.89' LT) BEGIN (6)(0.89' LT) 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. E405 1178 +78_.69 END 4 (56.00' Ll SB167 -SB405 16 +30.00 END (4)(0.001) 11 11 11 0 50 100 SCALE IN FEET 0 0 a� do �Y LO o� W W Uj Z J W _ w 0 1- Q NON- STANDARD 1-405 SOUTHBOUND ON- 10 CONNECTION AND RAMP FROM SOUTHBOUND SR 167 -APPROVED 4-6 -07 T=269008 FILE NAME C: XXWorkXProjectWiselBTJV0002 Xdms02269XBTJV0002_PS_MK 405 AB.dgn S 0. ST J INTERSTATE �� Washington State Plot 8 TIME 10:43:20 AM REGION STATE FED.AID PROJ.NO. �`�' of WASy� ti� O �I/ Department of Transportation ' -405 DATE 11/1912010 No. Q� 2c /1 COrrldOr Pro ram I_ MK8 '10 WAS 405 � 5 TO SRI PLOTTED BY dlo 1 -405 DESIGNED BY A. SCHMIDTMAN JOB NUMBER STAGE 1 -WIDENING � R DAVID EVAN8 SHEET ENTERED BY D. FRANKUM D D ...ASSOCIATES tNc. 137 s� N BILFINGER BERGER A O 415 - 118th Avenue SE CHECKED BY J. ST. JOHN AS-BUILT 1 NDC 126 11119!10 MS CONTRACT NO. LOCATION NO. Civil Inc. 8eilePhone.425.5196500 005 -3518 OF il PROJ. ENGR. L. HODGSON IFIC 5122/08 MS C -7295 I ID E DATE TRI -STATE CONSTRUCTION, INC PAVEMENT MARKING PLAN 392 SHEETS REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX `d SB167 -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 11 9 1 `ti ii NOON 13 a To 23 No, Rn 5 E. WmMm END CONSTRUCTION E 181 20 +06.08 j/ i NB406 -SR181 14 +92.95 END 48.0:1 LANE TAPER (15.00' RT) D 24.0:1 LANE TAPER (30.00' RT) 12� 6' LT SR181 -NB405 11 +89.75 �r l i /// ` / ,'� RAMP /fCHANNELIZATION END CURVE (15.30' LT) / / / ' / SEE I ETAIL ON SHEET MKD1 BEGIN CURVE {15.3.0' LT) ,' / / r / ! / E181 19 +42.02 _ SR1$1 -NB405 11 +$9.32 r / / / Y / / i / PLASTIC STOP LINE 1� tSED ISLAND =175,00' BEGIN CURVE (0.70' RT) Hi` /l„ /l / ri l ;O, - T NB406 -SR181 15 +00.00 PLASTIC TRAFFIC ARROWS N (7.50' RT, 22.5' RT, 37.5' RT) NB406 -SR181 16 +07.71 END 7 (15.00' RT)-� BEGIN ® (15.00' RT) ` e NB406 -SRI SI 16 +7000 PLASTIC TRAFFIC ARROW (7.50' RT, 22.5' RT, 37.5' RT) \ R= 210.41° �, / l' I/ I / , E DETAIL ON SHEET PV D1 LANE LINE REMOVE PLASTIC PROFILED WHITE EDGE LINE O PLASTIC HOV LANE SYMBOL (1000' SPACING) os , _,HOV SYMBOL 01 O PROFILED PLASTIC DROP LANE LINE L/ PROFILED PLASTIC YELLOW EDGE LINE 07 PROFILED PLASTIC DOTTED EDGE LINE [�8 AERIAL SURVEILLANCE FULL MARKER !J9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE DESIGNED BY A. SCHMIDTMAN A AS -BUILT 1 NDC 126 11/19110 JMSJ 1 FI P N - . PROFILED PLASTIC WHITE DOTTED EXTENSION LINE 12 k18 18 +15.56 9128109 MS CONTRACT NO. C -7295 LOCATION NO. I :Nb 6 (8.33° LT) 5/22/08 Ms PAVEMENT MARKING PLAN I REGIONAL ADM. D. DYE REVISION (19.33' LT) 24.67' RT) BY I t ' IEND ` 2 (343,3' LT) h -- -- ! , /,' `� �~ END 2.67' � ('C�.,67' RT) Wit, _ \ f \ S CUR8- .RET ' \ \ SEE DETAIL. ON - SHF,rT PVD2 ' E181 h 18 +23.56 CROSS WALK END Q (15.00' RT, 30.00' RT) / � � ' � - -E181 18 +15.56 PLASTIC STOP LINE 4 J 1 7\ PLASTIC STOP LINE CURB RETURN / / ry ; / Eli" 18 +00.00 SE DETAIL ON SHEET PVD1/ PLASTIC TRAFFIC ARROW (2.83' LT & 8.17' RT) E1$1 16 +$9.14 E�81 16 +73.00 BEGIN 2 {45.00' LT) / / - - VLASTIC TRAFFIC ARROW 11 / 14 / : 7 _ _ , (3.21' LT & 7.79' RT) _ E181 15 +43.00 PLASTIC TRAFFIC ARROW ` / 1 4 (3.21' LT & 7.79' RT) \ J/ / / E181 15 +36.30 END 8.4:1 6 TAPER ($.71' LT) BEGIN (4)(2.29# RT) BEGIN 4 (13.29' RT) E181 15 +52.30 END 62.1:1U2 TAPER (36.22'RT) / E181 14 +14.07 PLASTIC TRAFFIC ARROW (0.91' LT) BEGIN 8.4:1® TAPER (5.79' RT) �!t k END (4)(7.411 LT) / Cb E181 13 +64.08 PLASTIC TRAFFIC ARROW / (0.36' LT) / `IT r _ �kr Jf ! t r i t t ' E181 13 +42.85 BEGIN 52.1:1 T TAPER (32.20' RT) ! r E181 13 +14.08 1 r ' BEGIN 4 (6.86' LT, 29.86' LT) BEGIN 1 (18.36' LT, 18.84' RT) ti BEGIN 6 (6.34' RT) tJ tJ Jt' t � BEGIN CONSTRUCTION E181 13 +14.08 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. 0 50 100 SCALE IN FEET 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. T=26900C FILE NAME C:XWork \Project Wise\ BTJV00021dms02269XBTJV0002 PAVEMENT MARKING LEGEND �1 PLASTIC PROFILED LANE LINE �2 PLASTIC PROFILED WHITE EDGE LINE O PLASTIC HOV LANE SYMBOL (1000' SPACING) 04 PROFILED PLASTIC WIDE LINE O PROFILED PLASTIC DROP LANE LINE L/ PROFILED PLASTIC YELLOW EDGE LINE 07 PROFILED PLASTIC DOTTED EDGE LINE [�8 AERIAL SURVEILLANCE FULL MARKER !J9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE DESIGNED BY A. SCHMIDTMAN A AS -BUILT 1 NDC 126 11/19110 JMSJ 1 FI P O C 1 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE 13 TYPE Y GUIDEPOST STD PLAN H -1 FILE NAME C:XWork \Project Wise\ BTJV00021dms02269XBTJV0002 _PS_MK 405- AB.dgn S 0. S T. t/ tC. W � P� of SH,� ti� ! l / '` R� D E P.E. STAMP BOX DATE P.E. STAMP BOX I TE T �Washington State CIA Department of Transportation 40 Corridor Program DAVID IATES � Q wNOASSOCIATE8�nc. BILFINGER BERGER . 415 - 118th Avenue SE Civil Inc. Beilevhone. 425 519.6500 005 -3518 rd TRI -STATE CONSTRUCTION, INC. q---f .v� Iffil - 1 405 1 -5 TO SRI 69 STAGE 1 -WIDENING Plot 12 TIME 10:43:53 AM REGION NO. STATE FED.AID PROJ.NO. MK12 1 -405 DATE 11/1912010 10 WAS PLOTTED BY dlo DESIGNED BY A. SCHMIDTMAN A AS -BUILT 1 NDC 126 11/19110 JMSJ JOB NUMBER SHEET /�A 14 1 OF 392 SHEETS I ENTERED BY D. FRANKUM NDC 124 - CHANNELIZATION REVISIONS 02/25110 MS CHECKED BY J. ST. JOHN 1 NDC 119 - RAMP CHANNELIZATION REVISIONS 9128109 MS CONTRACT NO. C -7295 LOCATION NO. I PROJ. ENGR. L. HODGSON tFC 5/22/08 Ms PAVEMENT MARKING PLAN I REGIONAL ADM. D. DYE REVISION DATE BY I 11 BEGIN 8" WHITE PLASTIC GORE STRIPE END 4" WHITE EDGE LINE STRIPE BEGIN TYPE 2 (W /R) RPMS ON MAINLINE SIDE AT NOSING AREA + SHY t + + DISTANCE + 1 FT (TYP) _ NOSING 1 CONTINUE + TYPE 2(Y /R) RPMS ++ 5d ON 80' SPACING , CONTINUE GORE MARKINGS TO END OF GORE AREA ON 50' SPACINGS �- BEGIN 8" WHITE PLASTIC GORE STRIPE BEGIN TYPE 2 (W1R) RPMS END 4" YELLOW EDGE STRIPE ON OFF -RAMP AT NOSING AREA .ON -RAMP GORE AREA CHEVRON LAYOUT N.T.S. R'8r�e4os <4F r- R= 175.00' �Vg4oSSR� 8r z 1**�� 12+ EDGE OF LANE EDGE OF SHOULDER END TYPE 2 (WIR) RPMS WHEN SPACING IS 1' / 20' _- -- 45° • 45° - - � • 1 CENTERLINE \ \ OF GORE AREA , TYPICAL GORE STRIPE DETAIL NB405 -SR181 16 +52.23 (7.00' LT.) NB405 -SR181 16 +30.00 (3.00' LT.) SR181 -NB405 11 +89.75 (15.301LT.)= NB405 -SR181 15+70.30 (7.09'LT.) I as % � 16 +p0 PAINT ENTIRE CURB YELLOW 1' TYP on R= 213.00' NB405-SR181 (2.001 BEGIN TYPE 2 (W (R) RPMS WHEN SPACING IS 1' 8" WHITE PLASTIC GORE STRIPE NB405-SR181 (7.001 0� C� EDGE OF LANE EDGE OF SHOULDER NB405-SR181 16+i (7. 001 NB405-SR181 (7.001 1 1t e A-7+00 B4405-SRl 81 • (0.001) NB405-SR181 (08-001) FAJ &Aj Ll END 8"WHITE PLASTIC GORE BEGIN 4"WHITE EDGE LINE rk ' • RPMS ON MAINLIN NOSING SIDE AT • MEDIAN AREA NOSING 1 END 8"WHITE PLASTIC GORE STRIPE : -! - ! (1.901_ 0 10 21: SCALE IN FEET T -26900 D MEDIAN AREA 20' (TYP) 20' 16 1 10' 5' + SHY t + + DISTANCE + 1 FT (TYP) _ NOSING 1 CONTINUE + TYPE 2(Y /R) RPMS ++ 5d ON 80' SPACING , CONTINUE GORE MARKINGS TO END OF GORE AREA ON 50' SPACINGS �- BEGIN 8" WHITE PLASTIC GORE STRIPE BEGIN TYPE 2 (W1R) RPMS END 4" YELLOW EDGE STRIPE ON OFF -RAMP AT NOSING AREA .ON -RAMP GORE AREA CHEVRON LAYOUT N.T.S. R'8r�e4os <4F r- R= 175.00' �Vg4oSSR� 8r z 1**�� 12+ EDGE OF LANE EDGE OF SHOULDER END TYPE 2 (WIR) RPMS WHEN SPACING IS 1' / 20' _- -- 45° • 45° - - � • 1 CENTERLINE \ \ OF GORE AREA , TYPICAL GORE STRIPE DETAIL NB405 -SR181 16 +52.23 (7.00' LT.) NB405 -SR181 16 +30.00 (3.00' LT.) SR181 -NB405 11 +89.75 (15.301LT.)= NB405 -SR181 15+70.30 (7.09'LT.) I as % � 16 +p0 PAINT ENTIRE CURB YELLOW 1' TYP on R= 213.00' NB405-SR181 (2.001 BEGIN TYPE 2 (W (R) RPMS WHEN SPACING IS 1' 8" WHITE PLASTIC GORE STRIPE NB405-SR181 (7.001 0� C� EDGE OF LANE EDGE OF SHOULDER NB405-SR181 16+i (7. 001 NB405-SR181 (7.001 1 1t e A-7+00 B4405-SRl 81 • (0.001) NB405-SR181 (08-001) FAJ &Aj Ll END 8"WHITE PLASTIC GORE BEGIN 4"WHITE EDGE LINE rk ' • RPMS ON MAINLIN NOSING SIDE AT • MEDIAN AREA NOSING 1 END 8"WHITE PLASTIC GORE STRIPE : -! - ! (1.901_ 0 10 21: SCALE IN FEET T -26900 D 11 LUMINAIRE SCHEDULE SERVICE NO. 896 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE - DISTRIBUTION- WATTAGE MAST ARM H1 BASE TYPE COMMENTS STATION OFFSET 174 E EXISTING EXISTING I11 -MED CUTOFF -400 HPS 10' 50 SLIP FIXED 175 E EXISTING EXISTING III -MED CUTOFF -400 HPS 10' 50 SLIP FIXED X -1 E EXISTING EXISTING 111 -MED CUTOFF -400 HPS 16' 50 SLIP FIXED 163 E EXISTING EXISTING III -MED CUTOFF -400 HPS 16' 50 SLIP FIXED 164 E EXISTING EXISTING I11 -MED CUTOFF -400 HPS 10' 50 SLIP FIXED X -3 F EXISTING E405 1120 +91 III -MED CUTOFF -400 HPS 10' 50 SLIP BARRIER X-4 F EXISTING E405 1123 +69 111 -MED CUTOFF -400 HPS 10' 50 SLIP BARRIER 165 F EXISTING E405 1126 +22 111 MED CUTOFF -400 HPS 10' 50 SLIP BARRIER 166 -167 E EXISTING E405 1128 +89 111 -MED CUTOFF -400 HPS 8' 50 FIXED BARRIER 101 -102 B EXISTING E405 1131 +59 III -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 103 -104 B EXISTING 1405 1134 +31 III -MED CUTOFF - 310 HPS 4' 50 EXISTING SHOEBOX 105 -106 B EXISTING 1405 1136 +62 III -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 107 -108 B EXISTING 1405 1138 +23 111 -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 1N F E405 1087 +22 124.00' RT I11 -MED CUTOFF -400 HPS 12' 50 BARRIER BARRIER MOUNTED,SHOEBOX 2N F E405 1090 +46 1405 1142 +58 III -MED CUTOFF -400 HPS 12 50 FIXED SHOEBOX 3N F E405 1093 +14 84.50' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 109 -110 B EXISTING 51.00' RT III -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 111 -112 A EXISTING 39.00' LT I11 -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 113 -114 A EXISTING 111 -MED CUTOFF -310 HPS 4' 50 EXISTING SHOEBOX 115 A EXISTING 91.00' RT III -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 116 A EXISTING 83.00' RT ill -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 4N F E405 1095 +76 81.00' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 5N F E405 1098 +36 81.00' RT III -MED CUTOFF -400 HPS 12' 50 BARRIER BARRIER MOUNTED,SHOEBOX 6N F E405 1101 +23 80.00' RT ill -MED CUTOFF -400 HPS 12' 50 BARRIER BARRIER MOUNTED,SHOEBOX 13 A EXISTING UNDERDECK - 100 S NA 18 1 UD A E405 1104 +14 62.00' LT UNDERDECK - 1 # CWA NA 18 2UD A E405 1104 +14 1.00' LT UNDERDECK - 10 CWA NA 18 3UD A E405 1104 +14 1.00' RT UNDERDECK - 10 CWA NA 18 4UD A E405 1104 +14 50.00' RT UNDERDECK - 10 CWA NA 18 5UD A E405 1104 +53 50.00' RT UNDERDECK - 1 0 CWA NA 18 N���k LUMINAIRE SCHEDULE SERVICE NO. 1235 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE - DISTRIBUTION- WATTAGE TYPE- DISTRIBUTION- WATTAGE ARM H1 BAS STATION STATION OFFSET 201 -202 A EXISTING 111 -MED CUTOFF -400 HPS III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 203 -204 A EXISTING III -MED CUTOFF -400 HPS 111 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 205 -206 A EXISTING III -MED CUTOFF -400 HPS I11 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 207 -208 A EXISTING III -MED CUTOFF -400 HPS III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 209 -210 B EXISTING III -MED CUTOFF -400 HPS III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 1M-2M B E405 1120 +91 0.47' LT 111 -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 3M-4M B E405 1123 +69 0.99' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 5M -6M B E405 1126 +22 0.99' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 7M -8M B E405 1128 +89 0.99' RT 111 -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 9M -10M B E405 1131 +59 1.52' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 11M -12M C 1405 1134 +31 3.00' RT I11 -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 13M -14M C 1405 1136 +62 4.50' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 24N C 1405 1138 +23 70.60' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 15M -16M C 1405 1139 +83 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 17M -18M C 1 1405 1142 +58 8.01' RT I11 -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX LUMINAIRE SCHEDULE SERVICE NO. 880 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE - DISTRIBUTION- WATTAGE MAST ARM H1 BASE TYPE COMMENTS STATION OFFSET 7N A E405 1107 +54 94.00' RT 111 -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 8N A NB405 -SR181 + 45.00' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 9N A NB405 -SR18 14 +15 54.00' RT III -MED CUTOFF -400 HPS 12' 50 FIXED WALL MOUNTED,SHOEBOX 10N A SR181 -NB 0 0 44.00' RT III -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 11N A E40 1113 +82 102.00' RT III -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 2 A EXI Ak 8.00' RT III -MED CUTOFF -400 HPS 16' 50 SLIP BARRIER MOUNTED,SHOEBOX 4 A E181 19 +80.00 56.00' LT III -MED CUTOFF -250 HPS 12' 40 SLIP BARRIER MOUNTED,SHOEBOX LUMINAIRE SCHEDULE SERVICE NO. 6287 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE - DISTRIBUTION- WATTAGE MAST ARM H1 BASE TYPE COMMENTS STATION OFFSET 4S A 1405 1145 +37.00 60.00' LT III -MED CUTOFF - 400 HPS 12' 50 BARRIER BRIDGE MOUNTED,SHOEBOX 12N A 1405 1145 +37.00 64.00' RT III -MED CUTOFF -400 HPS 12' 50 BARRIER BRIDGE MOUNTED,SHOEBOX 5S A 1405 1147 +78.00 63.00' LT III -MED CUTOFF -400 HPS 12' 50 BARRIER BRIDGE MOUNTED,SHOEBOX 13N A 1405 1147 +78.00 64.00' RT III -MED CUTOFF -400 HPS 12' 50 BARRIER BRIDGE MOUNTED,SHOEBOX 19M -20M A 1405 1150 +39 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 21M -22M B 1405 1153 +09 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 23M -24M B 1405 1155 +91 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 25M -26M B 1405 1158 +80 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 27M -28M B 1405 1161 +42 8.00' RT 111 -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 29M -30M C 1405 1164 +09 8.00' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 31 M -32M C 1405 1166 +59 8.13' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 33M -34M C 1405 1169 +11 8.68' RT III -MED CUTOFF -400 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX 251 -252 C EXISTING III -MED CUTOFF -310 HPS 4' 50 BARRIER BARRIER MOUNTED,SHOEBOX FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. LUMINAIRE SCHEDULE EXISTING SERVICE NO.4047 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE- DISTRIBUTION - WATTAGE TYPE- DISTRIBUTION - WATTAGE MAST ARM H1 BASE TYPE COMMENTS STATION OFFSET 1S A E405 1107 +84 85.00' LT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 2S A E405 1111 +62 61.00' LT I11 -MED CUTOFF - 400 HPS 12 50 SLIP SHOEBOX 3S A E4051113+99 89.00' LT III -MED CUTOFF - 400 HPS 12' 50 FIXED SHOEBOX LUMINAIRE SCHEDULE EXISTING SERVICE NO.882 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE- DISTRIBUTION - WATTAGE MAST ARM H7 BASE TYPE COMMENTS STATION OFFSET 33 C EXISTING 39.00' LT UNDERDECK -100 HPS N/A 16 FIXED SHOEBOX 34 C EXISTING D. FRANKUM UNDERDECK - 100 HPS N/A 16 FIXED SHOEBOX 14N C NB405 -NBCD 25 +13 34.00' RT 111 -MED CUTOFF -400 HPS 12' 50 BARRIER BARRIER MOUNTED,SHOEBOX 15N C NB405 -SB167 10 +62 24.00' RT 111 -MED CUTOFF -400 HPS 12' 50 BARRIER BARRIER MOUNTED,SHOEBOX 16N C NB405 -SB167 12 +97 27.00' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 17N C E405 1180 +44 96.00' RT III -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 18N C E4051183+09 125.00' RT 111 -MED CUTOFF - 400 HPS 12' 50 FIXED SHOEBOX 60 D EXISTING III -MED CUTOFF -310 HPS 10' 40 FIXED SHOEBOX 71 D EXISTING 111 -MED CUTOFF - 250 HPS 14' 40 FIXED SHOEBOX 72 D EXISTING III -MED CUTOFF -250 HPS 16' 40 FIXED SHOEBOX 6S A SB167 -SB405 17 +69 55.00' LT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 1 A EXISTING UNDERDECK - 100 HPS N/A 16 FIXED SHOEBOX 2 A EXISTING UNDERDECK - 100 HPS N/A 16 FIXED SHOEBOX 3 A EXISTING III -MED CUTOFF - 250 HPS 12' 40 SLIP SHOEBOX 4 A EXISTING III -MED CUTOFF - 250 HPS 16' 40 SLIP SHOEBOX 7S A SB167 -SB405 20 +22 37.00' LT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 8S A SB167 -SB405 22 +27 51.00' RT III -MED CUTOFF -400 HPS 12' 50 SLIP SHOEBOX 9S A SB167 -SB405 24 +55 39.00' LT 111 -MED CUTOFF - 400 HPS 12' 50 SLIP SHOEBOX 24 B EXISTING III -MED CUTOFF -310 HPS 6' 40 FIXED 8 A EXISTING 91.00' RT III -MED CUTOFF -400 HPS 10' 50 FIXED SHOEBOX 9 B EXISTING 83.00' RT III -MED CUTOFF -400 HPS 16' 50 FIXED SHOEBOX LUMINAIRE SCHEDULE EXISTING SERVICE NO.2022 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE - DISTRIBUTION- WATTAGE MAST ARM H1 BASE TYPE COMMENTS STATION OFFSET 101 -102 A EXISTING 39.00' LT III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 103 -104 A EXISTING D. FRANKUM III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 105 -106 A EXISTING 47.50' RT III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 107 -108 A EXISTING 59.00' LT III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 109 -110 B EXISTING III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 111 -112 B EXISTING 56.00' LT 111 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 113 -114 B EXISTING 111 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 115 -116 B EXISTING III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 117 -118 B EXISTING III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 119 -120 C EXISTING I11 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 121 -122 C EXISTING III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 123 -124 C EXISTING 111 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 125 -126 C EXISTING I11 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 127 -128 C EXISTING 111 -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 129 -130 C EXISTING III -MED CUTOFF -310 HPS 4' 50 FIXED SHOEBOX 19N E E4051198+54 91.00' RT III -MED CUTOFF - 400 HPS 12' 32 FIXED SHOEBOX 20N E E405 1201 +26 83.00' RT III -MED CUTOFF -400 HPS 12' 35 FIXED SHOEBOX 21 N E E405 1204 +01 78.00' RT III -MED CUTOFF -400 HPS 12' 42.5 FIXED SHOEBOX 22N E E405 1206 +87 75.00' RT III -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX 23N E E405 1209 +43 72.00' RT ill -MED CUTOFF -400 HPS 12' 50 FIXED SHOEBOX LUMINAIRE SCHEDULE EXISTING SERVICE NO.3302 LUMINAIRE NUMBER CIRCUIT LOCATION TYPE- DISTRIBUTION - WATTAGE MAST ARM H7 BASE TYPE COMMENTS STATION OFFSET 50 -51 A E181 18 +18 39.00' LT 111 -MED CUTOFF -400 HPS 12' 40 J. GELLINGS SIGNAL MOUNTED 52 A 1 D. FRANKUM III -MED CUTOFF -250 HPS 12' 40 K. OSWELL SIGNAL MOUNTED 53 A E181 16 +22 47.50' RT III -MED CUTOFF -250 HPS 12' 40 SLIP _ D. DYE 54 A E181 16 +87 59.00' LT III -MED CUTOFF -250 HPS 12' 40 SLIP 55 A III -MED CUTOFF -250 HPS 12' 40 SLIP 56 A E181 15 +37.50 56.00' LT III -MED CUTOFF -250 HPS 12' 40 SLIP C: XWorklProjectWiseIBTJV00021dms02269XBTJV0002 _NT IL 405- AB.dgn 2 :08 :03 PM 4 AS -BUILT 716110 JMS REGION STATE FED,AID PROJ.NO. 8/19/2010 NDC 120 - REPLACE EX. JUNCTION BOX 10/812009 JMGE 10 WAS d10 NDC 105 - LUMINAIRE RELOCATIONS 04/2712009 JMGE J. GELLINGS 1 NDC 86 - LIGHTING REVISIONS 10/31/08 JMGE JOB NUMBER D. FRANKUM IFC 5116108 JMG K. OSWELL NDC 28 - REVISIONS 51512008 KOO CONTRACT NO. 0-7295 LOCATION NO. L. HODGSON A ISSUED AT RISK 413/2008 KOO _ D. DYE REVISION DATE BY GENERAL NOTES: CONSTRUCTION NOTES D CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN 28.30.00 AND INSTALL O LIGHT STANDARD AND LUMINAIRE. USE SHOEBOX STYLE L A E. OREMOVE FOUNDATION, LIGHT STANDARD AND JUNCTION BOX. O3 REMOVE FOUNDATION AND LIGHT STANDARD. BACKFILL. �q INTERCEPT EXISTING CONDUIT AND EXTEND TO JUNCTION BOX. SPLICE CONDUCTORS TO EXISTING ILLUMINATION OR ITS CIRCUIT PER WIRING SCHEDULE. lkv�' kqml� O O O 70 71 21 22 23 O kiD�l 1. ALL CIRCUITS SHALL HAVE A GROUND CONDUCTOR. 28 2. NEW GROUND WIRE SIZE TO MATCH LARGEST WIRE SIZE WHEN REPLACING ANY CONDUCTORS IN A CONDUIT. \p,T T HEyy W A Sys 6? y CD -� cn A 43352 01- MFG I S T 01 ASS /ONAL ENG\ P.E. STAMP BOX INSTALL LIGHT r•,.r AND LUMINAIRE ON RETAINING WALL. SHOEBOX USE - PLANS - • r. • • • • •• l CITY OF RENTON ELECTRICAL SERVICE. PER CITY OF RENTON, SERVICE DOES NOT HAVE A SERVICE NUMBER. THIS SERVICE WILL BE LABELED " RENTON SERVICE #1" IN THE LUMINAIRE AND WIRING SCHEDULES. REMOVE EXISTING JUNCTION BOX. EXTEND CONDUIT TO NEW JUNCTION BOX. r . W.11 0 WIN Pj IWAI r M; 1:4:2 111111:0111 r ROUTE CONDUIT INTO EXISTING JUNCTION BOX. MAKE REQUIRED SPLICES PER WRING SCHEDULE. REMOVE EXISTING JUNCTION BOX. CONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE ON BRIDGE RAIL. USE SHOEBOX STYLE LUMINAIRE. SEE BRIDGE PLANS FOR FOUNDATION DETAILS. 4 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-28.30.00 AND INSTALL LIGHT STANDARD AND LUMINAIRE. USE COBRA HEAD • • r 0 CONSTRUCT • r• AND INSTALL LIGHT STANDARD , AND LUMINAIRE SEE SHEET PVD7 FOR r - IER FOUNDATION DETAILS. USE SHOEBOX INSTALL UNDERDECK r - B20 & . FOR DETAILS CABINET INSTALL A PAD MOUNTED TYPE E ELECTRICAL SERVICE CABINET PER WSDOT STANDARD PLAN J-3D AND THE BREAKER SCHEDULE ON SHEET ILD2. SEALTHE BEAD OF • ROUTE CONDUIT AND CONDUCTORS FROM EXISTING NEMA JUNCTION BOX TO SIGN, LIGHT FIXTURE. SEE SHEETS SN2, SN3, BMS02 AND BMS06. CONSTRUCT r. • N PER WSDOT STANDARD - LAN J-28.30.0 AND INSTALL A rA-r AND LUMINAIRE. USE SHOEBOX STYLE LUMINAIRE. LUMINAI TED IN ECOLOGY EMBANKMENT. FOUNDATION DEPTH SHALL BE MEASURED FROM THE BOTTOM ECOLOGY SEE SHEET DD5 FOR DETAILS. INSTALL LIGHT r,.r AND LUMINAIRE ON RETAINING WALL. USE • :! WAD 10A & WAD10B • DETAILS. JUNCTION ROUTE CONDUIT AND CONDUCTORS FROM EXISTING TRAFFIC BARRIER TO TYPE 4 JUNCTION BOX IN SHOULDER. SPLICE CONDUCTORS PER WIRING SCHEDULE. REPLACE EXISTING TYPE 1 BOX AND INSTALL A TYPE 4 HEAVY DUTY JUNCTION • PER WSDOT STANDARD PLAN J-1 1 B. CONSTRUCT SAWCUT, PAVEMENT PATCH, TRENCH, AND CDF BACKFILL PER SHOULDER TRENCH DETAIL ON SHEET ITD10. REMOVE EXISTING TYPE 1 JUNCTION BOX AND INSTALL A TYPE 4 HEAVY DUTY JUNCTION BOX PER WSDOT STANDARD PLAN J-11B. LOCATE THE TYPE 4 HEAVY DUTY JUNCTION BOX AT THE FACE OF THE NEAREST TYPE 2 PRE-CAST BARRIER. SWEEP EXISTING CONDUIT AND CONDUCTORS INTO NEW TYPE 4 HEAVY DUTY JUNCTION BOX. CONSTRUCT PAVEMENT TRENCH,AND CDF BACKFILL PER SHOULDER DETAIL ON r S M. S % R A Washington State of W A Syi O,y� r Department of Transportation 0 Corridor Pro,-awarn, ONAL EN ATE P.E. STAMP BOX 1-406 1-5 TO SRI 69 -qTAr.ms= oi wins=mimn DAVID EVANS Ii.FINGEI BERC;ER AN®ASSOCIATESmc. „ 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil inc. Phone: 425.519.6500 TRY- STATE CONSTRUCTION, INC. ILLUMINATION SCHEDULES AND NOTES e'e� 6nUadiW X1 Im SHEET 180 OF J LUMINAIRE SCHEDULE LUMINAIRE NUMBER CIRCUIT LOCATION N/A STATION OFFSET 25UD F OAKES 14 +61 41.00' LT 26UD F OAKES 14 +90 41.00' LT 27UD F OAKES 15 +20 41.00' LT ® 28UD F OAKES 15 +49 41.00' LT 29UD F OAKES 15 +79 41.00' LT 30UD F OAKES 14 +19 51.00' RT 31 UD F OAKES 14 +50 51.00' RT 32UD F OAKES 14 +81 51.00' RT 33UD F OAKES 15 +12 51.00' RT 34UD F OAKES 15 +43 51.00' RT 81 3 F EXISTING 10' 4 F EXISTING 8' 5 F OAKES 13 +91 41.00' LT 9 F OAKES 16 +39 43.00' LT 10 F 16 +14 32.00' RT SERVICE NO. RENTON SERVICE 43738 TYPE- DISTRIBUTION - WATTAGE MAST ARM H1 BASE TYPE IV- UNDERDECK - 200 HPS N/A 15 - IV- UNDERDECK -200 HPS N/A 15 - IV- UNDERDECK -200 HPS N/A 15 - IV- UNDERDECK -200 HPS N/A 15 - IV- UNDERDECK -200 HPS N/A 15 IV- UNDERDECK -200 HPS N/A 15 - IV- UNDERDECK -200 HPS N/A 15 - IV- UNDERDECK -200 HPS NIA 15 - IV UNDERDECK -200 HPS N/A 15 - IV UNDERDECK -200 HPS N/A 15 - III -MED CUTOFF - 250 HPS 10' 30 SLIP I11 -MED CUTOFF - 250 HPS 81 35 SLIP III -MED CUTOFF - 250 HPS 10' 35 SLIP III -MED CUTOFF - 250 HPS 8' 35 SLIP III -MED CUTOFF - 250 HPS 8' 35 SLIP COMMENTS FILE ' ► . 'T C:1WorkiProjectWi, 8:45:33 AM 8/20/2010 dlo J. GELLINGS R. ERPELDING K. OSWELL L.HODGSON D. DYE TJV00021dms022691BTJV0002 NT IL 405- AB.don AS -BUILT ISSUED FOR CONSTRUCTION ISSUED AT RISK REVISION FAI REGION STATE NO. 10 WAS JOB NUMBER 7/6/10 JMS 5/16/2008 KOO CONTRACT NO. C-7295 41312008 KOO DATE BY Q of W A Sys F Q ti� z CD c-'> 4- A 43352 G/ S T E..4�� eSS J ON A I- P.E. STAMP BOX AW 5 M. ST. rE Washington State �4 W A Syi �,5, r Department of Transportation 0 4 5 C o 1-5 TO T Sill STAGE I -WIDENING A , SAEET OF al D A4s An WIRING SCHEDULE SERVICE NO. 896 2401480V ® NO. CONDUIT SIZE CONDUCTORS CKT COMMENT EXISTING NEW 1 EX 11/2' 248 - E - 2 EX 1" 248 - E - 3 EX 1" 248 - F - 4 EX 1'/2" 248 - D ITS 2-#8 - E - 5 EX 21/2' - 242 D REPLACE EXISTING CONDUCTORS /ITS - - 2-#8 B 2-#6 - F - 6 2" - 242 D ITS - 2-#6 F - 4 7 UEXl 2-#8 - E SIGN LIGHT 246 Axi - F - - 242 D ITS 8 2,/2, 1648 - - INFORMATION PROVIDED IN AS- BUILT'S - 242 D ITS 9 EX 1" 2-#8 - F - 10 2 „ - 248 F - 11 2” - 244 D ITS - 2-#6 F - 12 EX 1„ 248 - D ITS 2-#8 - E - 13 EX 11/2" 246 - A - 2-#6 B 14 EX 11/2" 2-#6 - A - 15 11/2' - 248 A SURFACE MOUNTED 16 EX 1'/2" 248 - A - 17 EX 2" 248 - A - 18 EX 1" 248 - A - 19 11/2' - 244 D ITS - 2-#8 F - 20 1'/2' - 248 F - 21 2 to - - - SPARE 22 2 to - 244 D ITS 23 EX 11/2 A 246 B 2-#8 D ITS 2-#8 ■E3�EE ■t E A4 WIRING SCHEDULE RENTON SERVICE #1 1201240V ® CONDUIT SIZE CONDUCTORS CKT • -EXISTING AT NEW DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 248 A - 52 EX 11/2' 248 - A - 151 2" 24#8 342 A RISER TO PSE POLE 54 2 " B 248 152 2" - 348 A - - 2-#8 B SPARE 153 1'/2' - 248 A - - 248 B - - 4-#4 G ITS 66 167 11/2' - "= G D - 2-#8 C - _ 2" - 244 C 68 2" - ca G ITS 69 2" - - - SPARE . tai - 244 G ITS 71 211 - 346 - POWER TO VMS. SEE WIRE NOTE 50 IN ITS PLANS 2-#8 C A4 WIRING SCHEDULE RENTON SERVICE #1 1201240V ® CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 248 A - 52 EX 11/2' 248 - A - 151 2" 24#8 342 A RISER TO PSE POLE 54 2 " B 248 152 2" - 348 A - - 2-#8 B SPARE 153 1'/2' - 248 A - - 248 B - - 4-#4 G ITS 66 167 11/2' - 2-" C:1WorklProjectWh 2:08:14 PM 8/1912010 dlo J. GELLINGS R. ERPELDING K. OSWELL L.HODGSON D. DYE XBTJV00021dms02269XBTJV0002NT _IL 405- AB.dgn AS -BUILT NDC 105 -LIGHTING REVISIONS NDC 86 - LIGHTING REVISIONS NDC 55 - CONDUIT SIZE REVISIONS ISSUED FOR CONSTRUCTION REVISION WIRING SCHEDULE SERVICE NO. 4047 2401480V A FILE NAME TIME CKT DATE NO. PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:1WorklProjectWh 2:08:14 PM 8/1912010 dlo J. GELLINGS R. ERPELDING K. OSWELL L.HODGSON D. DYE XBTJV00021dms02269XBTJV0002NT _IL 405- AB.dgn AS -BUILT NDC 105 -LIGHTING REVISIONS NDC 86 - LIGHTING REVISIONS NDC 55 - CONDUIT SIZE REVISIONS ISSUED FOR CONSTRUCTION REVISION WIRING SCHEDULE SERVICE NO. 4047 2401480V A CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 50 11/2' 248 248 A - 51 11/2' 248 248 A - 52 EX 11/2' 248 - A - 53 EX 2 " 24#8 2-#6 A - 54 2 " B 248 A - - 246 A 2" - 2-#8 WIRING SCHEDULE SERVICE NO. 1236 2401480V A CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 60 EX 11/" 248 - A - 61 EX 2" 248 - A ITS 62 EX 1'/2' 246 - A - 63 EX 1'/2' - 2-#6 A 242 - 2-#8 B 2" 64 2" - 246 A 2" - 2-#8 B SPARE 65 EX 3" - 246 A - - 248 B - - 4-#4 G ITS 66 167 11/2' - 2-" G ITS - 2-#8 C - _ 2" - 244 C 68 2" - 244 G ITS 69 2" - - - SPARE 70 EX 1'/2" - 244 G ITS 71 211 - 346 - POWER TO VMS. SEE WIRE NOTE 50 IN ITS PLANS 2-#8 C 72 11/2' - 248 C WIRING SCHEDULE SAU 5287 2401480V 0 CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 170 2" - 246 A - 171 2" - 242 E ITS 173 2" - 246 A - - 248 B - - 242 E ITS 1741 2" - 248 C - 175 2" - - - SPARE 176 21/2'1 - 246 A - - 248 B - j® - E� ■EE��E� - - 242 E ITS 177 2" - 2-#6 A - _ 248 B - WIRING SCHEDULE SERVICE NO.4269 240/480V 0 CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 110 EX 2" 2-#4 � Illlffii_� B ITS 111 EX 2" - - - SPARE BY EX 11/2' 246 - A - 2-#8 - B - 123 EX 1'/2' •� MEIIIIIIII : - 2-#6 - WIRING SCHEDULE CITY OF RENTON SERVICE #43738 1201240V 0 CONDUIT SIZE CONDUCTORS CKT • NO. . NEW • � ®,E - � Illlffii_� A - 141 EX 1 248 - A - BY EX 11/2' 246 - A - 2-#8 - B - 123 EX 1'/2' •� MEIIIIIIII : - 2-#6 - � - �� ■EEC EX 11/2' � - A - 246 - B - 2-#8 - C - REPLACE EXISTING CONDUCTORS EX 1'/2" j® - E� ■EE��E� - 2-#2 - E - - 248 - D - 2-#2 - E - WIRING SCHEDULE SERVICE NO. SUA 3302 240/480V 0 CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 140 11/2' - 248 A - 141 EX 1 248 - A - BY EX 11/2' 246 - A - LOCATION NO. �QT T H WC A S, ll Q �Q ?Yi' co -� 43352 +: S T E.R�� FSS/ N A L ENG\ DATE P.E. STAMP BOX D\ WIRING SCHEDULE SERVICE NO. 882 2401480V - REGION NO. STATE CKT COMMENT 10 WAS 716110 JM S 04/27/09 JMG JOB NUMBER 10/31/08 JMG 6/612008 JMG4 CONTRACT NO 0-7295 5/16/2008 KOO DATE BY LOCATION NO. �QT T H WC A S, ll Q �Q ?Yi' co -� 43352 +: S T E.R�� FSS/ N A L ENG\ DATE P.E. STAMP BOX D\ WIRING SCHEDULE SERVICE NO. 882 2401480V - CONDUIT CONDUCTORS CKT COMMENT NO. EXISTING NEW EEEE��F����� EX 1'/2' �E�0 - A - 1211 EX 11/2' 246 - - 122 EX 11/2' 246 - A - 2-#8 - B - 123 EX 1'/2' REPLACE - A - 2-#6 - B - EX 11/2' 2-#6 - A - 246 - B - 2-#8 - C - REPLACE EXISTING CONDUCTORS EX 1'/2" 2-#8 - D - 2-#2 - E - - 248 - D - 2-#2 - E - • E���EE����� • �-.� � r► � � 4 � REMOVE CONDUCTORS . r� �► I► � � r. III i 1r► dlr► �.. �\ "/.► .�� /1� . r� ,�11► sr► i \. � �� �. ..1-� /r.. ..AIM. ./4. �`. �. fir. /r4 ./\ II.� • ��lEEE���� � �I�E � �-, � �► � � .� � �► �► •�► � � � �► � ��I�f:���w w ter' rr .r► �. � � � w � �► •� � � .�•� 0 • .,• REPLACE EXISTING CONDUCTORS �� REMOVE EXISTING CONDUCTORS " � �El�EEE ■E3�EE ■t • _1����� II�,E-� REPLACE CONDUCTORS WIRING SCHEDULE SERVICE .2022 2401 0 CONDUIT SIZE CONDUCTORS CKT COMMENT NO. EXISTING NEW 120 EX 1'/2' 248 - A - 1211 EX 11/2' 246 - A - 122 EX 11/2' 246 - A - 2-#8 - B - 123 EX 1'/2' 246 - A - 2-#6 - B - 124 EX 11/2' 2-#6 - A - 246 - B - 2-#8 - C - 125 EX 1'/2" 2-#8 - D - 2-#2 - E - 127 EX 2" - - 2-# 8 - - 128 2" - 2-#8 JE - 129 EX .1'' /2 - 2-#8 - 248 - F ITS 130 EX 2" 246 - A - 246 - B - 246 - C - 2-#8 - D - 242 - E I -. 2-#8 - F ITS 131 EX 2" 2-#6 - A - 2-#6 - B - 246 - C - 248 - D - 2-#2 - E - F,S Mo S To OF W A Sys 1 01 jq6w,, I � a 1, at il;� IF f U DA P.E. STAMP BOX DAVID EVANS ILFiNGER BERGER AN®ASSOCIATESima. ,+ 415 - 118th Avenue SE Civil Inc. Bellevue 425 519 6500 005-3518 TRI- STATE CONSTRUCTION, INC 1 w OR C ' 8 �1 � 1 . T. 23 N., R. 4 E., W.M. 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES4 t} t \ .t f . v. / .,•.. »." .m.. ,,,,. ..... ...x t ., ,,. ,� �'w.,. � F �m""'o'., .. w +�+.A�yH ,y,�r_nx. "�,...,... � /.... „� — S ., ; A?}' � �R "k} £ f f x, •max., �- `,,.,,,,,.,,„M " i f f , f� kj „. „. W_. ,y -� ,,,,n. „' ",s%.' `�".�;`""" µ. ` ..m .,. m. w., „ t „ ,w- w �^'."�'�” •�. �;,,, -�, w� w ,. " w" � �,, s # i � �.,\� .. � " b w �.��" .� 1 �,� _ � .� � ww _.x m" � ._., �„ .,.,. �._ •w. w „� w w w� wt �.'``� .a.~ �` �'" I ' ".� �k ;� • » 43' .,.d „ — „ ..✓„ . � "�, .x— .•. w ,�H — , . ..X.. ,7— r— , c T— i � —w, .. — „ .., „ .. „ w .;_( .. . »..,.».,. x„ »,......� /...,..v..w .. . _.,.._ .. _ ..f ...® ® _. .. . x. , .• gy m w_ w., x �~/. xy ._x .. ... x,x x. x, _ ..x..x .m _.. " : h..µ �” �x✓. x . ” . kl xxJ x• .� " „l � • _- x . - . . sk :� .m :� , ,. �. x » ~► _ µ .x . _.. � ,�. ;� =,”- n } ! �/�✓,w.„ " /.� ». / . xw ,A .xx�x _,. ,/ ,, » / � ' ��" ; .m'' /-. _ � » m ' ' �"" .x ".». r x.f.' .... ".,xO`..M x'. . ^ x :m w µ x xR F • " M ' .� x RROjEC �/ • t -, N.n . x {" ' � .c� ✓ . ,; " s } E; {.j- int � , t. � 'T + x m.q, ..; xx » . ¢ ✓ n k . it x i pi " q ce ". '. �"" t "✓ - "'" ' D ' x- » x » . .�- x i 4j _ / / " � ,%. 9 ' � x x -x_ _ r �./ . � _ „ .r �.xw.. . m,/- ' .r �” , , _ ., �` '' x� ,� . ' , � .� ,_ �" / . .,., r -/ . ✓ _ , �" ._ ✓^ � ..,.. ,. ' - ' . . J f » � _/ »_ ' . ` / . . M" 01-S" 1 405 076� 232 , x .•" . .�v . - .'.,`,� ». �. . ,v". . . ... ..r , ..- ._ . - f ..�- .w' .,.. » m» /, .✓ ,_. /.. ..� . , , ' x „�� , . - ", � 'f _ ✓ /` � / , ._x . „_w // rN �_ �r "_' � ` _ � "_"" " �_ _ _y� `� - :_ . � ,r,_ /A � - .' ' ✓ w ,.✓/ .\ » r I Nr ,_ w F�Nv N » x _ ' "✓ ± St , N. T . . E»...,»..,,� .1N , 1 SS 1-40,5 .w.._ ,. »"Lm~•"'.� !^ w» - w. ».! w. . . .D M._x r wx� ",f ._. " — . » y �".. .x"''" w"" � � � '•'. ��w 1 w .� w . . +x",.F ., ,.. ..m._�»,x . J .�x .�, . [ � j ".� .• » .w .. t . . .,.2 ... .� ,,. _u. w .m „....,„_ / „„x . „ ,�,.,..w »w,». » •..x, � ,.. , x, i k i xt •F �. £ � 1 .."T,.2 -RAMp TER F r SOVTO 107 !-T-405 y 05 TO g -5 � . ..... - �OF Sg IA05 »” , , xx - �,. x x ......... �,,, _ ..... ..... c ., ww... .� ...l� . w.� ... %�,.« A 2 " A, ILLUMINATION LEGEND 175 EXISTING NEW / 000, . RIGHT OF WAY p � JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 TYPE 5 IF IN PAVED AREA L -11 JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA] 0 JUNCTION BOX NEMA • 0/ 1 Al 7 LIGHT STANDARD DOUBLE METAL \1LIGHT STANDARD SINGLE METAL � ' ' UNDER DECK LUMINAIRE £ CONDUIT ® SERVICE CABINET Ao WIRE NOTE T 1740 Z�lell " a° e CONSTRUCTION NOTE ;} f,.� q.. LTJ I—T]TRANSFORMER CABINET {SEE ITS PLANS] '1 `,' ' / / �' �' s ' N / ` / r � } /• / � /` 't:d'`� / / /�' / / / d''` ,� f . °' "�'.. t ,. $ , .n�,..✓ �°" '� .,...... ».,.,.x,u�'.w. .x,", . ... .x x x. ". - xm�a FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:1Work1ProjectV 2:20:56 PM 8/19/2010 d10 J. GELLINGS D. FRANKUM K. OSWELL L.HODGSON D. DYE TJV00021dms022691BTJV0002 PS IL 405- AB.dgn AS -BUILT ISSUED FOR CONSTRUCTION REVISION REGION I STATE NO. 10 IWAS Frei n 716110 JMS CONTRACT NO. 05/1612008 KOO C_7296 DATE BY LOCATION NO. \p,T THEE, Q� OF W A Sys 4' Q �`T i �-- z o o A 43352 2 �FGI ST01 FSS� oN A L P.E. STAMP BOX DATE s�a / IN ER TAT �� Washington State of W A Sy 0/ � Department of Transportation Corridor 0 ` I 1 i ', 100 SCALE 1 il r • SHEET 1 OF 3 SHEETS Fam To 23 N., R. 4 E., W.M. eNv .. ..... ... - - - - - - - - - - - - ----- -- -,"^n el�eyN EXISTING SUA 896 TYPE E 2401480V GENERAL NOTES: w w 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 3; vq 14 \6AD 1N 2 13 7 vi 19 _40- 21 0 60 1;0 SCALE IiV FEET 1� 7 OA W Vt 1013 00-0 vv ILLUMINATION LEGEND oc( w ..... EXISTING NEW - - - - - - - - - RIGHT OF WAY k "I-, yL,j JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA y LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL ut 71 UNDER DECK LUMINAIRE L i kk SERVICE CABINET CONDUIT Aip WIRE NOTE YS, _5 CONSTRUCTION NOTE On f% A LE T Fl TRA NSFOR BIN Tm 4� 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 3; vq 14 \6AD 1N 2 13 7 vi 19 _40- 21 0 60 1;0 SCALE IiV FEET 1� 7 OA W Vt 1013 00-0 vv ILLUMINATION LEGEND oc( w ..... EXISTING NEW - - - - - - - - - RIGHT OF WAY k "I-, yL,j JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA y LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL ut 71 UNDER DECK LUMINAIRE L i kk SERVICE CABINET CONDUIT Aip WIRE NOTE YS, _5 CONSTRUCTION NOTE On f% A LE T Fl TRA NSFOR BIN Tm (0 0 co j 14 rQ) Q 13 13 Z w ��a ��� w w _— „,--��- �w. "ww „_ 14 4.%L, 109—. 4N 110 20 101 x Y, "d I "k- Y, -V 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND V\nRE NOTES ■ 23 k'\ kl; 1 Et f f3 J/ ED -lul LMLACRAwi 0 50 100 SCALE IN FEET 10 42 - - --- - ----- ILLUMINATION LEGEND l,d pky IN' � EXISTING NEW Y 0 50 100 SCALE IN FEET 10 42 ILLUMINATION LEGEND l,d pky EXISTING NEW Y 1/ A� RIGHT OF WAY 44`1� N(b 7- -1 JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA IV 0 Ile -All (00 JUNCT ION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA -y 'Al L -lj JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA w. Y p, r % LIGHT STANDARD DOUBLE METAL . .. . . .... .... LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET CONDUIT As WIRE NOTE CONSTRUCTION NOTE LTA FT] TRANSFORM BIN%Tml§EAaTsA&AMk m Am tI ��,� 4�t, To 23 No, Rm 4 Em, WmMm ILLUMINATION LEGEND RIG EXISTING NEW MATCH LINE z i, � f/, ZO-0, HT OF WAY SEE SHEET ILI 3 JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) 0 50 100 13 JUNCTION RnY TYPE 2 I"rVPI= A IF IN PAVED APFAI SCALE IN FEET 52 c`, PA JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) N, 0-- G. 6h, 53 \ 11 - "I - _� / - - 1-11 JUNCTION BOX NEMA EXISTING SUA 880 7� - -4 TYPE E 2401480V �11\ 0 LIGHT STANDARD DOUBLE METAL IN LIGHT STANDARD SINGLE METAL 1 30 4 1000 UNDER DECK LUMINAIRE 62 If SERVICE CABINET I J Em 0 v�r x s, CONDUIT 52 " A As A- A IKI no WIRE NOTE R - - ------ CONSTRUCTION NOTE ky T 0 TRANSFORMER CABINET (SEE ITS PLANS) L J 20 0 15 Ilk 31 18 32 lik Q 34 0 FZ� T, ae, 1�xk 12 A c 0 Co 17 12 16 ♦ L �Y" Vx - \ 51 54 5 50 2 . .... .... v\ 212imcw Q. .... .. 1. D . ...... We W W ...... W Vw- <_7 lk . . . ...... 34 1/0 Sri T3F- w .............. G G t2? ........ ..... G 0 G 60 61 "lK 13 #, G PNI *% G 10* • , 1, �0 .1 11 13� 62 SW GRADY VyAY 51 G 14 24 63 1--ft a 2 20 V 7L G....... + + \1v 28 --2a u ........... ........ .................. . . ...................... ............. ........................ ........ . . 3S --------- -- L! VIM j 5- Im --209- ILI 2S W 0 \y _<1 Luuj UJ . ........... - - - - -- - -------- ...... - - - --------- ... ......... ----- - . ......... ........... .......... -2 tl, 0 -- — - — -- — -- — -- — -- — - 1-405 .... ...... — -- — -- — -- — -- Z Lu ............... ..... . ..... F- z WE 0 . ..... .... ......... . .......... . 4 -- 209 -206 -.3 2M #Q 9 NV . ........ 7 S R181-NB40 Ll ----------- lf!i 1-11" r 36 X ........... . .......... 7 -7 L LI I --,<- SIP N\.11 7, 5z 8 8N It 0 0 12 (1 RVI 14o 39 T\ 12 1�10 4;r 2 4F no rip op .we 37 37 41'1 35 W, ,X Z 4 39 f ------------ ---- 2 v 4� A� 42 39 1A 13 MATCH LINE SR181-NB406 13+41 SEE SHEET ILI 3 44 44 ........... Ilk ,A All Q O ■ CNI J UJ UJ W 3: 3 U) .j w uj FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. ILLUMINATION LEGEND EXISTING z El JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA �x sf § RIGHT OF WAY JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) 0- - r" ---A 'L J A* O L J FTI C:lWorkXProjectV 2:21:14 PM 811912010 dio J. GELLINGS D. FRANKUM K. OSWELL -L. HODGSON D. DYE LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) JV00021dms022691BTJV0002 PS IL 406-AB.dan AS-BUILT NDC 105 - LUMINAIRE RELOCATIONS ISSUED FOR CONSTRUCTION REVISION T. 23 N., R. 4 Em, W.M. - W- VV . ... . ..... — — -mo -------- Cyo 0 'e 0.S' 1-0 Qf olrR ---------- 0 --------------------------- .. ... ... .. ------ --------------------- r J C-) x1l", -x X Z I ; Z 0 Lu low JIM JUL I O.{ IUL io 1 REGION STATE FEDAD PROJ.NO. NO. 10 WAS JOB NUMBER 716/10 ims 04127/2009 JMGE CONTRACT NO. LOCATION NO. 05116/2008 KOO C-7295 DATE . RBY 0 THl' WA Sy, 15' 43352 1 s 70, ONAL P.E. STAMP BOX 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 0 50 100 SCALE IN, FEET r. An ILLUMINATION LEGEND EXISTING NEW RIGHT OF WAY JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET — -- — -- UuNuul I As WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS L -j CT NSFORM PLANS) -- .--- 11 11 vv W 67 20 011, 2 t� o ,� 4 O O FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:lWorkXPrqjectWi 9:15:19 AM 812012010 c1lo J. GELLINGS D. FRANKUM K. OSWELL L. HODGSON D. DYE f'—%r-Klr-E)Al lkl^-rE7�. 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 'JV00021dms022691BTJV0002 PS IL 406-AB.dan AS-BUILT NDC 106 -LIGHTING REVISION ISSUED FOR CONSTRUCTION REVISION To 23 No, R. 4 E., W.M. (K RIGHT OF WAY JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET — -- — -- UuNuul I As WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS L -j CT NSFORM PLANS) -- .--- 11 11 vv W 67 20 011, 2 t� o ,� 4 O O FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:lWorkXPrqjectWi 9:15:19 AM 812012010 c1lo J. GELLINGS D. FRANKUM K. OSWELL L. HODGSON D. DYE f'—%r-Klr-E)Al lkl^-rE7�. 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 'JV00021dms022691BTJV0002 PS IL 406-AB.dan AS-BUILT NDC 106 -LIGHTING REVISION ISSUED FOR CONSTRUCTION REVISION To 23 No, R. 4 E., W.M. SEE DETAIL A ro 0 Axi,...,w.. ,�s„r, is'Y1 yty'`rt y's %� .M „. M14 .i acv .," —T 7- G -4 G - --- --- '<22 G w G 3 G 0 2 -60' 20 G REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER 716/10 ims 04/27/2009 MGEJ: CONTRACT NO. LOCATION NO. 06/1612008 KOO C-7295 DATE BY I Q� o W A 43352 G/ S T ER�� 6\ FSS/ ONAL EN DATE P.E. STAMP BOX TO CITY SERVICE #43738 Afft � ? Washington State INTERS Department of Transportation 14, 0 0 Corridor rrogram 4 5 c '1 0 60 100 SCALE, IN FEET I�Jll 188 • 392 ffi w NININ G w w 175 0 w w vi <1 0> SEE DETAIL A ro 0 Axi,...,w.. ,�s„r, is'Y1 yty'`rt y's %� .M „. M14 .i acv .," —T 7- G -4 G - --- --- '<22 G w G 3 G 0 2 -60' 20 G REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER 716/10 ims 04/27/2009 MGEJ: CONTRACT NO. LOCATION NO. 06/1612008 KOO C-7295 DATE BY I Q� o W A 43352 G/ S T ER�� 6\ FSS/ ONAL EN DATE P.E. STAMP BOX TO CITY SERVICE #43738 Afft � ? Washington State INTERS Department of Transportation 14, 0 0 Corridor rrogram 4 5 c '1 0 60 100 SCALE, IN FEET I�Jll 188 • 392 Tm ■ Rm EM) WMMM M11111111 co !J1. J 170 if 177 ri g 1 2 ..�.w...�. —.�. _ � 173 ` "^' .m�..."m - ...,..,.,,.,v..,a 20 „" „'*'„„„�,.., 'i �.. y` `•' ..,,,uv.'°.` ""`^'^.'^` mii a,.. ,, wv, v:ao yo,.. ym,,.,,, n »:..a ................- »..,..... .- „..- .,......., i f i 'i F { Lb > i •ttzo.. . a ... _ N 20 -,.. ... ...w —..._ .... .. _..., _...w_.._........_..__......,.. . .............. ,...... Q __ — — — — — — — — -- — —X_._ X__ _ 7C— —X— —X— —X— —X— € ---X— —X— —X —X- t-- — — — -- — — — — — — -- — . --- — — — — — — — --- — — — — — — — — — — — —21 M co _ .. — — — r- _........... �..._..._ ........ ..._.., we.._... w. �._ ........,.._._..._,_.�......... �........ �...._,_. �.... �.. �. �.._ �,_ a_ a...... a.. ��._._ ..a�aaa�_....�,.�...�....�.._.. ��,.�..- ...�.. �.. M, �-.. �. �._........_,.,, .._._.- ,�...�,...�aa�.a.�.�.W.. 239 _.,_..._.aa..�.....,,� .....w.._ _ —� - .- - - .. — .. _ .. _..,..... _ _.._.... -- .... _ . _......_ _ _. -- UJ LU��� — as . —� - ” -- — • . . . ............. . ...... Ai- 4M- W....._ ... _ _ _a,� _�._,... ——-——-——-——-——--——- — — .._ — .... _, ._. ... _...... _.. ...,.......— ..,,,.x..,. . . .......�.•.�.,�..n.,. ...a_�., ,._,„_ ,�..,,,,. a�r_ , .-M. -——-— — . . ........ — m _ — M _ - _ _ ,. —-—— _ - _ — - -- —_ ——-_ — — - _ —— - �. Y Y Y -fl Y Y _!•_ _ - i YY� • 1. fly. • f �. Y f - ! � f • f Y • �— • Y - - ' �auo.... ao>.:., mau„. w+ .�.,.vnmw.wr,°*'.�c'uawwrow.vamn nw... 'weum•,,..w...�uv+....vw.asaw. •...,...... ,........ . �„, ��aw+.. w. w.» ae. ww........ ............. w.. �...,........,.,..,,.+•+.....,... w.,,,. w..... w,. w...,. w...«...,.,,.,.....,... �,,..,,. ..,..,.........w.........,.,... 171 175 wan...�.a� 7 2 171 2 2 widi &W R66 m...._..__ .. if w _ .. � 4 } i 07 a� ell C- if: f, if I t € t I j wsla ILLUMINATION LEGEND`£~ if —'I fl EXISTING NEW RIGHT OF WAY _.... ..........a_ __ .. . 0 Fx�l ,, ® JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) gE 4 I ..n.{ ���, ® JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) £ L JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) H ® JUNCTION BOX NEMA ..— '_.'.. x. if iT -1 / LJ � —T h X ti FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. x�xt —3x EM As FT C:1WorklProjectV 2:21:23 PM 8/19/2010 dlo J. GELLING D. FRANKUM K. OSWELL L.HODGSON D. DYE LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET CONDUIT CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) lBTJV00021dms022691BTJV0002 PS IL 405- AB.dgn REGION STATE FED,AID PROJ.NO. NO. 10 WAS14 RI•7 = lo;I11' =3;7 AS -BUILT 716110 JMS CONTRACT NO. LOCATION NO. ISSUED FOR CONSTRUCTION 05/1612008 KOO C -7295 REVISION DATE BY � �aT aH�� Q OF Syi c F z CD =r te -� 43352 t S-r FSS/ ON A L ECG\ P.E. STAMP BOX DATE i, 0 £ t Q (j I if `4 Mow t �€ i = pp £ , n £ ? € _ 2 i�j ld swrom 411111 oil • 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES Allift S M° ST. J I AT MAP Washington State o f W A s,91 O�7i Department of Transportation z Corridor I iPII�T��C� 0 50 100 SCALE IN FEET OF 7m oI J w LU( Ul ILI x Z to amm .j ILI W x U) IT I 2:21:26 PM Lj REGION STATE As I CD L -J r —_- I I T I FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. RIGHT OF WAY JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) I JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) I JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET • xwl WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) C:XWorkIProjectW!seXBTJV0002Xdms022691BTJV0002 PS IL 406-AB.dgn 2:21:26 PM K REGION STATE 8/1912010 I I I NO. 1 co 0 1 WASI d10 C\ C\ ;(y J. GELLINGS JOB NUMBER D. FRANKLIM /i\AS -BUILT 716/10 ims] K. OSWELL INDC 86 - LIGHTING REVISIONS 10131108 JMGE CONTRACT NO. C-7295 L. HODGSON ISSUED FOR CONSTRUCTION 05/1612008 KOO D. DYE REVISION DATE BY To 23 No, R. 5 E., W.M. LOCATION NO. 0 TH Q of W A Sys 451, Fl A o 0 Ile 43352 t' G1 S ASS/ A L P.E. STAMP BOX .0 x X1 f wW ------- DATE WA ST, SAV/ co (,7) w VV W w w s d�n i G/-" i y O� "0 it i GQ) A K w —J 0 Cc co L C\ C\ ;(y X, ;4 ix ca J Z'- co x1i /7 0 w wr w w OP z -j M A A I LOCATION NO. 0 TH Q of W A Sys 451, Fl A o 0 Ile 43352 t' G1 S ASS/ A L P.E. STAMP BOX .0 x X1 f wW ------- DATE WA ST, SAV/ co (,7) w VV W w w s d�n i G/-" i y O� "0 it i GQ) A w —J io L C\ C\ ;(y X, ;4 LOCATION NO. 0 TH Q of W A Sys 451, Fl A o 0 Ile 43352 t' G1 S ASS/ A L P.E. STAMP BOX .0 x X1 f wW ------- DATE WA ST, SAV/ co (,7) w VV W w w s d�n i G/-" i y O� "0 it i GQ) A E 1c:Q11.4 T 0 60 100 SCALE IV FEET if Ifi DAVID EVANS ILFINGER BERGER ANDASSOCIATES me. 415 - 118th Avenue SE Bellevue W'38hln -3518 �ton 98005 Civil Inc. Phone.425 . 9.6500 @10= N T RI -STATE CONSTRUCTION, INC w —J io L C\ C\ ;(y E 1c:Q11.4 T 0 60 100 SCALE IV FEET if Ifi DAVID EVANS ILFINGER BERGER ANDASSOCIATES me. 415 - 118th Avenue SE Bellevue W'38hln -3518 �ton 98005 Civil Inc. Phone.425 . 9.6500 @10= N T RI -STATE CONSTRUCTION, INC I . ILLUMINATION LEGEND :�, 1, • 23 No R, 5 Eoq WoMm -': 4 i � I � f . d i $ ii I --- --- � �' . i . I I L,--.—,---. � I I ,"A"', / 91 1 1 1 V—<' I . " — �' I . —.—,--.i 1, � I I ; " s' f . ! i, 1j"., - I i I -I—.—,—.- ;% � I . j � i 11 , � i i . I , I EXISTING, � 1, f � i f � ! i il � 1-'. I I I I 1 iii, 80 k I it I :-.i-� !1 1 1 i ? I I i 1 !'- -- �, j I i 1 .- is ? � s I : i . L.- i i . I I I i - -" i I � I I � i . i � IMM i "i, ' 1�11� I 1, ' I 1§ i ,If I ! i: � I I ' I I I . t i i I i I i I f j � i � It ' �11) RIGHT OF WAY EXISTING SUA 882 I ji I � i I i I I I I + I , I . ; 3 11 I 1! I .' I V � � I I ' / s "�k ")-!,! i I ' I ! ; 1� i i I I 1 I i k,--,--..-,. I , ! ------ ? il TYPE E 2401480V ! ' 82 1--'11 - .$.-- I I 0 . 1� P / I i I 11001111011 I --- ' I � ( I i f I -"-'z-'----'--- P \ I I -= 14 . I ; '-"-"---1--"------.-.---. , . j , I I I , j I f, -� f ,,-,,,I ;,q ,-,-..-..-..-.-. ., I I i 11. i N N mml I I J'�' I ; ---- --..J" '-" 11 ; i j / �' \ ! ;I . -- - , ; ; ! ! ;1 I -) 1 op I .!I j - - I -- - I i � I - 'i" I c,r,--.- 'i 17 :-�-� I 11 I / I , I it 0-14i 0 JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) t I /. � lju " I 2' 11 /,\ i 0 "" 1117 14 1 -- -1 19 t- ; --!I /,--- - 1-11 . I F--*--,-"-i-"-,-----.-�-.-,—,- f "I" 11 It �1 I "t"ll-'In C.A ff ; f; I 11 i - - -\I � 0 50 100 --, -.w- �!' I 'j .�i -,-,. j Y I " --.----,--I I ) i � 9 ---" i --- 11 011; 7- 1 . ..... - - - - -'.- � ,I i . 11 . --I, .'-- - ,:^ -; % . � I � I --,,,,,. j , : � s�' h, i I I ' ----. , �'/" I I ) � - i ; . �"' -- I �--- - 1! .`�(- .' , , 1, I - I I 1 - ,.--.- , rr - - ---,-- -1 - s j ? �, I k k I � i - E) --- I I , ; , � , , "*-,-! -,.,, S' -I I I I . I ' -.- -I--- - -f ' CIII 11 I I f f § N JUNCTION BOX TYPE 2 (TYPE 6 IF IN PAVED AREA) i -1 �' , � I-, -- � � 11 c --7r"Ot�-1--al+- � �" q:�-- --"-'� ' � I SCALE IN FEET - -,- � i, -�/ ' - ' - t , � - i 1 4 1 11 I 1, -, f "N / I -"�- � ; -I"--- - A - 11 � ", -'h �� w / I , i I . I 1 '3 1 ' I' M r .--- 4 , % � ---'�� - " I -r -/ i I I f I ; 11 It - . Y ! t . F :1� I I -- I I..", -1�11- , , 1 if - * . r -1 I V I \ --.--.-- V) - --- . " 4% � - - r, , - : I i�� /'� 11 " -"' I I 1, 4 �' % I . - .'\ --- - -- 1 -'��-��.�---' I I �i' 1 88 �-,'" / � j I p", '*' : I '. �"' e 1. - � -1- t /: i i, / . I . ,''>'. < � 1 1 ---' ! i i j i . -, I - , I 1, \ JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED KI, " 11 .----, G I i ; I I L -11, 11 - --'-�� -w I �; i I � AREA) k' I I I I I � !, I 1 I ./I \ ; 1-1� I I 1 � r\ i'� y i ,if j I: I ,,, 1, , f tr ----- � , 11 I " N T , � I I : I I \ / ' N 'I-,' "-1, I - 1+.,..x , I I � '� " . s I I I � I '� - 1, - --' � I 1 1 j i � i "t,", '�;,-/y' ; if i I r'l , -Ijc- W- G : I -, I �" -, - - . . . x ! """ -I- 11, 1� 11 ! -1 .' - - d , , - -- :� " V --, "' --' , - / i : , I I i � '-�--- " ,- Pod ) I 11-1. � t -" ----� It- � , • i I i I - - --1 -'�. - , i "iqj 0 "� -- ,-, -,--"-- , -1 " 1 1 rl� .' bey -V , I -,--, G . - -, \'. I q k 'I/ , � I / I I I JUNCTION --et�' A .) � 1w ---.-I- k,IV ! i � �/ ""�� '\� -'� � 1� I 11 � 4, I �'*"I-\'�"/-- A ! - i 'f f (4 H H ,- -��-4':�` - G ---- - , -01--' ; I f � 1 " " \ j j4 J 1-1 crj4'--' ".' -;-'-� ' „� -- - /. \ ', i , i'� I I ' ji I -��-jj�--- '5 G -�-eO------ .-- -- ---':.��--� Pk ""�' i I I .111 � . I 4 , /I 1-1, .” I / I I I � / '-1 / ; 111`\ I 1, 11 I I t f it " ") ;1 ----, ), �- —'*',i�----T P i -- C3 0 - '\ ' Z) --' C�w- , ' �' - - 11 ' I I �'�" t if -0;���Iz) . .-, ,,, 11 I i , I I 11 11, I f I : I ! ? - -� I i I il --" I q, i it ' I I— ory 11 i I I IS 0" ----��\�." i I . i I ' i P -1, - - -'/ \ 1 V 1- 1i ! . I i '-- - - . ; , ... . � � I 1-11 ,,,, i '--1 "--1 '11-11 j '* % X-- �' G -- '--' ) I - - " :� -- -'�' \ < 11 ----�'� X----X LIGHT STANDARD DOUBLE METAL I / . ---- ---' - - , 5-&7-;�-'.��-- V V-i'�- -I..-.-- w I � I I, i J� *--,. ; 1 i I c f ,I ' I - - � - -/-� --" S, -"--1-.."--- / ' I I I �' � if I 1' '� i I 1-1 !,--, k\ i. ' ,--, - A - -- �.S-/ I- . i - . / "\, I '-�-' I 'I-"=.;;t' % --- G ' - -- ':i' ' "-. 1 w !--- -..-- -/" -- --)t-,' ---- -AI$elw-----�- '---it I il I 7-,' i 11 T~~~ " ,v-- q! t i � 0- -vr- - , " , � 01 - 0 - d, --I \j / 1, 0 . I . ; I '�". i , ��'� I, I I 1; f ,-- i I � / s \ 0 1 1 i I . 1'1-� - 11"�". I . / I--,. co I-I !1 ' I -1-4��'-.' I I; I i V I i ' , i � / I I � / I ;f . � f i . . - i I 4 - I ! t / '11, N J! -7):-"( ---):( LIGHT STANDARD SINGLE METAL j��--' i��'� '�--� ",:.-tte--�--* -0- r-.-. .-.'--.'--- ! " 1 Got I -Plo -1 I - '<�'-"/ I . t. - 111�' . ' I i I ' ! i lv/- if "I 111"' '-I' --q,/ - !I '-J --'.40 1-1 f it I t 'V-" / -i 1 I I f-1 f I I t \ i i�. ! -, i I -;, t I- I i'T I .q) \ / 6(--- -- I i I " --- 41, � -S, 111' -,-,. -- --%-Li UNDER DECK LUMINAIRE . . i$ i I T, - , � `- , '--"' I "I '1-1� / / - I i'4 j) . I-/ /I 1, 1 I I i : \ " ,e'/' -�I, " --"" 0 -0-- I A, S (1-r ' I . / \ I I . --- , i I i t t -"'.) P ", " -" 'k N I 11 I :- I 1� " � f -, -�" I " '-� I i �'�' , " f --i , ! ?; - '-I ,'I, -. -.'M i , , i . " i t . i I � , :: �,,, .-/. ,-I / I'll- - � - 12 , '� - i I I " I- 1-1 I--, "'. : I I -".- - I le -y � W C I i, j ' -- i 4 � . . I � ! t .,- le - *-*V DR SERVICE CABINET A--'! e I ; , 'Is i It, I.", '-l', $1 'I) I I . I 1, � ' f i f 4 'j I c1q I 1 2 '--1 4- 11 \ 1: f: I �' N 11� ill 01 I I I I , --, ' "'--"� "-,, '-, I I i I I I-, /I I Ij -0- ; i ; ;.' Z ". I 1, I `�? I .-.- I I * " 1�11 k ��,' V -- ' j'; i I � < ' I -k ; I i '>11, --./ 11 . I - .1 ,,, --" "'--- 'I----I' "I, .\ -i--'.� I I - r" - \ I \ I ! ; if I I " i Is . $ . . I " I/ 1 , ! I 'I f . - . 'k , 1 : I I I / i 1, i 1 / f !XO I 1-1 . � I : I : ; II : ------------- ----------- CONDUIT .1 ",I t I; I "I 0 '---,, t f I N - 0 - I'� I 1 4- -11 1 , , f / 11 f \ t*' -1 ; I f i i I I ! I I � 1, . 11 ','. 1, 1.11�� 11-11 I 1-1-\'� ---"""� � i 1, ij � '�// I '� ,it ii i . 1 1 " � "I " /-\ 11--, "--" � j" 1; I i if 1 1 ". , j I i I " � I,'-, 'I-," "I � --" 1, , J LI-1-- " ! i . I ---� ''I I . k .,-O-- ; , � ! I i . I � -i</ 1 ,;14- . , 1 i I �- . ' ? \/ t I I I I , I % * " 11, , " A# .1 ark ir g � () ) f , I I , Y-�-\ i I I" WIRE NOTE I , " t \ 4 f / i 11 i 1--I-"'I I--, I rQ, , '� x I " w I 1 ! ; , I V i 1\ 1 --�l � / i 1 1 -�- � f ---,-,--., ' !f !-�A--- " il f .f i \ % tk II-I 61 ". I i j '-, /k ; ? , k '-" /-"Q, 1-11 I / ' '� Vj / P 11 I ,-n j I . ; , k , e 1 4- 1 `� 11-1" / ' i � I 1. ,,I f- IV; -��,� - I I , ---",, 1-l'-I't" ' 1� I I's y � � \ I -��- 0 ", i .N i i I I 111. / ss ft CONSTRUCTION NOTE LX;t=-.Zftt�f "' . �\ ", -'. I, � is Is , 0 1 1 1 " // ! I \ \ '% ti "a' I '--1 / I �/ Jb 1 , i �"" ",--" �' / i I'll, 1-1 '. s I I 1) '. - - 11 /� i t I fl " . I r- - � i I /. - / 11 / t � f \ . I -h� I I . 'I-," 1� , 11",, /-"" 0 / �' Y /11 I Q , ' / �f ! I I i ,--, IL if , N, I f I X21; "' ' "--" d f, " I � . 81 / I / 1 $ . \ \ I >\ , "', "yo >' -,,,/ I I" . LT] FT] ET (SEE ITS PLANS) "� / / 88 --'�- ~`'�`'`'` I I I I . i I i", I I I �\ "--, - "-�' I I b IN, ,,, 4 1 . I 4 0 I i d , / // 11 .1 \ I 0"'�' I I 1, ' � I � I 4P j�-" ,, P I s I I I / /� . --J f '�- .1 I � I � / / I .4 ' I 1 A , 1! / I f ' I 4 ' .1- \ `x, .,O I N / 1 1 1. q -V-111' �0 .,I ' I,- I --"" " I ""/ " -* I ' f, ' A 'L--"�; ��' if I ^ QO ---"- 111,17 . 1,'- 11 I ; 1, I ; I \' .", -I-- I--- ", 1, !j i I , ; f I \4 JICI --I-- --- # i;' C ;i . st „µ.,” I // . If f t \ I 2-�--l"01 ""', '-1 "" . � i / ! 4- \ I "I i 11; - . i j . \\\ , , 'I-, �' --" I st I , � . . - -Is // i s 11 I s I �r \ '. -'�� " I It ti � � N I . . I 11 I I : I x \ \ \ 11kk- I ,' --�71- \'r \ \ -- .-,-. �" 1. 0 � I --l-/-, ' I - w"' -.-,,- " "" �� --,. ' " � 1.01 , 'ED I , I ( I I - I � � i j i I i \ \ k ;---'.-, - <Y0 , ' . -� ! i I � I �i�'? �.� 1I. \ "/ �' ,,\' I ;I \ . \ \ \ - ";�- -�'j 11 " , � ' -1 - I '> /'-� : i ; \1 N "I -1 f "�:�"-0:.'- '� 'k : I I - W-' / I 1"'`\,` \ . f I 11 N, ""-tj� , . - --- -- 5- I I � V, ; , `��' - - " " \ , /' �" / I I - - 5<, -, , ''. , \"", - 4�- -- '. - --- \�" --- � .11 I I I \ . " -- . I I - --,--, ' 11 . ".- -----*"�--- - , ,,, " -� j I '� I \ I �� 11 4- 89 - ----:�,-"--, � � t - - - - I i '� I -1,11-1 11 \ \ i i "<- -- �� -x / \ . IN- , , I � A I , 11 1 i Is \ , I',- � I ! t GENERAL NOTES: Z81\ 1 I \\ if I -,-,----.-f 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES 80 0 a + (D I*ft %� 00 V- .j � 10 0 �- V* Uj W Uj Uj x Z U) .j Uj W Z U) 0 �- < 2 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. -- - - - 1 /11 if ---'--e�-��' - �-; -- j --r - -7-v --5--�:�w - -- --- -- - - "- ----- -- � 1------�--- ':-��--�:7-1— - ----- -- -.1 -- --��- - t�'-�-- $ 1 i "I I I 'A, � 11� I 11 . I '-�-'.-'%t� 'M --\ \ � 1-1, ,- -Z�. -'-� --� " % t -�.- , /\ 40� 11, � i I "'I. , , , 1 8,4 - - :z ---, " --I' , 111� -.-.--. pj� : I I � ; i I f r 4,/ -- -- - .-.-:*,-7- - -", Z4 " M I---- \ ; I -- � ---.-- . 11 I -, - 1, . I 11 \ % \ , � - 1-1 -- I . ilk I , ; T ""I - - - '-� /V1 � ---, \--.-. I / / C-,-' -> i j I i f i I 0� 1� , - -�- 010 11 - -n� , 11 VI ----, i i ; 1 1 1 .� -I- - - I /I , I "I- I 'w , � K .�-- � -J, -, ,- 4" ; 11 -.- - I - - . '\ t i I I Lpf � ! I ("V• - ,-,-, 1�1' I \ .11 � 00000w - — . , .-- - �'� "I,\, \ ,-:) I - f I I — - %CJ67 - � i .j - -1 I---- I , "'� ", 11\ t' \ 1� 1-1. �% \ f I,\ J. "� -� -05 .jjf4E---'---' -- - \ i .' "o ";< ':�� -- , AA - 11 " . "I " I 1; - .� -1" " �. I - "I �'-:. � .f j I i " - I - --. --, � I ; I ,-- --- �rs \ '�' .�' - ." \ "I I 00000 -�'� -1 \! � \ I f I 0// -- --- � I �" � - "k .11'. i -;� --- I'-- -"Off-11�- '\ "r I � -- - " --,- I i . j -.,- . ; f . I i ! I - f I �At -- A ^ . ' -- .-I- - -" I ' i c- --,--, - - ." , t- -,--- �.-- . - - I I a :��ZZ:Z� -- 'z - """ --� , - - -'- ' -'S'' r 'Z: , -11 "I" , "'I", X- "-�-tvl - -.- -...-- -.- .-.- I I i f I I ----�"'��;;:' I - �� 11 / I - - 09 ��j i f --- I ,- I ��'- - - - I / I -- i i " — lzt� -'� I -1 1--.'-- ' --, - i ; --" - -"- — -, -- '-L' -c- " \ . --�' ; j I I i � - " • I f -Q '� + V'A!" - - '\ I / /--� -- I \ - . f , 4 � I I , "I 8 - i 11 f , �'--Z' -V� ' - I, � 'I". , , , \ 11 J��- ." �/ , � , - � ; f � I I �' -- ----' ' . , . %\ ; . -'�- / ;11 -'r I I I , i ", -, ,,, �-�)' � - " I . 1-11" I I --, - '-. -" � • , " I-- 1< I .' 11 ,- ., ^\.,x ' - -- -�"' \ \ \ , , �� � \ I I , -1 -, . Il'� - - \0 � � 11 4, //�'y I "I, I � � "'s, J - � .... -- 11 : i t -'�;-'- -, --, - , "-.- \ -:��' . 11 . I '\--,. \ I -+ --- .. ,--. --- 11 -I, I, " '\ i ; � 0ense. Br-,Lk ,,��? ,/- -, III, , " � I I/ . < I'll --, '\ 1 U) �f ji s , "./ \ '-'�'��" ,,, \ ,,,, I -,- ! I i , ; ' , ,-I �" , I I - .- � � , " � 1-/1 �-)�'>'- -- - - - - - - -, 'I' ,,, " . I I s --, ,,-- �' � , �� '\'-�' � \\ "I I I q6J �'l j . , ��- '�- , 'i--.- "' 11 "�' 01b , \ 4(j, ';---4-� \ ' I ;: f i �/ ,--- I '\ i ,I ,I, , ' 1� '�Z . ; � i 0 1 1 I /' ��' � --,. - -.- - I., --, '-\ "' , \ 89 . \ ' ' , - I ; � I ' i , - -- "--, / "I ' "I "\ I '1--1 , ' ' '1-'kU' f ' " ,-- - - N - - -�>'- --- k I I ct,� 11 , 109 \ �� ;"' -I'' -\ *1-I. � \ I I -1 . ---. A/ I �/ / " X �z I -f -� -- " - � �' """ '-" -"� " z i 11 "I .� --- 1-11, --,--"-,. - - ",- -- - -- - , -<� \ ' I I .10 9 I '- 5 It I . � I 11 I , - 1� -- � 11/� �- - - . "" - 'I-,' ('�t --'�' I � �� I '1\ I - -" \,,,\ i I i XZ - - - it -\-N' "'. I ' "I \ \ I I � 1-1 I 1-/ + - i "I z I " '- C — /T* ;? - ,- " 1, \ \ � \ �\ - -- -/ I �' 11 tr - - �. + . ",/,/, ' \11, \ L'xj ,---,\ .1 \ I , 't '/ 11 , " \'� ' ' \ r, \ % k , - , -- / 11 -�' ,a . ... .. .... - -- - -- -- - - 11 ,,,, " ' - I \ I \ \ ( --��"'- '-'-'�; ; - "", ♦ '--' -\ .. . ,' --, I , 11 �- - lq- - 1\1' � , � � ,- , - ---, //' / -, , " 1! 1 I I / I k �\ ' I � "-�"' �' , \ � - , I i ; \ I ". .1 I " I I I . /"� , ." -A i . - - - - I I--, \' �' I � ",�� \ ' 1. I I'-- , I t ff i I � - - � - " ♦ 11 �' 11 \ . / \ \1 il i �" / -;X— 7 - x �� ""\k \\\. \ \ , \ \ / , - I I t "I � / � /" I'll "'- "-�"-' 11 -V 'I� 'I-- \ " I\\ \ \ I > " \1 11 I I \ I I -, - 14, , �" I " k � X '+ I - - - ,X-,/" -'�' 14, \ I -\ \\ '\ i 1\\ , , 11 - \ \\' \ '� \" 1� I � � \ , - / "I �' -, 1. I i 9 , I i - / el / " I f et 11 �' "I, \ ,,,, \ �.�'-" 'I-,, . I", '--1. 11", � , 4r '�' � "I � \ , /// /. .1 "I \\ \ 2 f ' , '/ ✓ �' 1) \ ' -1 e 11 / I ,/,; / /' / 4;11 \ I i i :f ; I " , " 1� " \ � \ - , . 11 f i I i \ ! -/ 11, " \ ", I 1, , I "\ � 11 I \ / 1 i; i -.Q'// / i i I " � � - � I '�;-'- - I I / '� - I I 11-\ �'�./ A"'� 011c, ' ' "� � ", \� -,-,-- -- -�"--�'- 11 0 1 ".. -, '\ \ I . �' , -- /� ' / '� \ \ �; ! s \1 / � . \ \ %, "�. � � , , 11, -�-' ' I t s '� / 1^/ -� z '\ \\'�x �k , - -- "I, f""-�� `�` �'j / \ \ '�z' I ? 11 ""' \ -.- �' I 1 , . j t 1 - j ! I I � � \1 I \k� \ \ \ -.." , '�� I ---- , - ' I \ \ t ,;"'- "I", -- - - � I ,I 'k 1, � - f ". / � / • / 11 \ t f! I I ! I / // / / " . \ - '."' '� �A'I ' I e� * I - / \\ \' , J ; � / \ \ '\,\,\ I ,,, - '., " , gwc> 1 �. _ ' " � I I "<' , � f \ . ' . kol \ "",' , . --- --- "I /a � / / '/ "/ 3 \ \ \ '\� \1 -4 1 �i ' : / / / /// � \ \ " " \'�� \ \2 1 \1 \' , �- ' I I a -V /- � / \ i § x . I . �' � I / . \ \ \ \ IV2�-"'- -�-- 14 1 t; f / j \ " , 6 T' , , I I � i / , " , � \ \ \t\\ "', \ 'j4j"' . � ", ' I i / / � \ " \ t� -,-,-,-' \ � I I / / / \ \ . " f 14<1 � I " ,�' � 11 - , ' / Q, \ \ \' \ � / I I" - % S � / . / // / / \ \ 1. + I '! . 1�1 s � " / / / \ \ \ , `� � \ \ "'!�' I I I � 'k \'I I . I I // / / // . " \ \ \\ 1 1 I I / / 11 \ '�" \ � '," , , .1\ /'� / � 12 V I I! ; F i I i / 1� \ \ 1� \ \ ", . 14- 's�l- ..� � �111 - -- \ " \ \ I t, \' I -'11,11 / zli` \ \ 1, "� " I ? -2 / / / / / \ \ "I 11 � 81 , ( \ ' �' i / '/ //' 90 " \ \ I \\ - �' 0 U "- \ j i I I t . / , I \ `�'�. \ \ \ . ,- t i "I / / �t'// 0 \ \ \ I \ %, � � i I 11 I ! / / // / / 11 � \ �" \ , \ ' \\ \ \\\ 'II'. � \ { 1\11 \v' "'," - P : f ! 11 / / / / \ \ \ ' \ I -"" V, ", I \ ' / / �/ 1, "I "I , \ I IS I / \ ) X "I / I�i -, D ,:, 7S \ \2- \ - / Is , / , , , 1 �4 ` %. - -.- -V 11 I \ L�-� : i \ 1Y - 11 11 - � ' f f \ 1\ i � - \\ i i / , � : 1--j�4 '11% A- I // 83 \ I F%'Z \ \ \,\ (") -" - " kk / 1'-w I-, I � I \ \ ' L- I x I / -, I f I j \ \ \ \ I f / / / '�N �. \ I \ \ \ \ \\ , 'IN - --'��' ' - "'; -, "�' / / � \ : I 1 � f I / � 0'11:� -�' - ' � \ �' I . I / , / \ - 1--f 11� / ;4"I I i . // , / �\ . . ..... - I t I I \ \ \ '� " '-'� �' I 4 I / / I . ..... i // � 11 i \ , � I`> ' . ...... -.-, , ) 4C � -hh' \ \ \ \ � / \" � I � � \ 1-1, " - I -� \ I N '\'\ 1� / 11 '� ',,k, I I 11 i \ ✓ 4 'ts' < , , C \. -11 I / j t I i I "I-" \ ; / \ -A \ \ \ \\ , . � L..,--..--. • - 0 h \ ; f , '/ " I \-/1 % \ I \ ' "I \ \ '�"-' \' \t I '-'� '\ '\ - 11 't . . i \ \ \ \ I : � ff I / / / / i '�' " \ e , \" \ I �-" -\ " , t ; t' � / , � " k " k � f� " .k- \ I . f i' Il- I \ I /; ! 'i I "/ 'Kk t' \ , I i I ' / �/ / \ \� I\! / I I \ \ f - � / " / j ? I � f I,\ 11 / , , � / , I � 1, � \ \ - ' \ \��Q' ��T. * � " . , i-P \ \ \ \ \ i i I I / / / / / / I \ � \1 e" \ \ �' � c")k> V \ � \ \ I 1 f , &/ , / " I /' . / \ I . , I � � ? . � I I j # I i '---, I I /I 11 11 I � , .. %. ""�" -��' , . kl " I "' \ ? / � \\, ' ; . I I f I /I ', / / \ . 11 I . I �! "R 11 I 'N , N\ \ 1 . 11 /11 / � , �1 " \ \'� \ I off'. 1. \\ \ -, ' �6 .; 1 ; /I . ; i I I Is --- " \ i ! I ./ \ I " I , \\ \\ , 4'e- -s" . \ , ' W� 3 41 \ -0� i I i i \/ / I/ / /11 // ','I ' \ \-, � ' I / 'I-,' - § . I 1\ \ 11-II, '�' il I I ii f $I I ' /s/ / / / � � , I . I ;111\1' \ ,.-\ 'Vo I f -\ � I i i i / , \ 11 I \ \ \\ 11\ .1 � ;1. � ' . I I I i 4V \\ --- Js \ "I " '---' Iq ✓ / f I --', - , I • i 1, : � � I I f / I / �' � t I . , \ \ \ 11\ r \1 I \'�\ \ 11 i��' -, f m , I -111\�' , � / -eo , . t "I -..- -.. 11 ..... ;'j � ---:--...--'.,k N, I $ � � ; ; / I / / i I H � \,, 11, \ , "I I / "Z-\ \-1 ' 1; -'.... - ' . \ i f // f I 1 "I" f *.�'\ 11 4 8\\ /11 /11 / / I i lc� \ \ \ �\ / \ .. .. .. .... I I 1 1 1� ! j, 1 i / / �/ / I I df 1 \ �' 1, , 1-1 .. -.; - .."t -_ �=-r'-'-'�7Z77 1 j I t, ! I ,/ " .. .. -.; . .. -.; . .. -.; . , -.; - 2 . � I :S : % , Ll= -7-1 I � I � >' I'- f ! . . i \ I I \ , ! - I , , � I I I . ,s' / /I / / / I ' \ \ \ \ \ I � , '\1 \ ,,' : . .; I '-- ♦ - ' i\ � f . I / I " � 4 t I I t $ . i : "� .' \ \ I \ \ • '% -;�- '. \ I � . " \ ' i t i / ra .' / � ,,,, >/ : � �/ / / '/ 5 it i '110 '- :��=-, - r , / 'N'."'\ .,,-. i \ \\ - '�' / �' 84 kk I \ I ; -, I/ \ \ ( , i k I � � . \\ L� / / I I �' \ �- I , : t � � . I � � --,-,, % I �-'�'. �11\ ' ' ' �; . - I j 3 / : t � �� 14' ' � f "f f \ I t:., \ �' . I I /// I I � I � 83 1 '� , � I . --1/ � : !U a � "^ y- - 80 1 t ' , I � *1711 ' I -� -87 - I / / : . I � I- \ / \ '1-1�' 411�� '-��- ". 1 % I , ' 4 ! I 1 5 � / f-'.-4 I % � -'-� V �� / / 87 , 1 1 \1 \ \\ - I I � , - / / A �\ i f., ,.;, I I \ , '\ � "i-J 141 %\ \ 1 i '�' --"� / -) 0" <'�N . , - ht 0 8 , ,�' 90 1 / k ; \ , � I / ; 11 / / � 1 6, \ I I-, I / , -i�'�- r" / i I i i 1� '-'-' x\' ) - I \ -..._ . ..... I I i I � � 1--" f i 'i i � 1'" /I I ' 1 -5/1 1 I, � 1 � � -i , --- '-11 \ I- : I I � I i 87 if '�' \ �5 "I',-,-, 08 �- 0 � ------- - ------------- �\ \�' I A . � -- - I "� * 11's X�. - .'�' X \ - N "\ i I I " �� � \\", I . , ' \t i \ \ ; ' " , �/ / � � T1 I 11 \ /' '\<4> . - " , / , I \ - I ' � 4- I ", I I I i 1, , � / / j /,` -- - - - - "' 11 / 86 % I . \ - 'j, \ " 'Of � � % 11"' I . 11 * ---� L., \ �' \" -'\ 'k.l. I // ."'. : .1 % - �� \ � i " I i I I I 1, " / / 11 s fill 11 \ % . -1 \ It-'s 91 / , 1''� � �' \ % I ... � " f f J/ � 11 i/ �� \ \ \ " , I I %. --" : I / I/ / 11ii �� '1 T \ 121%t 11 \ // , 1L. 86 ! � .' co "L i I i "L... � 1%, \ � ,I IVA � '.� , I f ; \ \ /" \\,."' ;- � ..", '% i % t ; I \ 1, - " , / 86,- -�' 11� . , s � � \ , / i'. � f / \ - 1� I ' '\ \ �\ " i /' � \ 85 kk I I i i ' \ I "I / , + 05 ' � k \ , \ %i I "--l' -� ' � -'� 11 I ,I LU " "I \ / f P&I-1 \N I" , 4 1 , � A . % 1'�.i I t - 5i /'i / I / J"/ \ X\ \ \\'��' -'-'--� 11 / .\ 1� i --" ' i j i I I el / "I \\ / ,1 ♦ ' I / : 1 4�c i -- I / 7il \ 0\ \ Vk"\N --I--,- —'. 11 'I-, 11 ' i I -\ I %, S; 87 \ / /"/ � i''.1 � \ ! J, ! / I , �' " 1� � "; I i . I I I i \ \ \� / / \\\ � 4- �ill � � f : i, '�--' A \'�"\ - .� �'� \,il\\ . 11-1 �..' I i 1 - I 11/1 - \ \ \ \'\\�"-� \ \ --'---0'0 ✓ I / I / :t �' \ \ �' 1, I 'n' i' - V : 11 i ir / I/ �' - 08 - // is, , 11-Ij \ \ I 1, \-1' ` . - f . = --=- �,�-- - � I \ "'t / I �' tj� � � i I - - -- ...»..,... I f / 11 I �" , \ , " I t ! f it I It' I i'�� ;�. :--1 - �" `\ , 1'- I \ \ , I --��--s - ---- - ' ' \ \ \ *\ I / f -.1 " " 1 i I 11 . '� 1 %-'---�'� --===- ; / . I � : �011jv� I � I z , - . . ...... F:��� -� -411 f \ \ \ i-- 1 - .11 / /� \ ", ! I ' "C �\ I " i l-', t I i f A 9 � I - - ,--! --- -,- ..-- I'll- I'll- — .-.- .--.- -.-.-- .--- -- -6-� 86 \ \ \- It, 'I. , / \ ' \ ' � \,-r- - I i � Uj f zrv:� -- . -44-- , _ \' ��� /1' -----A-- I ". 87 86 11 / ,-�- --, -, � I V, \ 86 A ,' ----� �:=C' kj� - \ I '\'10 �- ti �' A I I �'�� - I . " I "\\ --` - \ \ / I : tk; -�" '�/ ... -'--�--, '\V"� -, -------.- * r \ \\N, ' I I : f: ? ----. " '-.- T /--- � - �- / '/ \ 5 �' \I- ;� . � , ' -- I \ , "� ' --.- I , / \ � I I-- ---- '-�<-- - 1\ 1--.Z-------\'�'.'. I I I .", I --- \ - - ' i I k4p. --- - lyl- .------��"--':;- ' / a 11�1 !'� 0 \,\ �, �' - - I -- \ \ ,'zzt\" " I , / Nk� , � f---- f -V.--------' .---, -��'; ...... '-'-' . ..... � .-..' - --'----y---' ..-. - \IN\- �- �t I"' \'k \ I N11 . I � � i . .1. -�; "- I-- - I— F/ - \ 11 A , I - - "i ..-.. --- . \ ", "', '� ... . . 4 - -,.-I I - • I a \\, `*N"�' q, � I -- " -,- -1 : -'..-.,----'-'4. -... -- . . ' -,,,,\ � N"'-'--",--- " \ / 's --1 . \ - -- , - tt,. (- + � / '�' I / , \ \ "I, I I i / '\ '--�--'.::�:: T I -T I .--- I 7,", -- 17 1 1 0 + -> I � I .---, '--1111 '-'-��";;�Y----+ ---- �.. , . � \ \ \1 I I . I ,-- � . -'---..� -P-, -"' .."\ \\ \,I• -V I - --- -�-" I i � i, , i - -- ,,,,-- --I -� -i- t i -- I'll "I ,\.' ��'I j k- . \ is �"" 1 -��-- - ---i,' I " N, 1 I I " " ,,, , w-, t q, �` , , -1 --:':� � - �'- , , - . I 0 "��e' .1 I it , . , I C';';� I j . i 1, —Ililll - � -'t- �--�' - i i f ...... i - \ `\ \N,"', .r - I .\ N 'I, ; i .' --1 - -- ' I ", ,,-- - - I --- .' --- \ 12-+ / :�: I - i 1 - -1 --t, \ -;-"� i i - ! ';" I I - L / / - '�`, - , I j ".��- " I - i t,--j �1.10--"" --� 1 1-- -,,. '\ \. 1S 442 N\ \A ,, I - I'll � --' --I:--- a) . ", � i i- I L �'�- -- k '�'- s "),s ----, '- \ ,I 1\ " / - / j��" 1.�' 11--'�, - .� �� .0 " - - - „ .1, - 9 1 \ \ 'I- - ' -- :: � X. \ "I- � �42 - - I ,,' 1 - , I , I ",z” �-' . -� �-r , I ,"-- �A+�' //' '/ - ,<" "� — 11 I, � %, f I --I,-..., j � -�- - . „, "'-'- '�9 ' I � 'T- - '�” ��---�------ --- - -- , '. , " : " \'\ , -- "' , ""." " 6 T --/� - -"-, _:,-_ -, �� - '-, �� Z-1 I �'� - -, ". II \ \�-<-\ - -� A I - - A "'f - "'. - 11 N. -1," - " -"" -1- , , '�" u k .-Ir s; . > -P�',fx�- '--C2�-:-- -� '�' � 11 , `Il� - -� - , N' .-- --- - I . , "' -1 / I - ..". I .. I � ", "Icz, / / -�' - 1. V, 0, '11, - -::::� - --" t . .'i-c- --- �� I.-,-- 9 / ,,, , ,,, I.. - I �' "', - I Yoe ' 1, ---- I -A I ! � i ,- 88 , ? - 1, �' -1Z , ,- I X-1- I -� Z- - Z� I 1:1, f 1� ------ -�' ot-"Z. I-- 1-1 , . r- , �-Zz- ---- 11 1 i! -'-� , - -, -:� "I, %MM V, .' , ", -7:�--: tA�l o A-- --� �'�'-'--\ - / / -' I I 'I, I '0� - \ \'!-�v I 0 6 A10 , I - -'.' i ; f-1 P I I I 1�1 -� � -�."":�' I I', -- -- - - 1; ,:- -. -- - ♦ - - -, " , - , - -�':��- -] -- y1i - - A 11, I /" I -.' -I,.,- '�� V- ' - w \ - ��-' - - .1 --z-"" -" --". Z�' - 'ZZ -zz-z� . � '-� .' ,'- " I ✓ / I ", --, `,"�-' '-, 1�1�-- -- I 1Z -- - t i .11-"' �' , I , .1-- � -'-� -r_. - 1 ---, --r' --- 1 -,,,- , , 1 11-5;1� �"' I - -,- -" '""`°'„' >w. - I I, -, -'. ',--,. ,,' . , -, -- ,-_-- 11 � ", - '-- '- , I - " "-') -,I I I -.' I - - Z' "^,., -- I --lL � �- - ,['I � ttl 1 " I I , -1- ----- ' -1 - - " 1z ' 11 O. ,t� -- '� '�"::tZ�--"' 1 1 If i'PZ' ';-�-'�"' - -- -:--�: -- -�� --;��-- - .j . \. ...\..''\. --1 '--, , --,>-,, - � - - _ _ t --- i 1 91)(- , - r- .';r----s4ts- , - -- i f ""-'-::Z�' - , Z- - . , I" V- I \,, T /:-'� ---, � - . " - . . 11 .- -, � " ' ", Lk , .11 . / ' f I - /1-rj!��" "-;-:�� '�- , /"/- " '1 5y '1% ' I * " -� -,---. - -T"-, I ,-' _,- - "', ♦ " -1 � - - , I - - --� U) . --- -----'-�.---: I- I - V ' -, ---t-i ,,, 1, ! I : I -1 1, 'I-- -, - " " ' ' ' � --- 0 I.. - :.,--, �0 - --� ---- . � '\ - '-'- UE)l ��'r' -�-, �!� j - I -� I 5 ." --,, \ r?',,, 11'� -11- .""".'-y I " f '-��-' I "'. � -- , I '-� -�� -- - ,,, -/ �.f -''�"' "I, �-' ':�- "- 11� ! I , --� .25 ,-\, -/ . ��' -'- - '-:�' st-,", q! 1 $ - ��- I '-- , - ", - "- -'- ,/-- . i , i I I I , ...' - - 'I-, , 11 --��'�" --� "ZI-, I"'- ,,, -'�� I,,- '--'��':' / 1�\ '�-� 111", ,*/ 11 ---''-.-. 1- --.---"' . ,---.--, -- , -7,A � i j - '-'-1 ., '�- , 11\-b' -'� - .� , �.. "--' - V �� - I i, I I , - - t, �' " , -'-' ";t:". - I : �'- -, -- , - - i 11 ; I , I , �' " . ". ZI, -- -w,,.« w 1< - - If . . I I -- "-'��"' I? , .1 -ZZZZ -�--�--"-- , I '- - , - -'. � I, --"�� '. ,-,- --- ! - 10, f�wl I_-- �/ , , "�� - , - :k"'s -V r J ; I t' --11 14 -- :-"'�"-' - ��';:� . $ L - -'--�'--' " , >c � - I . .1 f�- - � I I -- � I " --" , .11 - x "� ',,- -Z- ' - : I : "i � - � "' . \ 11 I 1� 1 ; f -X�� ------ - -.'T.-;:;r, 0 V- , " - -� ----,' Y-. '-':'�""'t--"�� - �' A, - -- - 1t'�;t � . V 71N - -'so, -� 1�13b ,,- " " - I �k 11, � -- --. � - -- I - - �; - - ��kl " -.1, " � - -- - / 1, - - -----��-----' II i "! ". i i X I 0 � �" 17 � -1 - ---, .. --- -� ". j -'---In - " I ,- ", --, , --'--- - 1z. '-- ,--,-,,,, 7 --, ---- -- - - . . . ...... -%,�'j�tF . , - '--� - 'j - :::':;'::11--j�-;;��1 - � I., .'-'�-�">' --- -" - - -'�' , , . -.- *.;I .. ... .. �'- .'r-.;;jn ---W-�:::.:::-� '�L - . - '� ..'.. -I,"- - - -n --:::�Z:"' -- ,;r \ - I I--- - , � ........ � -- .... -, -,'- .. . ..."11,11::1 .;.1*'1:-1:.: .± :ZLI -��.-. -- - : " I "-" I •.'. I .- j-- - - - - - -,---:, - - - "I 1- --- =:::::: �T ---3��- '��--'� 1, �-' -S - - -- - -----, --- ' -� - ,, ..... -.,.-x ... :,x A :7 - =. -� - :;� "---, - 3: I--," 7 17 -- -,- .. . �'* ...... * Z, k-- - - - --- , �.' . I f.��1.117/ -1 "' " " - --- I -.--, -,-. ----.- 1 -4 - -- -I - . ..... -... -� V- j- - -1 , "�" - - I . ---§- - --- -- 55 I ---��'-�" -.- I - I - I -i --- -'--r . . . . ........ . ... lz;-�- P" - i!!�11 - ----, \ I." r -- -- ----, - -.- - - - ��' '--�' -'--;,z-- - -:-,- --,sl-"- "---, ,S��-7- I- k- - �7.--j �. - - - - - '. 1 ,-'--- , . - � - I - - , -t;;t ---'.--. '��- - --- K�- . t . - -- � '.�,4 -�=-' - - - . - - Y - -j--1 - - ,,,, , - '- - I -.I----- - -- - . ��" --,-,.'- -, I �- -- = . ,A- f---t;�- - - . .1-.. .-t' -- - - - I --- --.- - ..... -', -.- -- , , "= — - � ". ,.-- i . --1.' "k -, -- - .7v t,� - -.- - ..-- ... "-, '��' : - � (a --, -- =:---y'--.--.1.- t�'.':'�-' - � - ------ � A -f-�' 5 \ - - --l' I -, \ -------,--- ' -"" -'-'--'z;�--'- -�- - - -'- � --�-`Y- 's I -, , I -� - L .. ..... ... IN �-7- .1-z' - � ... --1 '= 'tt' :::::::';--------- � , 11.1 i, - I I i:,;:::;::::; -- --,- ( -- - , - -�=----- --A--='--t' -:f- ,/ --,-.--.-.-.-,- ' - --, �:: I ..- - - - -T- ---I,-- -I--- . , -- .. -- - -,- - - -- -''- - - .... ..... � ..... -- --, L"'4 .- - , - "� ,t,,----- - -.. - .. ..... ..... -- - .-.. .- -.- -- ..... -- -'. -- -- - .11-1 -- \ ..... � ... � .-' -"--�' -- -- - ..... - -..- ��-- I - �-� . I . I )-I - . - . 9---'-'�-- . - • .. . ... =--- ! ". - - 0-,.,--, - "I" Z:F - -- - - - , I -"- - ---Z��-":T-�- - -,- --,- ,--- i 2 "-"-,.-I' ". --=- , � .---'- - I ----'--��-:::� -- ' , .1., j- - - � �j W — — — — —, I-- I— — —1 -------- -.— — — ---- ---., ,-.--, 1.11 .... I I .... I.... — — — --I'-- ..--- ..I-- -,--.. -1-111 ..' ...... — -- i '-:,i=---=-= -.- ... 1. ... -----� --,-,-- / - -------- - -'. ,,, I - - .' -1-.1. — — -- — --I- — -- --- -- — - ... - --- -1-- --- -- — --, -1- -11 ..... -1.11- — — — -- — — -- — , -- - - ..... ..... - --- .. -- .. .;,.*--, j ' - ,—::: , --,---" � .. ... 1- --�" -.. � ...... - -- -- — /— --- — — -- — -,-, �=..' .—.— • — - - — - r�('t - -,-, I - - -"t', -, - 11i - --'.-�' - --,-. — -.- =-:r'---.- — ...."....�. -- - — - - - - I- -- .. I- � . -- - - I 6 - -,-, - . .- ---- A � � ! --, --.-- - -- -..-. - - k -\j - - --' - - - --.- --' - -- I-- � I.- --,-.-,-,-,-- - -Z�.N .���" . -------- ............. . ................ . ----.-- ......... � .............. � ........ - ....... ----...- ......... -- ....... � ............ �- ....... � ............................. -----.----- .11-1-.--".�ll.,�-,--",----,",.-,,.,�� ....... � ..... I ... 11 ..... ---' ............ --- .... --- ... ---.'-'-'--"-.. 1-1--l-11 ..... -11-- . ... . ..... -.- I \' - ---.,- I --"-, - --" ..-.- - � '-z--.Z;� 10^ I I .......... - J - '--- 1. .".- - -.-..--- ... . ... -- -"-. , I, -... - ...... I-- ..... .......... ... I ... - --..' .... - --- - - - ...... - ...... - .. ....... .......... ......... ..... - - - - --,-". -.- -- - - -- - -- - - - - -1-1-1 -- - - - -.1 -..--�- - a '--�'-��=*----- "=- ... �': . . . . . . . . -.- �- -1.11- -".- --- -- - - -- - -- - -- -.1. ----, . ..... ...... 1.11 - -- - ... I ... I .... 1. -.1- -- - - I I -. - - --- ----- - j- . -- I.;lf-, - -'�-1111111- -111,111, -11-1 "' - "" ,*:-_- -- -"" ",-",* ,*"- - -"",-, - ',67�'-X--�� - -.1. -- ----, .- -1 -.- .... � - -- � - I . :::: . I . I I ---.-,. � - �- ......... . :- - .... =�.."'-%'.-- -, -.::-::--?=��; '�� -.-I'�--- - ' - -- - �-Wz: .. ..... ... -1-1- "---*-"=",='- -I-="- -� ... �!-= = - -,;, " ;t; -:.=,- �-. - --": ." I � , - .1 '-.- -=--'=-t � .... � ...... 11-- - -= L-'--,=- -�---- -- �.----I---",,�--.-..,-".�L.--��...-- '-� - - - .,-" . � . � , . - -- -- 1�- ---- -': - - �-' ; i ; : . = --t—t-t! ... - t�-...' :::: I/,- % —.- -1- ..: ... i��� . ........ - ... ='--.-=- ;- --::=- =-'----r--: -..-.--'-.-:�- ..==--x--='z :=:::* ..... ::: .... . . . . . . -1=�'1-= -=S=� 1* - -_--;- - - --z;', () ..' �'.' - - - -====:-'-' - -:::--::J�:::L��..' - -� ,-"�".-�-=,--",i.... '..- X ..... I ::::::-:::'*T -1. -,- t�';�� --=-= ... =-- -'-� ...... = ... �-'�'; ... =-- -.;z, -..-;--=-=- �.�,-.::---.:::-,-:..�:,-,::,.,.:--��� =-- -"-,. , - . : . -,- - :. ..- ..... ..... 1.1- � .... - I :: -------- :::== XZ, - - - tt. = .;:'..' -:': - � ..... - . - .-I., . I - i I .- -J`z--'--=t-= - - I i -11- ....1. i � I ! - ---.--,- --t--t---� .... ::!!-'.:: ..:;:._j_- --- -';t. t.::- - - -- - --= �,,, ... ..... � ... ;:t;Lf;;; ... ;-st, ... ;:;t.' -:=---..;-:,-.:::V -t��----A' ....... ;1f-'.'--' -�---- ---.- ' - ....... .." .. . .... I-. --- - -- -111-- -- -------- - -- — -- --- - - - - - - --- -'-------- .--.1-- - - - - -- - - -- -- ,....- - --" --- -- " . 1-- - ; �'-51 -/ " -,-" -, I , - - -- -- ..... - -"- -.- -.-..,.-- - . .... - --' - -'.. - .- 4 ! ' ,4--- ----- -- .... .... ......... ........ I 1- ..... ... --'. - ...... '3 ....... --.- -.1 .. --- - t� ... -1 1.1-111. -- .... I . ..... 1. --- -1-1- -.-- - -1 - I-- "I'll- -1- ... ..... . ... ........ -.- - - -- - -- - -- - - - - - - - --- .-,-- ......... ......... ....... � .. .......... .- ,-- - -,-, - .... - .-- - - -, - ........ ,...-- - --., -'-- -.- - -- - A z f , I � i I i I ! i a 11 - ;-- - --, ..... .. �.-'- � ..... - - - - ... � .. ...... - ... � ....... -R-- � '�-'. - — — — — — — — — — — — . 107 vo Is 1 94 , ; I ; . I I 0n9 , � I ' -T I - i ill 113 115 ; 0 I i - I -11.1-1 ---. --- -1 '<�- -- - - - - - .... --.. . - . . ..... -.1 .-I'--- ..-.-.---'---'--- I \Xj* ;-- - - , /J'\ . / 1 4 H /,-, rT\� ; � *-"" �. '��'\ A A90. ; 0 -- � i i 5 1 ; 1-405 /I\ . ; . I i I I . ---.- ;,:::::!::::;: I -11 I,-,,.,. .-.11.1.1-1- ..... -. - ....... 11 ..... - �-- - - - - - --r- -- --, - . ..... -- .. ......... .......... � ........ ........ - ...... .� ........ ..... � ... .. . ..... ..... - - - - -- --- - -- - -- - -J I-- .1 - ,-...- -.- ..... - - - '�----- I -+ \t� , '7L - ..... *-v .... �71 ... - - -- - - . ... .... - - - -- i .... ***' F-71 ......... ---* ........ - - - - - - - - - - I - - - - - - - - - 4��'- - x - -s= - - - " _ _ _ _ _ - - - - ...... , I - ? r.1--1 ... I-- -r- - - - - I ; - - - - - - - - - - - - - - "I r . ...... - t4t��-' �� - - �� -I- -;--- - - - - x ... .... .... . - - . . . . .... ..... � ... ........ . . .... ......... - -- . ..... 1, IZ 4- � --13 .- . X ----------- ;,r - -- ; - '' - - - - - - -- - -- - -- - - -- - - � , - - - - - . - - - - - - .. "LL -- - - - - - - - - - - - - -- - 7- - - -4-- - - - - - - -- - -- - - - - - - -- -.;:':=-J.--. -z-...�� - �-. ' ...- ...... ..." -,., -- .- .... ::t::" ";:-, - .. I I i - .. ...... I i i -. -.- ' - - ... I-- .. .... -1 -�i. I . ..... . - ��� . . - - I - I ''.".- -..-.... .- - ellt�-- --�4'-tt; -- - - � -- 1 H��ffi�e!��e� rte'" -- -". '. - , - - ;�- ..... - *11*1 I'll" I , � - i ! -- I I- - $ -IT I � - --,,"-.,, i'��-';' -- '; �. i i � 4 i i i;; � i i i; � i i '*-M::: t:'.: -"-. - --. . " ---, -.;:' I ... I.- . . . . . -L '- P.0 .... ... :: - , .1 I ... - ... - - -.17-T I -1 ' �=- �1 .... - iiim ----=-";.--� i7--i�--': .2ii.'-...-...-.1.. -.1-1 . . - "'--'--I-- -14�-- ,-----E .. �ieL-.-A - .1 , -----N� - ----'T4 1; - I 'M',i�ii�iiiffiri-.T- : C-�-'— -- ,'�- -i�,,.-ii..K...�iie.:ii=-iieiie�iiieii,I -- -=--------i-'-' 1-1�::If.-,��:i::-��-�.�.---,";;-].-�.,.---.. . . . . . . . . . . . . . . . . . 15VA1. -4�-� - I --.1 1 lmii;F'�.ii � .." . -I.-.1-11- "'-. :"t�- �iiii��*�-4�;�� .... �- ..''. --1 --"T' T ... �i It - , .' - I " :I- I . - . . --- -11 il-... I .... 1-1 --- - - -:: I - . - -.- - -,-- -- -.,. - ------r— . i- - -- ---- 'r--r'�"-- .1 ...... I .I---.- 1-1-1. -1 ... .... - - - -- ---i�ji - f - -' ; --- --,.,,. .-E-4-05 -UN8 - -1- •.. »,,.. -1-.1- -.1-1 -.1. ...,, ».. .,.... ».. -1-1-1- .,.,.. -•- -.-.I'- -.- .... .... - - - I-- -1.1-1---- -111 11-1 -- --- -1-- ......... - -- - -11-1- 1-1 .... ......... ..... - -- - - --- I---,- -'- � -- ....•, -... ..._ -,.» -.. .,-- -- ....--i ---1 -.--- --.I.. - --"*, -1 - - ; : . I A--A 11 --: ;;- I I � ----- 11 I ; � ----- -�-:�-�--�- 1,1'1� - -'-- - \-:,/ � L -L\', OW ' : ---- - "�-- t -"' f : , , �- -� A a — � "`,".:"/ "! x / ..--- I I I "'L i —H , •......... - --", —..—'.—.---- ;------'------ -- ----I'-- —'----,,9 - — - — — — -- — — --- . . ........ . ....... .... **' - .......... -I. , — — . --' I--, -1 -1-- --11. '-.- )�� — — -,-, - ....... - ...... ' "'- — -- — ,-""^ . ....... - - - -- - ------ * . . ..... "'- ......... -------- - . ... ........ ......... * .......... - ...... ......... ....... - *"'*""* 11111\111111- "I'll", "I',"", "I'll", I— — — — —1 -- -111", --1111 11-11"" -- — — -....... ..- . . . .. . ......... -- '--- — -'..". — 1-1111>-1111-. --- - - - --------- ---- -�1�----- ---/-�-�----- � -f , , /- \ , 110 . I � I ; F .. .... i 1 108 : . i I � 112 114 116 - - . ...... ....... - ---- - - - --- - - ---- - - ..... .,..- . . ..... --. - --- - - -,--.,-.. . . ....... ....... - - ..... - -- - — . . ....... - - ...... - - : . ! I f i I .I.- -- -- - -.- - C:1Work1PrqjectV 2:21:32 PM - 811912010 d10 J. GELLINGS D. FRANKUM — K. OSWELL — — L. HODGSON D. DYE JV00021dms022691BT IL 405-AB.dan AS-BUILT ISSUED FOR CONSTRUCTION REVISION 12 716110 05116/2008 DATE r7-yA MATCH LINE SEE SHEET IL10 REGION STATE I FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER . CONTRACT NO. LOCATION NO. C-729000 I Q, ,3V W A Sy /'P 6' '-- ♦ . . ';Zz -�- :;?-, CD % . — , --- .) 0011IML 4r?-Itjw -0 0- 43352 4''�' . / STV- ";) 6\ /ONAL I P.E. STAMP BOX DATE y�. S 7'. �� ()f W A S,91 � "?. ,A I A't % d Mw 0 1P /1 I /I I ' I P.E. STAMP BOX A11111111h, INTER mwOftm Washington State 'W/Af Department of Transportation ' 40 Corridor wr"'rouram In DAVID EVANS ill' INGER BERGER ArmASSOCIATES iNc. !oll� 415 - 118th Avenue SE Bellevue Washington 98005-3518 'iVi''n" Phone: 425.519.6500 =0 1=1 TRI-STATE CONSTRUCTION, INC qw"d emtwding = I I 269019 ILLUMINATION LEGEND EXISTING 1 L -11, -7): - IT "I /li r- - LTA J O V Lu W W W 3: Z U) .j ILI w 2 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED By CHECKED BY PROD. ENGR. REGIONAL ADM. � M v �D Em As c!) RT RIGHT OF WAY JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) JUNCTION BOX TYPE 2 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) JUNCTION BOX NEMA LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE SERVICE CABINET CONDUIT WIRE NOTE CONSTRUCTION NOTE TRANSFORMER CABINET (SEE ITS PLANS) HUZ, To 23 No, R. 5 E., W.M. I i m m m a m 0 50 100 SCALE IN FEET MATCH LINE SEE SHEET IL9 .......... ..... -77 . ....... ... ..... ... .... ..... ...... —.. .... ... "I j- 31 1 .......... ........ ...... ........... ...... . ....... - — — — — — — -- — — — — — — — — --- — — — — — — — — — — — — — — — ---- ... ... ........ ...... ...... 110 f D 0 kr"XID OPP J; Air-- 12 uj F a jI UJ 5 9 7 z 99 92 12 A� UJ '59 101 13 /`! /� // '! # i t l/ 1y ��� �.r" �� \ }� ' / / / //� ry \� /, Vi > 7� 0 96 'ens6 17 4 116 & H' 97 0 110 4 4,q Z J- ♦% 4qr 10.0 98 96 tt� 'q 1 q A 1112) I�V�'TING SUA 4269 97 7 YPE E 2401480V n s 6 'f Nv\ rees ✓ fillts 10 �*` � \ i;' \ \\ '' � 1 �� � \\ \� � \ � fi / / / % J I X�_ s r i i # £ � i £ ~ � 63 D v r T e X/ 1411 A 97 4 xw f + el J N J. T la '0 97 k + w #50 A0p 41V 96 111/' Al A' o, WW . ... . ... r w w I "... W. ✓ 0V� az s. . ..... ll c\1 CID s 01 ' pi e Trees 0 j F" GENERAL NOTES: r 1. SEE SHEETS ILN1, ILN2 8t ILN3 FOR CONSTRUCTION NOTES, x x G LUMINAIRE SCHEDULES AND WIRE NOTES C:WorklProjectV 2:21:38 PM 8119/2010 dio J. GELLINGS D. FRANKUM K. OSWELL L. HODGSON D. DYE JV00021dms022691BTJV0002 PS IL 406-AB.da-n AS-BUILT ISSUED FOR CONSTRUCTION REVISION REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER 716110 ims CONTRACT NO. LOCATION NO. 06/1612008 KOO C-7296 DATE BY 0 TH W A Sys 61 A 0 . A# c:> -0 43352 G/ S T E.RF'� FSS/ 4N AL P.E. STAMP BOX .........»..... T_i ni j O Zj W ILI zw walm Lu .j x co) W W (1) FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. T. 23 N., R. 5 E., W.M. w, _j 0 . ...... 0 60 100 ZVI SCALE IN FEET ir IJ 110 ev_ if -4, 0 0 if if L j 0'al 16 I ;,+.. . cf J L.o,4 87 A 'h 87 9, p w Ag, '90 v 4y 91 w if f do f CR If w ol j do- ----- w V, do co ��\ 4 W hl� i W w vv w 0 cyo w w 124 f'w w A 'op w - 2 -a If w 2 3 W w w - w w w i . ......... w _,z w W 22 f w �o I w w op W f o p I p bp op op.1--f op op op p 0 V" op . ......... 4m. op Op x/ W W 010 op _42)-op op ov . . . . . . . . . . uen.,� O + - — - - - - - - - - - - - - - - - - - - - - `\ . ..... ..... f .... ......... w, .... ..... .... L _f xx . ......... — — ---------- . ... .......... A Vol. ......... . .......... . . ... ..... ......... . . . . .... .......... . .......... _s .. . ...... ......... 0 7 . ... ... -9sc ' - .. ........ . ..... . ..... . ......... . ..... . . ..... - Iju '117 ox� 125 ul �23 . ...... . ...... . ..... 119 121 Ul -90 .... ..... .... ......... ......... .... . ... ... a ........ ..... ...... -- - - ... . .............. "w %0_ _ /'-J-�' Iowa . .......... i .......... .......... ... ul — — ---- - - - - - — — - 7 — -- — -- — -- — -- 1112pp. ._4 . ... ...... . . ...... . . ...... 1-405 ------ - ---------- - -- . .......... . . . ..... .... . .... . . . . . .... .......... . ... . ...... ul if -LIN E • . .......... ...... U) 0 118 ....... - - -- - - ------ - ---- --------- 126 . .......... /9 \1 40 124 01AP . ..... 120 1 122 . w,..,„. . ......... .......... . . . .... .......... . . < x. Z7 r 2ON . ......... - -- . ...... . -07 . . ... ....... '71 72 - - -- - ------ . .......... .... ... . . ...... i _7 =7_: Zz . ...... ..... ..... ..... ..... ..... ...... . ..... ..... 2zm� zzx=zz 4/1 vy. . . . . . . . . . . . ..... _v - - v 010 0 w "y 0 0 0 AJ D 0 Cp _14TH__ST) __ - - - -.,- ll� s o n 0 . ..... "IQ R 5 128 o 2 3- 0 0 0 0 N U N UA M M ILLUMINATIO LE"E"' M 4 vy Dense ...,,,.«, S s "l-ree m s S s 1-10 13 . ...... - EXISTING NEW t ra} L., < µj RIGHT OF WAY i �y, (IIJ H GENERAL NOTES: 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES C:WorklProjectV 2:21:42 PM 811912010 dio J. GELLINGS D. FRANKUM K. OSWELL L. HODGSON D. DYE JV00021dms02269%BTJV0002 PS IL 405-AB.da-n AS-BUILT NDC 86 - LIGHTING REVISIONS ISSUED FOR CONSTRUCTION REVISION REGION STATE NO. 10 WASI JOB NUMBER 716110 ims 10131108 JMG CONTRACT NO. C- am 7290 0511612008 KOO DATE I BY 0 TH C, 0. sr. FED. AID WAs', of W A sl�, ti o FEDD PROJAO. 0 43352 MFG / S T E F'SS14NAL ENG\ L LOCATION NO. DATE P.E. STAMP BOX P.E. STAMP BOX /.Lj SKr ERE SERVICE CABINET ilh I N Q CONSTRUCTION NOTE T RT TRANSFORME&"BIK To 23 N., R. 5 E., W.M. 1 60 100 SCALE IN FEET AV / I 400' OP 0 0 A do 0 'A d do 40e Z 0 1---�do ,I--. CIO d X11- 'kl� "'kz" -, " 1b do 0 dO do 0 V do Go d ---- 0 o- d too 400P 0 0 80 do >< , 1. • x Ne do 0100 > - dO <x N 9A <�b do do 00 000 r<4, �yp d o 0 Ox Ob /5 4011� NNI'�', N, N11) /6) 0 '0 40' 0 N, 4-1 0 #401 1�b r 3. ISO op 0/ czvo "A N-1 op do ovx' 'Ilk do do N ✓ -"A IV -1- OP ,)z 124 -z' C, C/o 0/10. Old hhu N, 'x . - .k- I /� t 01 OP < Q 124 do OP 1> 400'\ K46 -rl ti Coe 26 121 ov A 41 X, 014�1- '9 /P ✓✓ 4001, _qb /77 All 2 'A' A 0 125 7 Z� V A0 SL16 co `z 0-1 X" ✓/✓- P 712\4 % -y- 136 .. . ........ ......... d --133 ------ . .. . . .... ........ . Z y- 4 1P 0 129 12 ----- ----- -4 /* A 1-40 131 r -z- 1-405 /z- R11 z 01C -7� 23N A/ 0 Z .4- 130 134 Fl 2 0 .0 q0 12 17 , .0 132 7 2 1/4 �x CIS, 41 N 131 Z 1 11 e, 11 %k6 k . R f 4 -7 Z z x 1/ /411 <7 �7 -4 1/y Ile d 41 40e 30 f 4,0F 4OF 41 co 0 S TJN SUA 2022 t I j I ==ff E A 4�W of'3�.r ;�, \\ »' k TY 1480V 40' 29 ILLUM NATIO'N L E G' E N muft 1A, /o/ 7 /> E 240 41 / 4S111z i`` 1 lI ��1 �l j /ft ��G�l fr ' f 7 I e/ I N-1 (3-t Z, /41/ Z RIGHT OF WAY JUNCTION BOX TYPE I (TYPE 4 IF IN PAVED AREA) FILE NAME TIME DATE PLOTTED BY DESIGNED By ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. GENERAL NOTES: 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES C:XWorkXPrqjectV 2:21:47 PM 811912010 d10 J. GELLINGS D. FRANKUM K. OSWELL L. HODGSON D. DYE JV0002Xdms02269XBTJV0002 PS IL 406-AB.da-n AS-BUILT NDC 86 - LIGHTING REVISIONS ISSUED FOR CONSTRUCTION REVISION REGION STATE FEDAID PROJ.NO. NO. 10 WASI JOB NUMBER 7/6110 JMS-q 10/31108 JMGE CONTRACT NO. LOCATION NO. 05/16/2008 KOO C-7295 DATE, BY 0 TH WA 'A 0 CD 352 MFG / STE?, A PONAL P.E. STAMP BOX DATE N. -e LIGHT STANDARD DOUBLE METAL LIGHT STANDARD SINGLE METAL UNDER DECK LUMINAIRE /.-L-j SERVICE CABINET — -- — -- CONDUIT • As WIRE NOTE CONSTRUCTION NOTE LJ ITI TRANSFORMER CABINET (SEE ITS PLANS) sulk rM 9% W A U I G"'N 10 iff" Au" FkA G` k EEO 4 0 6 C, 0. ST. (g W A S,411 INTERS AM Washington State GAP Department of Transportation 1-40go Plot 13 o '�� : �Z Corridor Proowrarn Aft ILI z T'01`6 OftowoIN U ZK b 1-405 wE 7 T A G" I - I Nnm G" /0 DAVID EVANS ANoASSOCIATES me. BILIFINGER. BERGER 415 - 118th Avenue SE SHEET 194 Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 OF -0 DATE— TRI-STATE CONSTRUCTION, INC. A 392 ILLUMINAT 100ft N P L A N P.E. STAMP BOX SHEETS 11 42 41 "A 35 MATCH LINE S R181 -N B406 13 +41 S �� rc N SEE SHEET IL4 I IV / ° xy- 'F �i'�ET �8y 4 39 �� t �L.4 # ` ' 4 i &A . "N i f I w. CV Of L # \ ( f f T. 23 4 —EXISTING SUA 3302 z-12 -1240 k k t NZ N "�^• � �� ~. 'S'��'\ro ' � � y ^.'sw•`t - +a, t f jl ff f f yy 9, � � e"`�^., \ z �" n s 1 t 16 ys T �• ��� i f+ � 3 141 +�Q 1 V f� • ( • I f / ,, �y l i f 12 # , W i It ''`' y l� ✓�`g� - '� j t � f f e f f � Y i t ' 140 t / i 140 t � Ifs c• f • j t ' t 0 7 jf .. 18 f /# # i 18 j1 f�Ai 46 to j� f } cN� � f � f f /t � j fit • ���� ' jjf} j ## l! i J f f f F7 /t fi •� ffjj f � I I w. t if l� ..�j I r s �, i i f V 140 .. y ff f tf h j ...... 4" N l l " # ! 7 , v' '�, � f�z' '�< 1 ^Ca si f jff F �f � , r "„", j� � � ^-.•. /k. 0 i,..i � (T FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. GENERAL NOTES: 1. SEE SHEETS ILN1, ILN2 & ILN3 FOR CONSTRUCTION NOTES, LUMINAIRE SCHEDULES AND WIRE NOTES C: 1WorkiProjectW ise%BTJV00021dms022691BTJV0002 PS IL 405 2:21:52 PM 8/19/2010 d10 J. GELLINGS D. FRANKUM K.OSWELL 1 AS -BUILT L. HODGSON ISSUED FOR CONSTRUCTION D. DYE REVISION 11 716/10 JMS' 0511612008 KOO DATE BY REGION STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER CONTRACT NO. LOCATION NO. C -7295 Nol Rm 5 E01 WOMS ILLUMINATION EXISTING NEW �'--- -��' -- RIGHT OF WAY JUNCTION BOX TYPE 1 (TYPE 4 IF IN PAVED AREA) 0 50 100 ,f� ® JUNCTION BOX TYPE 2 (TYPE 5 IF IN PAVED AREA) SCALE IN FEET L ,I JUNCTION BOX TYPE 7 (TYPE 6 IF IN PAVED AREA) H JUNCTION BOX NEMA --�-� LIGHT STANDARD DOUBLE METAL °- - '-- LIGHT STANDARD SINGLE METAL ;71 UNDER DECK LU INAIRE " ~ SERVICE CABINET ,;\ \ \n, CONDUIT WIRE NOTE 6 CONSTRUCTION NOTE \�, `,\ \ y y ,�♦ ,� LT� TRANSFORMER CABINET (SEE ITS PLANS) r ,'y EXISTING SUA 4047 TYPE E 2401480V I\ ) N^4'S A kill r A / 52 Al � Z ;% r y f •i'# f� � { t � j, f1 �r 's.i %� ! J / , �� ��iN' 4S`. � �-'� %� \ � \\`\� ; t i ` # #� s • ��1 �„ p Sf }f '.:,.p'�"" .nt� ft / 3 { r,. ^'� N '/y'4 \• � s; �8 ,�"N c* t,„ AD, ✓ f .N� y� y' ey y 5 yt i ' ' ^w'70 N'', .'�''N ^" , ti N`N'' .! �' � "� � y�\ cs ✓''.' . oht: '.E jj t#t � f � `N^ yN N ~\ ✓+"=c'M' y � 4 y � tt j N k � E i: {t i sew 'v ✓ °,� a �* �, y y ' i, + „r iwS sa 4," QD 1A Al Is k \ y s 53- is \,\ f \ . ♦ s c Arlo Y� t ' \ MATCH LINE SEE SHEET IL4 dLjP �N1 THE�y Q� of W A Sq GF --, c� -� 43352 G/ S T ER�� ��<v SS/ / 4N AL ENG\ DATE P.E. STAMP BOX S M° ST L/ INTER Washington State of W A Sq OX,, ® Department of Transportation 7aj ! ° Co 0 Zr` 9 T -26901 D Plnf 1d 11 I C� 7 I/ BREAKER SCHEDULE EX. SUA 4047 TYPE E SERVICE 2401480V CIRCUIT DESCRIPTION BREAKER RATING CONTACTOR SIZE LOAD (KVA) LOAD MAIN 100A N/A EXIST A ILLUMINATION 20A 30A 8.94 B ITS 20A N/A EXIST - SIGNAL 60A NIA EXIST 6 2S • --{ 3S 1 S 2�� I 6-- - 3 I I I I 5 r i s 10 8 I �\ ES 616 CKT B RT71 v- I �Sl /9 SIGNAL I I FT71 CKT A I I V- IN I I I I SERVICE (240/480V) SUA 4047 TYPE E BREAKER SCHEDULE EX. RENTON 43738 TYPE P -1 SERVICE 120/240V CIRCUIT DESCRIPTION BREAKER CONTACTOR LOAD RATING SIZE (KVA) - MAIN 100A N/A 9.19 F ILLUMINATION 30A 30A 5.34 10 I I I �I �I UI ( i i I I 29UD 28UD 27U 26UD 25UD i i i 9 SERVICE (120/240V) SERVICE 43738 BREAKER SCHEDULE TYPE E SERVICE 2401480V 5 4 � 3 2 1 _ of (25 KVA XFMR) I i m1 I �I U I SERVICE (240/480V) SUA 4269 FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:1Work1ProjectV 11:16:36 AM 6/2012010 d10 J. GELLINGS D. FRANKUM K. OSWELL L.HODGSON D. DYE 1BTJV00021dms022691BTJV0002 DE IL 405- AB.dan AS -BUILT NDC 86 -GRAPHICS CLARIFICATION ISSUED FOR CONSTRUCTION REVISION FEDAID PROJAO. i 7/6110 JMSTJ 1013010$ IJMGECONTRACT NO. LOCATION NO. 6116/2008 KOO (;_7295 DATE BY � TH[ Q� 3V W A Sys G'F -0 43352 1 S T 01 FSS� ON A L �NG\� P.E. STAMP BOX DATE C S, JD Sy141 ON A EN 14 D TE P.E. STAMP BOX AVW Washington ashington State 1 TE V Department of Transportation 0 C® DAVID EVANS iLFiIUGER BERGEN wwoASSOCIATESmc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC Cie' a�cair t'art.��aciiag "A SHEET 201 OF 392 SHEETS 11 6" X 6" X 4" NEMA 4X JUNCTION BOX WITH I FOR 1 1/2" DIA. THREAC CONNECTION. SEE PLAI FOR LOCATION FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. SEE *AS REQUIRED TO MATCH LUMINAIRE ATTACHMENT LOCATIONS. 1 14 9;1 INSTALL 1/2" MIN. STAINLESS STEEL MECHANICAL ANCHOR PER MANUFACTURES REQUIREMENTS 12 GI UNUCKUCUM LUMINAIKC. ATTACH TO THREADED RODS PER MANUFACTURER'S REQUIREMENTS. SEE SHEET IL3 FOR LOCATIONS. 'Ile .� 66TH AVE. S. BRIDGE NOT TO SCALE STEP 1 -TURN OUTER NUT TO ALIGN VERTICAL HANGER RODS STEP 2 -AFTER PROVIDING A TIGHT FIT BETWEEN FABRIC PAD AND GIRDER WEB, TURN OUTER NUT ONE FULL TURN AWAY FROM CONCRETE (TYP. FOR BOTH ENDS OF HORIZONTAL BRACING) STEP 3 -TURN INNER NUT 1/3 TURN AGAINST STEEL BAR AFTER SNUG TIGHTENING L 3'/2X 3'/2X3/8 ( AASHTO M 183) \— 7/8' BOLT ( AASHTO M 164) 1/2" STEEL BAR 4" X 4" SQUARE ( AASHTO M 183) '/2' FABRIC PAD 4'X 4' SQUARE, BOND TO STEEL BAR WITH APPROVED EPDXY. DETAIL A C: XWorkiProjectWiseiBTJV0002 \dms022691BTJV0002 D 2:28:41 PM 8/1912010 dlo J. GELLINGS D. FRANKUM K. OSWELL L.HODGSON r r NOTE: ALL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M 111 OR AASHTO M 232 405- AB.dan AS -BUILT ISSUED FOR CONSTRUCTION REVISION ROD, SIZED TO tE ATTACHMENT 1/2" MIN. K 3/8 OSEE ITD 27 FOR CONDUIT SUPPORT DETAILS. DELETE THE REFERENCE TO THE ATTACHMENT BOLT. INSTALL 114 OR 5/16 INCH STAINLESS STEEL POWER BOLT, KWIK BOLT OR APPROVED EQUAL MECHANICAL ANCHORS WITH A 1 1/2 INCH MAX. PENETRATION DEPTH. ATTACHMENT LOCATION IN GIRDERS SHALL BE APPROVED BEFORE INSTALLATION. 1/2" STEEL BAR 4" X 4" SQUARE ( AASHTO M 183) , L 3 1/2 X 3 1/2 X 3/8 ( AASHTO M 164) I 1/4_ —.. CV ' C14 ' 1/4 N ( N i 2 I 2.. No I Y_ STEEL BAR, FABRIC PAD, 7/8" DIA BOLT & 1" DIA HOLE SECTION B REGION STATE NO. 10 WASI JOB NUMBER 716110 J MS CONTRACT NO. 6/16/2008 KOO 0,_7295 DATE BY FED.AID PROJ.NO. LOCATION NO. 1/411 2" 1 211 TYP. I CC 1" DIA HOLE FOR 7/8" BOLT SECTION C � *aT Hf � c Q of A Sys Fl CD c-) �0 43352 MFG l S T E. R�`O G\ FSSI4NAL EN P.E. STAMP BOX DATE AdW FA S 0. ST. E Washington State J 0 IN im o f W A s1l 5 W Department of Transportation 0 Corridor Y w 1� DA P.E. STAMP BOX DAVID EVANS y iLFiNGER BERC:ER AmDASSOCIATES me. „ 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC f;envca� C`anL�cxcEarg SAEET OF SHEETS SIGNAL HEAD DISPLAY NOTES To 23 N, Ro 4 Eml WoMm }% a R ,'f 43B L43A £ , 0 ST®PBAR a R ® R Y a R 13 10 J a ® SIGNAL PHASE DIAGRAM 0 ©Y 0 �Y .� 01 02 03 (34 O G G LL £ , I w , -, SCALE IN FI 1 VEHICLE VEHICLE VEHICLE VEHICLE PEDESTRIAN ££ 1. 1,0 ' £ £ SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS i` •� "� 21 22 61 62 11,51,52 42 41 28, 29,48,49 � .� . � F,,. `� - -• .. ..........»'.».m..w. ^.....,. ,... ..�.» if > vow r £ £ 16£ 1. ALL VEHICLE HEADS SHALL HAVE 1211 LENSES, BE LED TYPE, AND If HAVE BACKPLATES. £ 12 { £ 2. ALL VEHICLE HEADS SHALL BE INSTALLED ON TYPE "M" MOUNTING. 05 06 s LJIB L41A 3. ALL PED HEADS SHALL BE LED TYPE. ,� -- • VEHICLE MOVEMENT "' ' CA , 9 15 9 9 4. PEDESTRIAN HEADS SHALL BE INSTALLED ON TYPE "E" SIDE ££ — PEDESTRIAN MOVEMENT �., MOUNTS: 3 5 £ eeK SIGNS /////77777/7// 7 . 1 ;£ - ,- ` Ri Jry . S 15 6T ST f� S£ , i x it m 12 — _ —_ { l Z _ INTERURBAN AVE S BE - `` _ 181 » ....... ..........._ F W VALLEY HWY ' , ••• IIV T p11RB 4N AVE CK) 0 0 S 156TH ST 129;w A, �ff NORTH SEE STREET NAME SIGN DETAILS ON SHEET TS 5 �ONLY ONLY,' 'ONLY • GENERAL NOTES R3-8LL MOD • • SR 181 W 0 VALLEY HWY 5 61 2 15 _ —__ L51A 11 """"i --- -- L A _ _ - ETCH LINE — _ .. W,......._ »_„ .,..,_ _.� �.....- _.._ ... L 51 B _. "-2 L 2B A ,... w.___......_ »,.._ ...._w_.... 21 ». ». L 21 A »^ 4 to 6 r » »..�..... ._ L 2 3 A r 16 22 !05 ...... . . . . . ........ . ............. 4 5 6 5 2 9 9 10 M 0000 A. " ♦ �h r" , ♦ 71 » .,.. ..... .......... m . ..,.. »_ ..i . — »... .,.. ..,. .... ,. �, MY Lna »...... ////00�zzwz 777-7 t i ». . »„ �..... »..... O ON 9 10 1 � 9 10 2 4 4 7 3 3 2 1. SEE SHEET TS 2 FOR LEGEND. 2. SEE SHEET TS 2 FOR CONSTRUCTION NOTES. 3. SEE SHEET TS 2 FOR WIRING SCHEDULE. 4. SEE ILLUMINATION PLANS FOR POWER AND ADDITIONAL WIRE NOTES. 5. SEE WSDOT STANDARD PLAN J -8c FOR TYPE 3 INDUCTION LOOP DETAILS. 6. SEE WSDOT STANDARD PLAN G30.10 -00 FOR MAST ARM SIGN INSTALLATION. 7. MAINTAIN EXISTING SIGNAL SYSTEM DURING CONSTRUCTION. FILE NAME C: XWorkiProjectWiseIBTJV0002 1dms02269XBTJV0002 PS SG 405- AB.dgn TIME 2:42:06 PM DATE 8/19/2010 PLOTTED BY dio DESIGNED BY R. JAHNS ENTERED BY L. CHAN CHECKED BY W MADDEN ® AS BUILT PROJ. ENGR. L. HODGSON IFC REGIONAL ADM. D. DYE REVISION PUSH BUTTON SCHEDULE 00 L31 , ,SIGN ARROW. 'r �0 i r� DIRECTION h r� £ F 5 r RELATIVE • i 3 f f a BUTTON r' r 1{ r' 1' 'r mom i { }£ £ f • A& * SEE SIGNAL STANDARD DETAIL CHART ON SHEET TS 4. REGION STATE NO. 10 WAS JOB NUMBER 7/6110 MS CONTRACT NO. 5116108 RJ C -7295 DATE BY PREEMPT SCHEDULE 0� 00 L31 , 0 'r �0 i r� * EXISTING -d�� :• ►• LOCATION NO. R. �0 Gr T l Ro S 1 ssjONAL 1' DATE P.E. STAMP BOX F,5 Mo S WA e 2 G� /ON AL D TE P.E. STAMP BOX iF t L31 WA" L31 , 'r } i r� COD h r� £ F 5 r 'r 3 f f a £ co a r' r 1{ r' 1' 'r i { }£ £ f s E r i £ r £ £ f iF L31 WA" L31 , 'r i r� COD h r� r 'r a £ co a r' r 1{ r' 1' 'r r, l� r' itaximE 1*1 1*1 14 9 ii WIRING SCHEDULE CONDUIT SIZE EVP 3CS LOOP LEAD -IN 2CS SIGNAL HEAD 5C SIGNAL HEAD 7C PPB 2CS ILLUM. #8 INTER - CONNECT NOTES 1 EX 3" 2 EX 1 -6SMFO 2 EX 2.25" 4 EX 1 -6SMFO 3 21! 1 4 311 1 1 1 1 2" 5 EX 2" EX 1 -6SMFO 6 EX 3" 1 8 1 1 2 EX 2" 2 7 2" 2 8 EX 3" 4 9 2" 2 3" 1 3 10 EX 2 °° EX 1 -6SMFO EX 3 °' 2 EX 3" 1 2 3 1 11 3.5'° 1 4 3 1 2 12 EX 3.5" 1 4 3 1 2 13 EX 4" 1 4 3 1 2 EX 4" EX 1 EX 7 EX 2 EX 3" EX 1 -6SMFO 14 EX 2" 31 EX 1 EX 2 1 4 EX 2 -6 S M F O EX 3" 141 EX 7 7 15 2" 2 3" 1 3 1 16 2" 2 2 °0 SPARE O CONSTRUCTION NOTES 1 INSTALL A TYPE III SIGNAL POLE AND FOUNDATION (SEE SHEET TS 4). INSTALL FOUR SIGNAL HEADS, ONE OPTICOM DETECTOR, ONE INTERSECTION LANE CONTROL SIGN AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE TERMINAL CABINET ON THE SIGNAL POLE. INSTALL ONE LUMINAIRE AND LUMINAIRE ARM. RELOCATE EXISTING CCTV DOME CAMERA AND ARM FROM THE EXISTING ADJACENT SIGNAL POLE TO THE NEW SIGNAL POLE PER MOUNTING DETAILS ON TS 5. REROUTE EXISTING CAMERA CABLE TO RELOCATED CAMERA. POST AND FOUNDATION i PUSH BUTTON ON POST. /---\\ INSTALL A TYPE II SIGNAL POLE AND FOUNDATION (SEE SHEET TS 4). INSTALL TWO SIGNAL HEADS, ONE OPTICOM DETECTOR, ONE INTERSECTION LANE CONTROL SIGN AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, ONE PUSH BUTTON ASSEMBLY AND ONE TERMINAL CABINET ON THE SIGNAL POLE. 4 INSTALL A PPB POST AND FOUNDATION (SEE SHEET TS 4) A MINIMUM OF 10 FEET AWAY FROM POLE #2. INSTALL ONE PUSH BUTTON ASSEMBLY ON PPB POST. INSTALL A TYPE III SIGNAL POLE AND FOUNDATION (SEE SHEET TS 4). INSTALL 5 THREE SIGNAL HEADS, ONE OPTICOM DETECTOR, ONE INTERSECTION LANE CONTROL SIGN AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PUSH BUTTON ASSEMBLY AND ONE TERMINAL CABINET ON THE SIGNAL POLE. INSTALL TWO LUMINAIRES AND TWO LUMINAIRE ARMS. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. C:1WorkXProjectV 2:42:10 PM 8/19/2010 dlo R. JAHNS L. CHAN M. MADDEN L.HODGSON D. DYE ,XBTJV0002Xd ms02269XBTJV000 AS BUILT IFC SG 405- AB.dgn REVISION OMAINTAIN AND PROTECT EXISTING SIGNAL CONTROLLER CABINET AND SERVICE CABINET. REPLACE EXISTING WIRING WITH NEW WIRING AS NEEDED TO KEEP SIGNAL FULLY OPERATIONAL. O� REMOVE AND BACKFILL SIGNAL POLE FOUNDATION AND SALVAGE SIGNAL STANDARD AND TRAFFIC SIGNAL FIXTURES. REMOVE ALL OTHER ASSOCIATED EQUIPMENT AND WIRING. $ REMOVE JUNCTION BOX. INTERCEPT AND EXTEND EXISTING CONDUIT(S) WITH THE SAME SIZE AND TYPE CONDUIT(S). O9 MAINTAIN AND PROTECT EXISTING JUNCTION BOX. 10 INSTALL NEW 1.5" CONDUIT STUB -OUT. 11 INSTALL NEW TYPE 1 JUNCTION BOX. 12 INSTALL NEW TYPE 7 JUNCTION BOX. 13 INSTALL NEW TYPE 4 JUNCTION BOX. 14 NOT USED. m 1 IN 15 MA NT W ND PROTECT EXISTING SIGNAL POLE. REGION STATE NO. 10 WAS JOB NUMBER 716110 MS CONTRACT NO. 5116/08 rRji (;_7295 DATE BY CSC • R . 0 R. 0 39865 5 T 1 ss�01VAL DATE P.E. STAMP BOX �` of IN A L 'V' LVJ LVJ ME HEAVY DUTY JUNCTION BOX TYPE 4,5 FT71 F_x-i SIGNAL CONTROLLER CABINET V_1N ELECTRICAL SERVICE CABINET — �--- TRAFFIC SIGNAL POLE W/ MAST ARM ® PEDESTRIAN PUSH BUTTON POST --�� —► VEHICLE SIGNAL, HEAD too- VEHICLE SIGNAL HEAD W/ TURN ARROW —# —► PEDESTRIAN HEAD ■ OPTICOM DETECTOR r • • LUMINAIRE CONDUIT r • •• 0 TRI -STATE CONSTRUCTION, INC. ow "Id e"lu"wnq T- 269026 im SHEET 204 OF 392 SHEETS FIELD -_WIRE _TERMINATIONS � CABINET WIRE TERMINATIONS J TERMINAL CABINET 1 � SIGNAL HEAD si SIGNAL HEAD 21 SIGNAL HEAD 22 PED. HEAD is DETECTION INPUT TERMINALS E- R 651 R R 621 R R 621 R COORDINATION 652 0 Y 622'-0 Y 622 0 R 621 R R 7 R R 7 W E-G 653 G C 623 G G 623 G 0 622 � � 722 G G 722 654.—B 624 B 624 g G 623 � W-723 w W 7 TB 2 TB 3 T60 656 W 626 W 626 W B 624. 8 B 726 B B 726 11 B 816 1 I1D �lU �U AD 1 856 B 51A�g BL 541 Q w 626 w 0-727-0— 0 727 W 817 2 IlE J1E 2 857 W w 542 B 818 3 I1J J1J 3 858 B OR 543 12 Ohl L �5L 52A, B W 81.9 4 I 1 K J 1 K 4 859 W w 544 f Y 652 o POLE NO, 1 p 652 0 E.V.P. A 24 8 921 5 I20 �2U �� J2D 5 961 B 64 GN 545 5A1 0 W 922 6 I2E J2E 6 962 W W 546 F G 653 G G 653-- G 5A2 Y B 923 7 I2J J2J 7 963 B BR 547 654 g B 654 B 5A3 L 25 W 924 8 I2K q'2L �L J2K 8 964 W 65 w 548 656]-w w 656 w TO 925 9 I3D J3D 9 965 GR 549 SIGNAL HEAD 52 CONTROLLER 926101 I3E �2U �� J3E 10 966 w-550 TB1 T82 123A, B B 92711 I3J �2L �� J3J 11 967 B 63A B BL 551 W 9281 I3K IJ3KII 968 W R 552 TB 4 TB 5 B- 826 1 I40 J4D 1 866 B SERVICE PANEL 21A � � J4E 2 $67 yy 61A SIGNAL HEAD 41 SIGNAL HEAD 42 TERMINAL CABINET 2 Q PED. HEAD 29 W 827 2 14E <h2U R 64t R R 641 R P.P.B. 29 21B B 828 3 I41 q,2L �L J4J 3 868 B 616 TBS R 641 R � 7 R R E72 W 829 q IqK J4K 4 869 W F G 643 G G 643 � � 642 0 B� 722 G G �9 724 B 836.5 I5D J5D 5 876 —B- 501 1 AC+ G 643 G FWB- 7 23 w w 723 725 w �3U �'7U GRD 2 CG 644 B E G 643 g 837 6 I5E J5E 6 877 646 w 646 B 644 B 726 B B 726 — W 502 3 AC- w W 646 W 727 0 0 -J-127 838 7 I5J 03L �7L J5J 7 878 839 8 I5K J5K 8 879 q PED. HEAD 48 941 9 I6D J6D 9 981 5 POLE NOe Z R 741 R R 741 Am � E.V.P. B 9421 I6E �U `b8U J6E 1 982 G 742 G G 74 943 11 I6J J6J 11 983 W 74 w w 74 581 0 944 12 I6K �L �8L J 6 12 984 B SB2 Y 74 7 0 0 746 7 563 L ro TB 6 TB z AUXILIARY PREEMPTION CONTROLLER 945 1 I7D 17D 1 9.85 (CONNECTED VIA 262W WIRE HARNESS TB1 T82 946 2 I7E 0>4U OU J ?E 2 986 TO M262 DISCRIMINATOR) B 947 3 I71 J7J 3 987 TB10 43A,6 W 948 q 17K ch4L qb8 L 17K 4 988 1 2 3 4 5 6 7 8 9 10 11 12 B 846 5 I8D J8D 5 886 -B A &C A &C A I A I C C IB&DIB&DI B I B I D D 41Q W 847 6 I8E 444 U qb8U J8E 6 887 —W 31A AUX AUX AUX AUX AUX AUX AUX AUX AUX AUX AUX AUX TERMINAL CABINET 3 41B B 848 � 7 I8J L � L J8J 7 888 -B 3 B SIGNAL HEAD it SIGNAL. HEAD 61 SIGNAL HEAD 62 Q W 849 8 I8K J8K 8 889 — W � 0 BL Y Y 0 BL Y Y f-R 61.1 R R 661 R R 661 R 911 9 I9D J9D 91 951 2 2 q2 C2 2 2 B2 2 E Y 612 0 Y 662 0 Y 662 0 R 661 R 912 10 I9E J9E 101 952 E G 613 G G 663 G G 663 G 0 662 p 931 11 I91 J9J 11 971. 614 g 664 B 664 g G 663 � 616 w 666 W 666 W B 664 B p.P.g. 49 932 12 I9K J9K 12 972 W-_ 666 W 744 B TB 8 TB 9 PEO. HEAD 49 745 w 1 1 POLE NO. 3 R 611 R R Tql R R 741 E.V.P. C 2 p�_ 2 5AC3 BL A &C NOTE: TERMINATE ALL WIRING IDENTIFIED AS 0 612 0 G 742 G G 74 � '� 3 8 613 G W 743 M► W 7'1 5C2 � PP B 724 4 I 120 <h2P EVA 12K q 5A23 BL BAD BUSS* 6.6 AND 7�3) AT THE. AC- 614 B B 7q6 g g 746 PP 4 4 B 744 5 112J �p4P EVC 12 5 5C2 Y w 6t6 w 0 747 p p 747 5C3 L TO PP 8 2 48 49 W 6 I12K COM DC+ 12 6 5AC1 c 0 = C 11 LA&C SEAL AND COIL ALL SPARE CONTROLLER 7 I13Dqh6P EVB 13 7 562 Y CONDUCTORS AND STORE NEATLY ON THE Tel T82 8---113J qb8P EVD 13J 8 5D2 Y D CABINET FLOOR. 9 I13K COM DC+ J.1 3E 9 5BD1 c 0 =B&D 10 RRILJ14DIO 516 11 RR2 14111 517 P.P.B. 48 12 COME 14E12 518 744 B—i TO 745 rW — CONTROLLER POLE NOe 4 DISPLAY OUTPUT TERMINALS P724B'B2� TO 41 R 641 101 �p4R 28 0 721 113 �2DW R- 611 125 qP1R 725 W— CONTROLLER 42 G 0-642 102 qb4Y 643 103 cpgG 29 Bi 5A4 114 EVI A 11 0— 612 126 <hl Y POLE NO. 5 722 115 W G- 613 127 (PIG 149 G 742 106 qD4Wg IIFG- 63 3 118 qb3G 22 G- 623 130 qb2G 681 107 qb8R 761 119 DW 51 R- 651 131 qhSR 682 108 qb8Y 5C4 120 EVIC 52 0 -652 132 qb5Y 683 109 4>8G 762 121 <h6W G- 653 133 qb5 G 781 110 Iqb8DW 671 122 qb7R R- 661 134 <h6R 5D4 111 EVID 672 123 �7Y 61 0- 662 135 06Y 782 112 P8W 673 124 qp7G 62 G- 663 136 �P6G 11 FOUNDATION DEPTH TABLE ALLOWABLE LATERAL 45' XYZ (CUBIC FEET) BEARING PRESSURE FOUNDATION TYPE II.III AND SO MAST ARM STANDARDS (psf) TYPE 600 900 11,200 1.500 1,p900 2 300 17.5' 3' ROUND 10' 10' 11' 11' 13' 15' 10000 3' SOUARE 8' 8` 9' 9' 10' 11' 4 SECTION 12" 4' ROUND 8 8' 9' 9' 10' 11' 20.8' 3' ROUND 8' 8' 9' 11' 13' 15' 19500 3' SQUARE 7' 7' 7' 8' 8' 9# 18.5' 4' ROUND 7' 7' 7' 8' 8' 9° 3' ROUND 6' 6' 7' 11' 13' 15' 29500 3' SQUARE 6' 6' 6' 6` 7' 7' 4' ROUND 1 6' 1 6` 1 6' 6' 1 7' 1 7' THIS TABLE BASED ON A 0 VALUE OF 2600 FOR DOUBLE MAST ARM STANDARDS WITH 900 BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 900. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE s / • BARS CV i O J U s N D I A o PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT, +1 "" MAX , �•— 2�/2'" CL #4 HOOPS9 RD* OR SO. AT 1' -0" APPROXo CTRS. 3" SO* OR RDo9 OR 4' RD* PAVED TYPICAL E S I GNAL ARM ATTACHMENT POINT SURFACE ..r J U N • POLE ORIENTATION ANGLE ( P.O.A. ) DEGREES CLOCKWISE FROM OFFSET LINE TO OOPOINT �S Cj O L11- pq0*q Y� ,�OCKWISE rn LOCATION STATION SIGNAL STANDARD IDENTIFICATION TAG , POLE ORIENTATION AND ATTACHMENT POINT DETAIL a be co do eo f 90 ho to jo LEGEND Vehicle Display Sign Street Name Sign Pre -Empt Detector Deleted (10/22/90) Luminoire (Shoebox) Pedestrian Display Cabinet PPB -M Hondhole STD. N0. XX SRXXXv MP XXX.XX -- MANUFACTURER APPROVED DWG* XXXXXXX FAB* X /XX /XXXX SIGNAL STANDARD NO. STATE ROUTE AND MILE POST N0. APPROVED DRAWING N0. FABRICATION DATE 33MM 1 ! 1 MANUFACTURER APPROVED DWGo AB12345 FA- NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125 " RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6 ABOVE HANDHOL E ; SIGNAL MAST ARM - LOCATED WITHIN 6 "" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16" HIGH STAMPED OR EMBOSSED. B I � TYPE PPB PPB POST i i i _ ' •• i 2 1 i 1 1 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE 1 1 1 1 1 i 1 1 1 i 1 1 1 1 I I 1 1 � 1 � 1 ' 1 i 1 i 1 1 LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 , 1 1 ' 1 ROADWAY TYPE II MAST ARM SIGNAL STANDARD SIGNAL STANDARD DETAIL CHART TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD '**�CURB OR EDGE OF. , , 1 I MR f' 40' 45' 50' 53' ° 150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 1902' 16.5 20.9' 16.5 22.0' AA ISSUED AT RISK 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 1917` 16.5 20.8' 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' 0 E181 19+256o6 I I 1 1 � 1 � 1 ' 1 i 1 i 1 1 LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 , 1 1 ' 1 ROADWAY TYPE II MAST ARM SIGNAL STANDARD SIGNAL STANDARD DETAIL CHART TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD '**�CURB OR EDGE OF. , , 1 I MR f' C: 1WorkiProjectW iselBTJV00021dmsO22691BTJV0002, 1 I 1 1 2:42:16 PM DATE 8/19/2010 1 PLOTTED BY dlo ' H R. JAHNS H 1 ENTERED BY L. CHAN h' I I 1 1 � 1 � 1 ' 1 i 1 i 1 1 LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 , 1 1 ' 1 ROADWAY TYPE II MAST ARM SIGNAL STANDARD SIGNAL STANDARD DETAIL CHART TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD '**�CURB OR EDGE OF. , , 1 I MR f' C: 1WorkiProjectW iselBTJV00021dmsO22691BTJV0002, TIME 2:42:16 PM DATE 8/19/2010 PLOTTED BY dlo DESIGNED BY R. JAHNS �������mmmmmmmmmmm��mmmmmmmmm���mm000mmoo���� ENTERED BY L. CHAN NDC 28 - IFC CHECKED BY M. MADDEN NDC 26 PROJ. ENGR. L. HODGSON AA ISSUED AT RISK 0 E181 19+256o6 SEE BELOW E181 18+30*4 SEE BELOW E181 18+17o8 SEE BELOW =loam 1O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART, O2 FIELD INSTALLED° O3 MAST ARM LENGTH MEASURED FROM THE CENTER LINE OF SIGNAL POCEo FILE NAME C: 1WorkiProjectW iselBTJV00021dmsO22691BTJV0002, TIME 2:42:16 PM DATE 8/19/2010 PLOTTED BY dlo DESIGNED BY R. JAHNS AS BUILT ENTERED BY L. CHAN NDC 28 - IFC CHECKED BY M. MADDEN NDC 26 PROJ. ENGR. L. HODGSON AA ISSUED AT RISK REGIONAL ADM. D. DYE S_SG 405- AB.dgn REGION STATE FED,AID PROJ.NO. NO. 10 WAS 716110 MST JOB NUMBER 5/16/08 RJ 03119108 RJ CONTRACT NO. LOCATION NO. 02129108 RJ C -7295 REVISION DATE BY OV WEB,1 J' 018 T 1 ssIONA1 11 DATE P.E. STAMP BOX W A EXTRAPOLATED FOUNDATION DEPTHS FROM TABLE BAS ON A LATERAL BEARING T- 269028 Dlnf d �i 3/ • • NORTH 19.81 I S 156TH ST A f B S 156TH ST NORTH INTERURBAN -------- - -- 181 W VALLEY HWY i THE SIGN LEGEND AND BORDER SHALL BE WHITE WITH TYPE III REFLECTIVITY. THE SIGN BACKGROUND SHALL BE GREEN WITH TYPE II REFLECTIVIITY. TEXT SHALL BE TYPE D FONT. STREET NAME SIGN DETAIL 1. THE CONTRACTOR SHALL DRILL ♦ HOLE IN THE POLE, , . r r r ♦ , PUT A RUBBER 2. THE DOME CAMERA SHALL BE PLACED 3. THE COMPOSITE CABLE SHALL PULLED THROUGH POLE, 1" HOLE, THROUGH THE ♦ ♦ AND INTO THE CAMERA 3// MIN. /_ // onrKnn nr_n InTni -r r- TI i r- r-) Wo1l-IYE \0:1 4// MIN 6// MAX /J UNFINISHED CONCRETE /- 1 1 r-N r— /1 r SIDEWALK 6// (T Y P) Fo- FOUNDATION REINFORCING SHOWN FOR CLARITY. SEE SIGNAL POLE FOUNDATION /2// PREMOLDED JOINT FILLER FORM TO FINISH GRADE WHEN INSTALLING SIDEWALK • 0 ■ .ep.ryBa r.+. ■... y..err Aa A< ■ ■ a ■ • . s a s ■ t e ■ a ■ a B ■ ■ ■ O 4 r s • . • ■ t t • ■ t . t a t ■ t s ■ ■ • • t B . t t t t ♦ 4i/. \� t t ° ® a ■ . a ,♦ a L6.L■ ® ♦ 46.4.. • e • 4 , ` /, 4 ♦ , A ♦ e VV ® 0 ♦ e ft Q ♦ 4 ♦ 4 ♦ 4 e ♦ © ♦ 4 ® ♦ ® ♦ 4 e ♦ SIDEWALK 4// MIN- 6// MAX UNFINISHED CONCRETE SURFACE SIGNAL BASE I- J_ Ib Q ITS LEGEND TIME 9:20:49 AM New ® Type 1 Junction Box a0. s '� •, ,F` ° tea rz 91 Type 2 Junction Box 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING ® Type 4 Junction Box - m Type 5 Junction Box 1D WAS 0 Type 6 Junction Box m Type T Junction Box AS MAT ® ITS Cable Vault — PE ITS Pull Box IFD PIINDB ES Controller Cabinet :T. ❑T Transformer Cabinet ±�. IND Terminal Cabinet ,.. ® Fiber Optic Termination Cabinet " ® Communications Hub _ IRS Electrical Service Cabinet ® CCTV Controller Cabinet ® Shared HAP Sign and CCTV Controller Cabinet - -- ® VMS Controller Cabinet n Type R1 Round Induction Loop Vehicle Detector - b Wide Loop Vehicle Detector - Modified Wide Loop Vehicle Detector - m CCTV Camera --- ---- Conduit �- M+ Advanced Warning Signs Type 1 Signal Standard with Signal Heads „ - -� -� Type 2 Signal Standard with Signal Heads rt_. - :.- ___._• �—� —F Variable Message Sign (VMS) Sign Bridge r T Highway Advisory Radio Sign QWire Note OConstruction Note OSignal Standard Number TIME 9:20:49 AM .am mrz FIT) AID PROJ.NO. a0. s '� •, ,F` ° tea rz ?user °� m 811 a — 1W1 405 Corridor Program m x819cEA �� •� FIx` M��m- • .sr tonsraucnon,wc 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING ITN 1 NOS °A� 1D WAS PIAT}ED BY IoW NOW, DEEIBNED BY R. JAHNS AS MAT ran° W — —T 3E2 '""H° ENIERED ED LCMN IFD PIINDB RJ CHECKED BY la "WEN HDD ]8 - REVNIDNE [MEAN 0.I m^"� °I �° C -729li u"�'O1 ° PROJ.ENOR L HODGSON REDIOMAEL ADM. D. DYE MBUSp AT REN REVISION 9nnae DATE RJ BY ITS NOTES J M� W N Q O CONSTRUCTION NOTES: 1. Remove and salvage the following applicable ITS equipment: CCTV camera, camera pale, CC cabinet. ES cabinets, VMS sign structure, VMS cabinet. HAR sign structure. HAR cabinet, ramp meter, service cabinet, and transformer cabinet. Deliver To WSDOT NW Region Signal and ITS Maintenance Superintendent per Special Provisions. Give notice tive business days prior to delivery. Remove all foundations associated with the ITS equipment and restore area. 2. Maintain and protect existing transformer cabinet. 3. Install new 480V- 120/240V, transformer antl cabinet for ITS equipment per Transformer Details on ITD 17 and ITD 20 and Standard Specifications. See Illumination Plan for continuation of power. 4. Install one and leave one, for a total of two (2), new RuggedCom RMC40 Ethernet switches in the cabinet. The switch left in the cabinet is for future use by WSDOT in the Tukwila Pky & Southcenter Mall signal controller cabinet. 5. Install new RuggedCom RMC30 Serial -to- Ethernet converter in cabinet. Install serial his from the converter to the C2 port on the 170 controller. Install CATG cable from RMC30 converter to RMC40. 6. Install new RuggedCom RMC40 Ethernet switch. Install 2 duplex FC -LC single -mode patch cords between the patch panel and the RMC40 switch. 7. Install a new 12 -port patch panel and terminate 1 -6 SMFO cable from the Tukwila Hub preterminated patch Panel stub in cable vault. B. Install new Type 1 junction box outside of paved area per WSDOT Standard Plan J -lla and Standard Specifications. 9. Install new 334 series ES control cabinet per ITS Details ITD 14, ITD 15 and 1T0 16 and Standard Specifications. Installation shall include mounting the cabinet to its foundation. terminating power cables, grounding the cabinet and terminating communications cables. 10. Install new communication hub per manufacturer's specifications and contract special provisions. See ITO 18 far fiber patch panel installation. Furnish, disconnect and r ..a communication cables shown on the ITS Distribution Diagram on ITD 3 and equipment listed in Special Provisions from the existing Tukwila Hub then reinstall and reconnect in the new Tukwila Hub as directed by WSDOT ITS engineer. Provide WSDOT ITS engineer 30 business days notice prior to relocating equipment. 11. Intercept existing open bottom 25TA communications vault with new conduit. Coil 50 -feet of 1 -6 SMFO cable in vault for future installation into the signal cabinet by others. 12. Remove and dispose existing communication hub and all other equipment not salvaged. Backfill hole to match existing grade. 13. Maintain and protect existing cable vault. Coil antl rack a minimum of 50 -feet of each new cable Installed in cable vault. 14. Maintain and protect existing pull box. Coil and rack a minimum of SO -feet of each new cable installed in pull box. 15. Remove and salvoge the existing camera control cabinet and install new camera controller cabinet and Other accessories required to make the CCTV system functional per ITS Details on ITD 12 and ITO 13 and Standard Specifications. Controller cabinet installation shall include mounting the cabinet on the existing foundation, terminating power cables, grounding the cabinet and terminating communications cables. Install video and data transmitter and single mode fiber optic patch cord from fiber optic patch panel to transmitter. 16. Remove and dispose existing camera control cabinet and foundation and restore are.. 17. Install the new conduits on unistrut anchored to the underside of the bridge deck south of the southern most girder and install expansion and deflection fittings on bridge ends per ITS Details on ITD 26 and ITD 27 and Standard Specifications. 18. Install new Type 2 junction box outside of paved area per WSOOT Standard Plan J -I1a and Standard Specifications. 19. Install new Type 5 junction box or pull box with heavy duty lid per WSODT Standard Plan J -111b, J -15o and Standard Specifications. 20. Install new pull box outside of paved area per WSDOT Standard Plan J-15a and Standard Specifications. Coil and rack a minimum of 50 -feet of each new cable installed in pull box. 21. Install new cable vault with heavy duty lid per WSDOT Standard Plan J -15b and Standard Specifications. Coil and rack a minimum of 50 -feet of each new cable installed in cable vault. C -7295 22. Install new Type R1 loop vehicle detectors in speed -trap configuration per ITS Details on ITD 6, ITD 7. ITO 8 and Standard Specifications. 23. Install new Modified Wide Loop vehicle detectors per ITS Details on ITD 6, ITD 7, ITO 8 and Standard Specifications. 24. Maintain and protect existing junction box. 25. Install a new 36 -port 20 patch panel and terminate 1 -12 SMFO cable from CC -611 and 1 -6 SMFO cable from Tukwila Pky & Southcenter Mall signal. 26. Install new pull box with heavy duty lid per WSOOT Standard Plan J -15a and Standard Specifications. Coil and rack a minimum of 50 -feet of each new cable installed in pull box. 27. Install new Type 4 junction box or pull box with heavy duty lid per WSOOT Standard Plan J -]lb, J -15o and Standard Specifications. 28. Install new Type II Signal Pole with foundation, most arm. 2 signal heads. 2 signs, and all other accessories required to make the Ramp Metering System functional per ITS Details on ITD 4 and Standard Specifications. 29. Install new ramp metering stop bar passage and demand loops per ITS Details on ITD 6, ITD 7, ITO 8 and Standard Specifications. 30. Remove and salvage existing CCTV camera and install new camera by modifying existing pole to fit. Camera shall have LPED base plate. Remove existing Tema box (terminal cabinet) from pole. Cover up and seal with approved plugs or cover plates any openings in the pole. Drill a 1.75" hole into the top of The pole for the camera cable. See Special Provisions for camera model. 31. Maintain and protect existing IS cabinet. 32. Instoll a new 54 -port patch panel and terminate 1 -12 SMFO lateral to ES -612D and mainline distribution cable per Fiber Splice Detials. 33. Install new VMS on new sign bridge structure per Sign Structure No. 5 Details on MS7 and Standard Specifications. See Signing Details for an additional guide sign on sign bridge structure. 34. Install new VMS and HAR sign on new sign bridge structure per FAR Details on ITD 23, Sign Structure No. 11 Details on M59A and Standard Specifications. See Signing Details for an additional guide sign on sign bridge structure. 35. Install the new conduits per Details on BR1, BR2. BR11 and Standard Specitications. 36. Install new Type RI loop vehicle detectors per ITS Details on ITD 6, ITD 7, ITD 8 and Standard Specifications. 37. Install 2 duplex FC -LC single -mode patch cords between the patch panel in the camera control cabinet and the RMC40 switch in the ES cabinet. 38. Install 334 cabinet per Special Provisions and Standard Specifications. Installation shall include mounting the cabinet o n its foundation, terminating power cables, grounding the cabinet and terminating communications cables. 39. Install foundation per Cabinet Foundation Details on ITD 29 and Standard Specifications. 40. Remove pull box and restore area. 41. Remove junction box and restore area. 42. Install new PAR sign /camera controller cabinet combo and other accessories required to make the CCTV and HAR system functional per ITS Details on ITD 19 and Standard Specifications. Controller cabinet installation shall include mounting the cabinet on its foundation, terminating power cables, grounding the cabinet and terminating communications cables. Install video and data transmitter and single mode fiber optic patch cord from fiber optic patch panel to transmitter. 43. Install advanced warning sign, flushing warning beacon, pole and foundation per WSDOT Standard Plan J -la. 44. Install foundation per Cabinet Foundation Details on ITO 21 and Standard Specifications. 45. Install the new conduits on hangers between the first and second northern most girders per utility Detail on 645 and Standard Specifications. T -26902 B �N&;� 1 -405 - -- ` 405 Corridor Program 1 TO SR169 ITN 2 tA� •• • -5 STAGE 1 - WIDENING aos It n NOEmP BEP6EP '- �ewo�° ��.TiON.IWC _ 211 Tp I S NOTES en nue ' T-RI -6fq rti f.CON STNUCIIaN, INC 392 m R J M� W r N a O CONSTRUCTION NOTES: 46. Install new camera controller cabinet and other accessories required to make the CCTV system functional per ITS Details on ITO 12 and ITO 13 and Standard Specifications. Controller cabinet installation shall include mounting the cabinet on its foundation, terminating power Cables, grounding the cabinet and terminating communications cables. Install video and data transmitter and single mode fiber optic patch cord from fiber optic patch panel to transmitter. 47. Install new conduit(s) into existing junction box. 48. Trench in existing paved areas per plan Details on ITO 10. Install new NMS PVC schedule ea conduit. 49. Maintain and protect existing advance warning ramp meter pole and beacon. 50. Maintain and protect existing ES cabinet. Install a new 12 -port patch panel and terminate 1 -6 SMFO cable from CC-617. 51. Install a new 36 -port patch panel and terminate mainline fiber distribution cable per Fiber Splice Details. 52. Install a new 54 -port patch panel and terminate 1 -6 SMFO lateral to ES- 616R /D, existing 1 -6 SMFO lateral to S 156th St & W Valley Hwy signal controller cabinet, and mainline distribution cable per Fiber Splice Detials. 53. Install 2 duplex FC -LC single -mode patch cords between the patch panel in the CC cabinet and the RMC40 switch in the VMS cabinet. Install manufactured provided VMS communication cable to VMS. 54. Install 2 duplex FC -LC single -mode patch cords between the patch panel in the CC /HAR cabinet and the RMC40 switch in the ES cabinet. 55. Install 2 duplex FC -LC single -mode patch cords between the patch panel in the CC /HAR cabinet and the RMC40 switch in the VMS cabinet. Install manufactured provided VMS communication cable to VMS. 56. Install new cable vault outside of paved area per WSDOT Standard Plan J -15b and Standard Specifications. Coil and rack a minimum of 50-feet of each new cable installed in cable vault. 57. Install conduit under the existing pavement using an approved directional boring method per Special Provisions. 66. Remove pull box. backfill, and patch to match existing pavement depth and material. Abandon existing cable and conduits. 67. Install foundation for a double wide fiber terminal cabinet per Cabinet Foundation Details on ITD 21 and Standard Specifications. 68. Remove existing junction box and replace with new split cable vault. Maintain and protect existing conduits and loop lead -ins to remain. Coil and rack a minimum of 50 -feet of each new cable Installed In box. 69. See Illumination Plans for continuation of the power conductors between the ramp meter flashing warning beacon and ES-622D cabinet. 70. Remove existing junction box and replace with a new Type 7 junction box outside of poved area per WSOOT Standard Plan J -]lc and Standard Specifications. Maintain and protect existing conduits and cables. 71. Pull out loop leod -in cables for - MS -X -2, AMS - - -1 and AMS --- 2 loops from existing ES -622D and route to new ES cabinet. 72. New CCTV -611 camera is state - furnished. 73. Install new CCTV camera, cable, camera pole and foundation, and other accessories required to make the CCTV system functional per ITS Details on ITD 11 and Standard Specifications. 74. Install new conduits into existing cable vaults. Patch entry holes with water tight seal around new conduit upon completion of work. T5. Install conduit stubout into paved shoulder to the traveled way side of barrier for loop detectors installed in outside lanes. 76. Core drill existing foundation for new conduits. 77. Install foundation per Cabinet Foundation Details on ITS 28 and Standard Specifications 78 58. Remove existing cable vault and install new split cable vault with heavy duty lid oriented so the 79 south side wall of the box is flush with southern most existing mainline ITS conduit per ITS Vault Replacement Detail on ITO 25A. Coil and rack a minimum of 50 -feet of each new cable insfolled in 80 box. 59. Intercept existing pull box with new conduit(s). Coil and rack a minimum of 50 -feet of each new cable installed in pull box. 60. Install a new 12 -port patch panel and terminate 1 -6 SMFO cable from the FTC preterminated patch panel stub in cable vault. 61. Install new double -wide 334 fiber terminal cabinet per ITS Details on ITO 22 and Standard Specifications. See ITO 18 for fiber patch panel installation. Disconnect and remove communication cables shown on the ITS Distribution Diagram on ITD 3 from the existing Renton Hub then reinstall and reconnect in the new FTC as directed by WSDOT ITS engineer. Provide WSDOT ITS engineer 30 business days notice prior to relocating equipment. 62. Remove existing loop lead -in cable(sl and splice new loop lead -in cables) to the existing loop wires. Maintain and protect existing junction box. 63. Splice 1 -36 SMFO to the 2 -48 SMFO distribution cables in the cable vault per Fiber Splice Details on ITO 9 and provide splice enclosure. 64. Intercept existing condult(sl and extend or sweep with the some size and type conduit into new pull box. 65. Remove existing cable vault. Install new split pull box oriented so the north side well of the box is flush with northern most existing mainline ITS conduit entering from the west per ITS Vault Replacement Detail on ITD 24. Extend all conduits (except the five that route into the barrier which can be abandoned) from the existing cable vault into the new pull box. Innerducts in the 2 -3" mainline ITS conduits entering from the east do not need to be extended. These conduits will be abandoned at the end of the project. Poo ll and patch to match existing pavement depth and material around the new pull box. Coil and rack a minimum of 50-feet of each new cable installed in box. P = Intercept existing 2.5" conduit to ES -612D cabinet and sweep into new junction box. Install new wide loop vehicle detectors per Wide Loop Detail on ITO 6 and Standard Specifications. Install new Modified Wide Loop vehicle detectors in speed -trap configuration per Details on ITD 6, ITD 7, ITD 8 and Standard Specifications. T- 26902C FILE NArE e. e[IWBa1BTJYBWB°mae13891BTJYBW] M T8 4BBA0 n 1 aE 2 e8 �r + °d�eyse R'' ,. E � •'w 2e ".'' e i 6 �1 q` 405 r Program , �,� ry xx „-PRQL NSrROCf1aN, INC 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING ITS NOTES TIDE Ill AN 16B°'^ "` FEO.AID PROJ.NO. 1D WAS PLATTED BY ktlx DESIGNED BY R.JAl As BUNT Ilan° xe s •� ENIFJiEO W L CNAN IFC N16AN RI F CHECIED BY K WOOEN NmC b - REVNIDXS B4rlllaa RJ wmwcr io. C- 7295 uc mx xw ENBR LNOOGSON BBpEp AT BI°K pYON° RI REDIOxAI ADII. O. DYE PEVIBION DATE H J_ 5 W 1 a EXISTING NEW EXISTING NEW RUN CONDUIT CONDUIT INNEROUCT CONDUCTOR CONDUCTOR REMARKS 1 2" 3 - ^4 POWER TO TUK WILA HUB 2'" SPARE 2 2 POWER TO VMS CABINET 3 4 I -12 STUB PRETERMINATED PATCH PANEL STUB FROM HUB B 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM HUB C 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM HUB D 1 -25TWP REROUTE I -5 SOUTH CABLE TO NEW HUB 4" A, B, C,p SPARE 4 2° 665MF0 DATA LATERAL FROM TUK WILA HUB _ 4° A 1-48 STUB PRETERMINATED PATCH PANEL STUB FROM HUB B 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM HUB C 1-25TWP REROUTE I -5 NORTH CABLE TO NEW HUB D 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM HUB 4" A 1 -98 STUB PRETERMINATED PATCH PANEL STUB FROM HUB B 1 -25TWP I -405 EAST VOICE /DATA COMMUNICATIONS C EMPTY D EMPTY 6 3" A 1- 485MF0 REMOVE B 1- 985MF0 REMOVE C b405MF0 MAINLINE COMMUNICATIONS D EMPTY 3" A 1-25TWP REMOVE B 648SMF0 VIDEO /DATA DISTRIBUTION C 625TWP VOICE /DATA COMMUNICATIONS D EMPTY i 2° 1 -CCC CAMERA CONTROL CABLE 2'" 1 -2SMF0 REMOVE 2" 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL FO T -6 - 2 8 2 "" 1- 125MF0 DATA LATERAL 9 Z" 2- 489MF0 VIDEO /DATA DISTRIBUTION 10 2" q -2 (SH) DETECTOR LEAD -1 S 2'" SPARE 11 2° 8- 2C(9H) DETECTOR LEAD -INS 2 "" SPARE 12 3'" 12- 2C(SH) DETECTOR LEAD -INS 2 "" SPARE 13 1.5° 66TWP REMOVE 1- 12SMF0 DATA LATERAL FROM CC -611 TO ES-612D 1-65MF0 DATA LATERAL FROM ES-612D TO SIGNAL 14 ZS" T -CI BHI REMOVE I7-2C( SH) DETECTOR LEAD -INS EXISTING NEW EXISTING NEW RUN CONDUIT CONDUIT INNERDUCT CONDUCTOR CONDUCTOR REMARKS IS 2" 1- 2C(SH) DETECTOR LEAD -[N9 2" t -65MF0 DATA LATERAL FROM ES -6120 TO SIGNAL 16 2" 1 -69MF0 DATA LATERAL FROM ES-612D TO SIGNAL 1T 2" t -65MF0 DATA LATERAL FROM TUK WILA HUB 2 "' SPARE 18 l9 2 - 8 M p/ A A O I U I 2'" SPARE 20 2" 1 -CLL CAMERA CONTROL CABLE 21 2" 2 - ^B POWER TO CABINET 22 2° 480VAC SEE IL PLANS FOR ADDITIONAL CONDUCTORS 2" SPARE 23 3" A 1- 48SMF0 REMOVE B 1- 48SMF0 REMOVE L 1 -25TWP REMOVE D 1- 486MF0 MAINLINE COMMUNICATIONS 3" A I-4BSMF0 VIDEO /DATA DISTRIBUTION B L-25TWP VOILE /DATA COMMUNICATIONS C EMPTY O EMPTY 24 3" 12- 2C(SH) REMOVE ONLY MMS - - -3. MMS - - -2, - MSH - -3 8- 2C(BH) DETECTOR LEAD -INS I -SC RAMP METER SIGNAL 1 -6TWP REMOVE 1 -65MF0 DATA LATERAL FROM CC -61T TO ES-616R 25 2" 5- 2C(SHI REMOVE ONLY MMS - - -I, MMS - - -2, - MSH - -3 8 -2CI SHI DETECTOR LEAD -INS 1 -6TWP REMOVE 1 -6SMF0 DATA LATERAL FROM CC -61i TO ES-616R 26 2" t -2CI BHI DETECTOR LEAD -INS 8- 2CISH1 DETECTOR LEAD -INS 2 -6TWP REMOVE 1 -65MF0 DATA LATERAL FROM CC -617 TO ES-616R 2i 2" 4 -2C(SW DETECTOR LEAD -INS 28 2" 2 -6TWP REMOVE 9- 2C(SH) DETECTOR LEAD -INS t -65MF0 DATA LATERAL FROM CC -61T TO ES-616R 29 3° 2 -6TWP REMOVE 2 -2Cf SHl REMOVE 1 -65MF0 DATA LATERAL FROM CC -61i TO ES-616R 3" 2 -25TWP REMOVE 1 -2SMF0 REMOVE 0 WIRE N NOTES D T -26902 D FILE NAME cDWlpppN JVBBp2Wm^0319M9TJVOW3 T TS W96ARW n 4 4 4.5 �.�y. aH ° °a^°""aTM^°°°' 1 1 -405 P PIOI! TIME 9:9:91 AM n x10 F n^re 4 FEDAID PROJ.NO. � ITN 4 DATE 9nBrK1S x +o A As " fto�D Kw + DESIGNED BY R. JAHNB M MET a av+o - - + +m "^� : 213 ENTERED BY L. GRAIN I IFD M M1ROB � cNEDNID BY L HK M- REVRiMxa 9 91DiOB ' '�'° " � � ° LHCNO6 KX H M9UEp AT R19K 9 9y}q p pJ C ITS NOTES REOIDN J_ ADM. D. DYE R REVMNR! D DATE B BY 3" 2 -25TWP REMOVE 1 -2SMF0 REMOVE H J_ M5 W 1 y Q RUN EXISTING CONDUIT NEW CONDUIT INNEROUCT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS Z� WIRE NOTES 3'" 1 -CCC I6 -2CI SH1 CAMERA CONTROL CABLE 99 1-25MF0 REMOVE 1 -VCC VMS CONTROL CABLE TO SIGN 2 -25TWP 1 -3C REMOVE 50 2 -6TWP REMOVE 3 -•6 2 "" 5l 2° 1 -66MF0 DATA LATERAL FROM CC -617 TO ES -616R 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL I- 365MFp VIDEO /DATA DISTRIBUTION LATERAL 31 31" t -CLL CAMERA CONTROL CABLE 12 -2CI SHI REMOVE ALL EXCEPT LOOP - MN - % -1 16- 2C(SH) DETECTOR LEAD -INS 2 "" 2 -•8 RAMP METER AHEAD SIGN FLASHING BEACON EMPTY 32 2 "" 1 -6TWP VMS CONTROL CABLE TO SIGN REMOVE 2" 4 -FOPC FIBER OPTIC PATCH CORDS 33 3 1' 4 -•8 CAMERA CONTROL CABLE RAMP METER AHEAD SIGN FLASHING BEACON 2° 1 -5C REMOVE VIDEO /DATA DISTRIBUTION LATERAL 2 -5C RAMP METER SIGNAL 34 2.5'" SPARE 55 8- 2C(SH) 4" REMOVE 1- 985MF0 VIDEO /DATA DISTRIBUTION 16- 2C(SH) DETECTOR LEAD -INS 35 2° VOICE /DATA COMMUNICATIONS 8- 2L15H1 REMOVE EMPTY 8 -2 C(SN) DETECTOR LEAD -INS 36 1- 485MF0 2 "' B.C.D 2- 2C(9H) DETECTOR LEAD -INS 37 2" 2" 5 -2 C(SH) REMOVE SPARE 56 4- 2C(SH) DETECTOR LEAD -INS 2'" SPARE ST 4 -•9 2'" RAMP METER AHEAD SIGN (LASHING BEACON 30 2 -SC 2 "" 58 1- 365MF0 VIDEO/DATA DISTRIBUTION LATERAL 1- 365MF0 2" 59 1.5 "" SPARE 39 2 -•8 LS° 60 1- 125MF0 DATA LATERAL FROM CC -611 TO ES -6120 40 1- 2C(5H1 2 "" 61 2 -5C RAMP METER SIGNAL 3 -2 C(SH) 2 "" 62 2° SPARE 41 6 -2 C(SH) 2 "' 63 8- 2C(SH) DETECTOR LEAD -INS 42 5- 2C(SH) 4° A 1- 485MF0 VIDEO /DATA DISTRIBUTION RAMP METER SIGNAL B 1 -25TWP VOICE/DATA COMMUNICATIONS C.D SPARE 69 EMPTY 4° 4 "' A DETECTOR LEAD-INS 1- 485MF0 MAINLINE COMMUNICATIONS B.C.D RAMP METER SIGNAL 65 EMPTY 93 2 "" REMOVE 4- 2C(SH) DETECTOR LE AO -1N5 44 2- 2CISH1 2 "' 66 1.5'" 6- 2L(SH) DETECTOR LEAD -INS 2 -2CI SH1 2 "" SPARE 45 6T 2" 4 -FOPL FIBER OPTIC PATCH CORDS 46 2° 1- 2C(SH) 1- 2C(SH) DETECTOR LEAD -INS 2'" SPARE 41 3 "" 16 -2CI SHI DETECTOR LEAD -INS 2" SPARE T- 26902E FILE NA6E D:,WpNIRO NCWASa19rN9Y2Nm�9fY919TJV000f TG R uA `� a ` =' ` n �SN..T'Oyy I Y' ���1 y _ �•": J "C,««..��,. 4Q5 Corridor Program .. m rvw� Orixcsx6Ewan °�' � .�. • TATE COrvSFRUCIION. N'C I -405 1.5 TO SR169 STAGE t - WIDENING ITS NOTES PIOtS IRE: 9:3TA9 AM rnc. srre FEDAID PROJ.NO. ITdoss Dare wvmt0 4O WAS PLOTTED 9r IoON DE&BNED BY R. JANNS A9 YIET YB '°' "°E^ 214 39Y BY L. CfAN NFL Ytw! vim RJ CHECKED ED BY Y. WDDEN MoD L - RIVIYIXA glpy}H RI 'a^um w `. -'�$9$ uurcx o. PROD. PROD. ENGR LNODOSON 6BUE0 AT N8K MMN! RI N REGIONAL AGM. D. DYE pEVISpN ogre RUN EXISTING CONDUIT NEW CONDUIT INNEROUCT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 30 3 "' 3'" 1 -CCC I6 -2CI SH1 CAMERA CONTROL CABLE 99 1-25MF0 REMOVE 1 -VCC VMS CONTROL CABLE TO SIGN 2 -25TWP 1 -3C REMOVE 50 2 -6TWP REMOVE 3 -•6 2 "" 5l 2° 1 -66MF0 DATA LATERAL FROM CC -617 TO ES -616R 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL I- 365MFp VIDEO /DATA DISTRIBUTION LATERAL 31 31" t -CLL CAMERA CONTROL CABLE 12 -2CI SHI REMOVE ALL EXCEPT LOOP - MN - % -1 16- 2C(SH) DETECTOR LEAD -INS 2 "" 2 -•8 RAMP METER AHEAD SIGN FLASHING BEACON EMPTY 32 2 "" 1 -6TWP VMS CONTROL CABLE TO SIGN REMOVE 2" 4 -FOPC FIBER OPTIC PATCH CORDS 33 3 1' 4 -•8 CAMERA CONTROL CABLE RAMP METER AHEAD SIGN FLASHING BEACON 2° 1 -5C REMOVE VIDEO /DATA DISTRIBUTION LATERAL 2 -5C RAMP METER SIGNAL 34 2.5'" SPARE 55 8- 2C(SH) 4" REMOVE 1- 985MF0 VIDEO /DATA DISTRIBUTION 16- 2C(SH) DETECTOR LEAD -INS 35 2° VOICE /DATA COMMUNICATIONS 8- 2L15H1 REMOVE EMPTY 8 -2 C(SN) DETECTOR LEAD -INS 36 1- 485MF0 2 "' B.C.D 2- 2C(9H) DETECTOR LEAD -INS 37 2" 2" 5 -2 C(SH) REMOVE SPARE 56 4- 2C(SH) DETECTOR LEAD -INS 2'" SPARE ST 4 -•9 2'" RAMP METER AHEAD SIGN (LASHING BEACON 30 2 -SC 2 "" 58 1- 365MF0 VIDEO/DATA DISTRIBUTION LATERAL 1- 365MF0 2" 59 1.5 "" SPARE 39 2 -•8 LS° 60 1- 125MF0 DATA LATERAL FROM CC -611 TO ES -6120 40 1- 2C(5H1 2 "" 61 2 -5C RAMP METER SIGNAL 3 -2 C(SH) 2 "" 62 2° SPARE 41 6 -2 C(SH) 2 "' 63 8- 2C(SH) DETECTOR LEAD -INS 42 5- 2C(SH) 4° A 1- 485MF0 VIDEO /DATA DISTRIBUTION RAMP METER SIGNAL B 1 -25TWP VOICE/DATA COMMUNICATIONS C.D SPARE 69 EMPTY 4° 4 "' A DETECTOR LEAD-INS 1- 485MF0 MAINLINE COMMUNICATIONS B.C.D RAMP METER SIGNAL 65 EMPTY 93 2 "" REMOVE 4- 2C(SH) DETECTOR LE AO -1N5 44 2- 2CISH1 2 "' 66 1.5'" 6- 2L(SH) DETECTOR LEAD -INS 2 -2CI SH1 2 "" SPARE 45 6T 2" 4 -FOPL FIBER OPTIC PATCH CORDS 46 2° 1- 2C(SH) 1- 2C(SH) DETECTOR LEAD -INS 2'" SPARE 41 3 "" 16 -2CI SHI DETECTOR LEAD -INS 2" SPARE RUN EXISTING CONDUIT NEW CONDUIT INNEROUCT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 40 3'" I6 -2CI SH1 DETECTOR LEAD -INS 99 2'" 1 -VCC VMS CONTROL CABLE TO SIGN 1 -3C MR FLASHING BEACONS 50 2° 3 -•6 POWER TO VMS 5l 2° 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL 2" t -CLL CAMERA CONTROL CABLE 2" SPARE 52 2'" 2 -•8 RAMP METER AHEAD SIGN FLASHING BEACON 53 2 "' 1 -VCC VMS CONTROL CABLE TO SIGN 54 2" 1 -3C HAP FLASHING BEACONS 1 -CCC CAMERA CONTROL CABLE 2° 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL 2" SPARE 55 4" A 1- 985MF0 VIDEO /DATA DISTRIBUTION B I -25TNP VOICE /DATA COMMUNICATIONS C.0 EMPTY 4" A 1- 485MF0 MAINLINE COMMUNICATIONS B.C.D EMPTY 2" SPARE 56 2'" SPARE ST 2'" 2 -SC RAMP METER SIGNAL 58 2" 1- 365MF0 VIDEO /DATA DISTRIBUTION LATERAL 59 1.5 "" 2 -•8 RAMP METER AHEAD SIGN FLASHING BEACON SEE IL PLANS FOR ROUTE TO ES -622 R/0 60 2 "' 1- 2C(5H1 DETECTOR LEAD -[N6 61 2 "" 3 -2 C(SH) DETECTOR LEAD -INS 62 2° 6 -2 C(SH) DETECTOR LEAD -INS 63 2° 5- 2C(SH) DETECTOR LEAD -INS 2 -SC RAMP METER SIGNAL 2" SPARE 69 4° 28 -2CI SH1 DETECTOR LEAD-INS 2 -5C RAMP METER SIGNAL 65 LS'" 2 -2CI SHI REMOVE 2- 2CISH1 DETECTOR LEAD -INS 66 1.5'" 2 -2CI SH1 DETECTOR LEAD -INS t -CCC CAMERA CONTROL CABLE 6T 1.5° 1 -2 C(SH) REMOVE 1- 2C(SH) DETECTOR LEAD-INS H J_ M� W I a EXISTING NEW EXISTING NEW RUN CONDUIT CONDUIT INNERDUCT CONDUCTOR CONDUCTOR REMARKS 68 LS "' 3- 2C(BH) DETECTOR LEAD -INS 1 -CCC CAMERA CONTROL CABLE 69 LS" 4 -2CI SHI REMOVE 1- 2C($H) DETECTOR LEAD -INS TO 2.5'" 5- 2C(5N) REMOVE 1- 2C(SH) DETECTOR LEAD -INS Il 2" 5- 2CISHl DETECTOR LEAP -INS 2" SPADE 72 3° 13- 2C(SH) DETECTOR LEAD -INS 2" 2- 48SMF0 VIDEO /DATA DISTRIBUTION 2" SPARE 73 q" 3- 2C(6H) 28- 2C(SH) DETECTOR LEAD -INS 2 -5C RAMP METER SIGNAL 2" SPARE 74 2" 1- 36SMF0 VIDEO /DATA DISTRIBUTION LATERAL 2° 1 -CCC CAMERA CONTROL CABLE 2" SPARE 75 LS° 3 -2 C(SH) REMOVE 3- 2C(5H) DETECTOR LEAD -INS 76 1.5" 1 -2 C( SH) REMOVE 1 -6TWP REMOVE t -2SMF0 REMOVE 1 -2CI SHI DETECTOR LEAD -INS TT 1.5" 66TWP REMOVE 1 -2CI SHI DETECTOR LEAD -INS 78 3" I0-2CI SHI DETECTOR LEAD -INS 2" SPARE 79 3" 14 -2C( SH) DETECTOR LEAD -INS 2'" SPARE 80 3" 19 -2C( SH) DETECTOR LEAD -INS 81 3" A 1 -48 5MF0 REMOVE B 1- 485MF0 REMOVE C 1 -25TWP REMOVE D 1- 485MF0 MAINLINE COMMUNICATIONS 3° A 1- 485MF0 VIDEO /DATA DISTRIBUTION B 1 -25TWP VOICE /DATA COMMUNICATIONS C EMPTY D EMPTY 2" EMPTY EXISTING NEW EXISTING NEW RUN CONDUIT CONDUIT INNERpUCT CONDUCTOR CONDUCTOR REMARKS 82 3" A I- 985MF0 REMOVE 1-485MF0 I -405 MAINLINE SOUTH COMMUNICATIONS B I-4BSMF0 REMOVE C 1 -25TNP REMOVE D 1- 485MF0 I -405 MAINLINE NORTH COMMUNICATIONS 3" A 1- 48SMF0 I -905 VIDEO /DATA DISTRIBUTION B 1 -25TWP I -905 NORTH VOICE /DATA COMMUNICATIONS C 1- 48SMF0 3 -405 SOUTH VIDEO /DATA DISTRIBUTION D t -25TWP I -405 SOUTH VOICE /DATA COMMUNICATIONS 83 2 -4" A, B,C.O SPARE R4 4" A t -40 STUB PRETERMINATEO PATCH PANEL STUB FROM FTC B 1 -48 STUB PRETERMINATEO PATCH PANEL STUB FROM FTC C F25TWP I -405 SOUTH VOICE /DATA COMMUNICATION$ 0 I -48 STUB PRETERMINATEO PATCH PANEL STUB FROM FTC 4" A 1 -48 STUB PRETERMINATEO PATCH PANEL STUB FROM FTC 8 1 -25TWP REROUTE I -405 NORTH CABLE TO NEW FTC C t -48 STUB PRETERMINATEO PATCH PANEL STUB FROM FTC 0 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM FTC 4 -4" A,B,L,D SPARE 65 2" t -6TWP REMOVE 1 -6SMF0 DATA LATERAL FROM FTC 86 LS" 4- 2C(SH1 REMOVE 2- 985MF0 VIDEO /DATA DISTRIBUTION 87 2" 2 -•8 POWER TO CABINET 2" SPARE BB t" 62C(SHI REMOVE 1- 2CI5X1 DETECTOR LEAD -INS 89 3" 9 -2CI SHI DETECTOR LEAD -INS 2" SPARE 90 2" 3 -2CI SHI REMOVE - 4- 2CI SH) DETECTOR LEAD -INS 91* 4" A 1 -2q 5MFp REMOVE B 1- 12MMF0 REMOVE C 1 -25TWP REMOVE D I- 36SMF0 VIDEO /DATA DISTRIBUTION 4" A 1- g8SMF0 MAINLINE COMMUNICATIONS B C,0 EMPTY 92 3" 2- 48SMF0 VIDEO /DATA DISTRIBUTION 3" 1- 125MF0 DATA LATERAL Z� WIRE N NOTES Al ' 'SEE SR 167 D DESIGN PACKAGE B B FOR A ADDITIONAL I INFORMATION T- 26902F FILE MM CA acNAwSTN00o2Wme0YRBBHFJVMM N NT TB r a 2 L Ly Yew, oyy � _ T 1 -405 P Plotfi TIME Y.SI:IO AM ° °°° ^ "^ F FEDAID PROJ.NO. a ITN 6 DATE PNNmto ° 10 WAS l PLOTTED BY Me. 1 DESIGNED BY R. JANNE A As WILT T TNno M MB ' 'TM »� S _ ENTERED BY LCHAN I IPo B B1W R RJ s CHECKED BY M. MADDEN N NOD m- gEVp11OM8 O OYMM R RJ,w C�T295 n PROJ. ENGR. LNO im B BPDED hl M MIAq I IIJ C ITS NOTES 0 REGIONAL ADM D. DYE R REVMION G GTE B BY R 0 1 -48 STUB PRETERMINATED PATCH PANEL STUB FROM FTC 4 -4" A,B,L,D SPARE 65 2" t -6TWP REMOVE 1 -6SMF0 DATA LATERAL FROM FTC 86 LS" 4- 2C(SH1 REMOVE 2- 985MF0 VIDEO /DATA DISTRIBUTION 87 2" 2 -•8 POWER TO CABINET 2" SPARE BB t" 62C(SHI REMOVE 1- 2CI5X1 DETECTOR LEAD -INS 89 3" 9 -2CI SHI DETECTOR LEAD -INS 2" SPARE 90 2" 3 -2CI SHI REMOVE - 4- 2CI SH) DETECTOR LEAD -INS 91* 4" A 1 -2q 5MFp REMOVE B 1- 12MMF0 REMOVE C 1 -25TWP REMOVE D I- 36SMF0 VIDEO /DATA DISTRIBUTION 4" A 1- g8SMF0 MAINLINE COMMUNICATIONS B C,0 EMPTY 92 3" 2- 48SMF0 VIDEO /DATA DISTRIBUTION 3" 1- 125MF0 DATA LATERAL J W U) Q 0 50 1 0 60 00 BLAI£ IN FEET T. 23 N. R. 4 E., W.M. -3 '9� ,,✓ rrte�,, i - - - 14 6 \ \ _ \ __ _ -- x x -- _ l qG _ __ wl ------------ —x —_K x _— — _ _ _ __ ei_ _ £ _ _ 1 F5 °W6' _'" � �'" i %' ' .JU `>V` .Y' '`Y' aJl' '� Miy[y00i -- _ ______ __ ___ - _— _--- _-- ____._ - -_ — —_— _ L660FFAAMP ID SOUTHCENIER_ i l- -" - - _ - - _ BEGIN PROJE - - -- - - - -- - a a',,;_ -. - -- �- _._ 0 50 1 0 60 00 BLAI£ IN FEET General Notes ,,✓ rrte�,, 3 �,�. i' ',IO�4 s � Y'' ' T � 8 \ \ _ \ •1 wl I II 11 ' .. .J.' /•'. O M - A 1. Y i��� °W6' _'" � �'" i %' ' .JU `>V` .Y' '`Y' aJl' '� Miy[y00i General Notes 1. SEE SNEE! RN 1 FOR f£GEND. 2. SEE SHEET M 2 6 3 FOR CGAISTRUCTION NOTES 9 SEE SHEET I7N 4, 6 S 6 FOR WIRE NOTES, 4, SEE UUMMAPON PLANS FOR MW AND ADDnN MALE NOTES C -7296 4 jai : /• f% J: i ' i !v '�N,. � . � i'' E5♦1�"' � i � .'� xyl �y. aW � Y" � alr• � (CCi11) 03 16 u i a . -STATE T -2F 1 -405 1.5 TO SR169 STAGE 1 -WIDENING ITS PLAN a �w IN �N Fl ITS 7 216 392 N\ \ \ \ •1 wl I II 11 i 1. SEE SNEE! RN 1 FOR f£GEND. 2. SEE SHEET M 2 6 3 FOR CGAISTRUCTION NOTES 9 SEE SHEET I7N 4, 6 S 6 FOR WIRE NOTES, 4, SEE UUMMAPON PLANS FOR MW AND ADDnN MALE NOTES C -7296 4 jai : /• f% J: i ' i !v '�N,. � . � i'' E5♦1�"' � i � .'� xyl �y. aW � Y" � alr• � (CCi11) 03 16 u i a . -STATE T -2F 1 -405 1.5 TO SR169 STAGE 1 -WIDENING ITS PLAN a �w IN �N Fl ITS 7 216 392 J_ Im V/ a T. 23 N., R. 4 E., W. M. 4 9K--Xw a i3 ° tlC100°5i N MT'[W H (CC <14 A) i i �V T . General Notes \ tt m 1. SEE SHEET ITN 1 FOR LEGEND. F 2 SEE SHEET RN t & 3 FOR CONSTRUCTION NOTES T-269031 S SEE SHEET 11N I, 5 B 8 FOR 4NRE NOTES. 4 SEE E UMINAVT M S FOR F,^NER AND AOOMT AL MRS NOTES FILE NAME C:\ JNM5Mm50rMMTJV5002 P8 TS A56AB. n sN n •hy55i `y • m �Yw PIOl2 HE T 555m AM ..oll nrz FEDAID PRW.NO. p "��p ••w; °'� TM`•°•°� I -405 o TED Bx 5w°N010 10 WAS 40 Corridor Program 1 -5 TO SR159 ITS 2 DESIGNED Iri R. JANNS STAGE 1 - WIDENING SHEERED BT LQNAN Nw eION,LL LN'� I IL11IERIUENGEN •Y•w• jo) CHECKED BY M. IIAODEN A5 WLT TM O ull�un+n wml NU '4S,T //1911 /N� PR0.I. ENGR. LNOOIi$ON IFC ylgp ql C_ -�Zar • TRI- 5T'1'E CONSTBUC[EOn, we jj$ PLAN a5z aaaiD L ADM. D.OYE aEN15pX DATE BY rz 9112 Wj OR m ME MA 100-101m: 9K--Xw a i3 ° tlC100°5i N MT'[W H (CC <14 A) i i �V T . General Notes \ tt m 1. SEE SHEET ITN 1 FOR LEGEND. F 2 SEE SHEET RN t & 3 FOR CONSTRUCTION NOTES T-269031 S SEE SHEET 11N I, 5 B 8 FOR 4NRE NOTES. 4 SEE E UMINAVT M S FOR F,^NER AND AOOMT AL MRS NOTES FILE NAME C:\ JNM5Mm50rMMTJV5002 P8 TS A56AB. n sN n •hy55i `y • m �Yw PIOl2 HE T 555m AM ..oll nrz FEDAID PRW.NO. p "��p ••w; °'� TM`•°•°� I -405 o TED Bx 5w°N010 10 WAS 40 Corridor Program 1 -5 TO SR159 ITS 2 DESIGNED Iri R. JANNS STAGE 1 - WIDENING SHEERED BT LQNAN Nw eION,LL LN'� I IL11IERIUENGEN •Y•w• jo) CHECKED BY M. IIAODEN A5 WLT TM O ull�un+n wml NU '4S,T //1911 /N� PR0.I. ENGR. LNOOIi$ON IFC ylgp ql C_ -�Zar • TRI- 5T'1'E CONSTBUC[EOn, we jj$ PLAN a5z aaaiD L ADM. D.OYE aEN15pX DATE BY rz 9112 H J_ M7 W N Q T. 23 N., R. 4 E., W. M. a I so 1W SCALE IN FEET B v• ,� S 1 EONN ,a � o— oa I( _ _ _ _ _1�- _? _ - _ _ _ I_ _ _ I • _ 1 7 L .. m IT- � � NWpeg N101 W1E w _ _I_ / II t; l; General Notes 1. SEE SHEET ITN 1 FOR IEGENO. 3. SEE SHEET M 2 8 9 FOR CONSTRUCTION NOTES. a4 SEE SHEET ITN 4.5 8 S FOR LNRE NOTES SEE ILLUMT M 4. PUNS FOR I N PNO POOITIONAL 4NRE NOTES. T-269032 RILE MME C:IWOM1WFa SO�BTJYWOSIOmO'ESBIMTNUMS P8 T8 4pLpB. a �J" o� ^.. °pHy ^� *o. x ^'+°�°' u r 4Q5 Corridor Program 1 -5 1 -405 TO SR169 Plot S THE 11110 AM ^'^' ^•^ II ID PRW.NO. 1TS ogre Y1M2olo 10 AS PLOTTED BY ale am�se�o o ^ IO � xFlxcm BEacea o�µe ^� •- ..°.�yb� - • rows +w +TC COxsrRUCnorv, we STAGE 1 - WIDENING 53 DESIGNED MY RJAHNS axe ate, R1E g 0. 2 ENTERED By LCHAN CXECNEO BY M. MADDEN A9 WLT 7 0 YB wxm\er xo C -7295 ern+xx xn PI ENGIt. LHODOEON lFG snaMB R4 _ ITS PLAN FUROMPL ADM. D. DYE pEWNM MTE . J m Ch a T. 23 N., R. 4 E., W. M. legal a a o :\ F 0 Z. ax a IEad1]RNI � b a r,' � • � I II Im g '. •3% I _ _� _ -`' �-el - �^- mow-_,._._ .few-- ..a.w -'= .. _. _._- _...__._._. a \ £ 7R •I � a a I\ � �� IIWI � �t ✓ /' � is `� i, ,� _ � �_y' = C_��i ^°F� -��� -�' SW GRADY MYQ +1 - �O ° w --------- F M1 r _ J 1 ~ Z ms --S _ MN$ -J � _ W t MSH -$ 'NSX _ _.. - _.___. _ �. -aLL.. ___ _._ __.._._ ,� _. -, _ _. -4 2N UNE a W F— F -53 ! -52 _ _ _ _ _ _ - O a q - S R�N05 ON FAMP / � ♦ a ,g `` -fir h�,'. � � - I � _ .�P> a a p il;�ll it i iI FI y , a I nr l J l I l l f// � � \� Q .5(➢ cv� -„o >T n a of II a II / IV 3 / \ n II •'K , I a I l l� ! I FTV. V N, E- . g General Notes C SEE SHEET NN 1 FOR f GMD tltiJ 3. SEE SHEET NN 2 & 3 FOR C SMUCPM ROTES 3. SEE SHEET RN 4, 5 S B FOR WM RDTES T-269033 4. SEE ILLUMINATION PLANS FOR ff 1C AND ADDITIONAL WIRE NOTES G FILE HAMS C: IYMaaROecIWYa1BT "MWEEFSxaNBTJY9002 Pa TS 006A8. n ° / N. x� 4 Plot nm va:,a AN p FEDAID PRW.NO. 1 -405 mm enarmlo P° ,:� ITS 4 PLOTTED Br aN 10 WAS 405 Program 1 -5 TO SR169 Corridor Idol oaspxao BY R. JANNS Aa BuLr naMo - - ' :, , °ec �. m PF � STAGE 1 - WIDENING _ EN,EIIED BY LCIIAN IFC WYM N ° ° ° / on ^��` BxrmceaBencen pp� ®y.,.a...e,�,... +6m 219 CHECI BY M. MADDEN NDC a- REVBpHa 011xaRB RJ ,oxnM<r xn '°�"TMl� gIIa 1p Wk �I - PROA ENGR D. D IX ON NbaFD AT BNIN aT1YNW RJ C -7295 rz p — B ST 'I£ CONSTRUCTION, INC ITS PLAN 392 RE(xN1NAL ADIA D. DYE REVaKK1 MTE BY J m N a T. 23 N., R. 4 E., W.M. I I SCALE IN FEET R 66 _ ___ R y4 r - —\ — - - - - - -- -- rlYh- _ _M ..Sp -MS - - -1 m h - - 4 ; _ ._53 . -MS --- 3q� mllc �w w _ 14(8 - - SN - -- - - -- - - -- - - - - - - - - - - " � - - - -*�\- - � \ _ _ _ v G - - — IT4 - - - . -.. -. _ _ . -.- -- .:. -- - -..... MN_ _ 2_ - --- _- - - -- TMN S2 - S w _ _ m u ED A, M 1 1 M A, u u Ye M A6 8 (d%un 8, 8 n (PBa1eD) tl ASn S 8 II Y H a] �_/(i°)i Af PCCIV/IE — 6 n I IS SO AS as w u AOW"'°nu a 6 bf Y General Notes 1. SEE SHEET T 1 FPQ LEQEAOD 4 SEE SHEET ITN Y S 3 FOR CONSTRI/CnM NOTES 3 3. SEE SHEET 7N I, 58SFOR NFV NOTES SEE SHEET 7NA PL1N5 FOR RE ES, TOOITIONAL WIRE NOTES T- 269034 FILE MARINE C:1 IBTNSOSTSmePIY JVDDOY PS TS IO6AB n yXN J S ' ✓o I w..... °d *Tw'^ maw 1 -405 PIO1S TIME 8:85:17 AM R0�°1 FEDAID PRGJ.NO. Ja p ? of =lw/ � "` `' t{O§ Corridor Pr 1 -5 TO SR169 ITS 5 DATE N1M30u 10 AS PLOT7EO BY mG ,e . A Geasi eMGF n _ .ogram �`�e°i` In cu B'[RL[S - ',-•.r M rTM$T�,TECONSTRUCTION,INC STAGE 1 - WIDENING ws DESIGNED BY R. JANNS AS Buu TWO MS ° "� ' 220 892 B61 EMERED BY L. CHAN IFC WBMS RJ CXECIIEV BY M. MADDEN XDC M- REvmIOM C -7295 Lawn PRQI. MGM L. HOWSON IpuED AT RMX REMISS RJ ITS PLAN REGIONAL ADM. D. DYE NEWS OM CAM BY F J_ m N Q T. 23 N., R. 4 E., W. M. a W SCALF IN FEET OL �n x m u x TF, x u \ \`� s w M� a i 0 _ _ _ 'i•} N `pC' -- 1 � F it N W W N q.'Nd}0 N p R p x PB._.._.. N ccaa0 m m CV _ , crn.WO = - � n vXS.nm w x General Notes 1. SEE SHEEP " 1 FOR IEGEND 3 SEE SHEET ITN 2 & S FOR CONST 71M NOTES ]. SEE SHEET NN .. 3 6 6 FOR 151RE NOTES T-269035 <. SEE ILLUMINATION FL4NS FOR PoNER AND AOONKMIAL WIRE NOTES FILE NAME C1WNxPm ECxMC1BTNWOMms04YNBTN000 PS TO n t/ N. 5r.� PIM 6 Ir E 8:W:1t AIR °tl0Y ^ "` FEDAID PRW.NO. w �sv �� WO°' " ^ "' ^°°"'°" 1 -405 PLOTTED BY ea r 40 Runeex ram I -5 TO SRis9 ITS E LFING s DATE xlNml° to wns `°� Corridor Pr NOS ENlrEF D er R.CHAN AO BNLT Treno ° °, m ... STAGE t - WIDENING EMERED W M. IFC N1Wl RJ ° �¢ �• :_ 221 CHECKED BY Y. WDDEN XOC M- REVxNNIB OIN]N! RJ °�^"° °�° gnaw /ev ��� PROM. ENOR L. NODGEON EIXOeOMRxK omanl Rr C -7295 ,< �-talr '� X T�wmcGnsrnurnon.Inc ITS PLAN JEz REGKML MM111 I CAME Isyp I H J_ ,m V! Q — T. 23 N., R. 4 E., W. M. 1 Cffit L ILJ L _ e � o Go 00 SCALE IN FEET Oe_ OP � — .._ � � _ •./ Ov _ P.3 —CP _CP OP OV _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _0.. -B S� w .- DD3LINE .... .... .......... ... z J� 13 f Geneml Notes t SEE SHEET IM i FOR ! ENO. 2 SEE SHE RN 2 8 3 FOR CONSTRU=n NOTES 3 SEE SHEET ?N I, 5 8 0 FOR INRE NOTES 3, SEE ILLHN I M A PoANS FOF PoWER E. PDOfIIONgL LNRE NOTES. T-269036 FlLE NAYE C;1WGXtW IeTlvppp2YNIYUePBr P8 TS 80688 n es2 ep - xe�9a n �y u. iT. ✓° - fauN W" 11 O _ -��� $" � —� Corridor Program 405 .... Altg •,•,eQa• ILFINGLx BERC[x • � V "Uk"ru" TX18TwTE MNEs UMON, WC I -405 1 -5 TO SR169 STAGE 1 - WIDENING, pt] TIYE a:Y:s28Y MEN n u.u. mn FEDAID PROJ.NO. ITS 7 I-p05 WY201p tD AS panED By OESIDNED BY Ii,18XNB WILT ]8V1p 222 a92 ExrERED Br LORAN re pnppp R3 ONECXEO BY M.IMDDEN XBC ]B PEVYMNIi pypyy p,l wnx�nu C -7295 uuiv xn MO,I. .B LXODOSON ISpLBD AT RISK o2llXGB RJ ITS PLAN REBIDNkL80Y. D.DYE REYIBION DBTE BY — T. 23 N., R. 4 E., W. M. 1 Cffit L ILJ L _ e � o Go 00 SCALE IN FEET Oe_ OP � — .._ � � _ •./ Ov _ P.3 —CP _CP OP OV _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _0.. -B S� w .- DD3LINE .... .... .......... ... z J� 13 f Geneml Notes t SEE SHEET IM i FOR ! ENO. 2 SEE SHE RN 2 8 3 FOR CONSTRU=n NOTES 3 SEE SHEET ?N I, 5 8 0 FOR INRE NOTES 3, SEE ILLHN I M A PoANS FOF PoWER E. PDOfIIONgL LNRE NOTES. T-269036 FlLE NAYE C;1WGXtW IeTlvppp2YNIYUePBr P8 TS 80688 n es2 ep - xe�9a n �y u. iT. ✓° - fauN W" 11 O _ -��� $" � —� Corridor Program 405 .... Altg •,•,eQa• ILFINGLx BERC[x • � V "Uk"ru" TX18TwTE MNEs UMON, WC I -405 1 -5 TO SR169 STAGE 1 - WIDENING, pt] TIYE a:Y:s28Y u.u. mn FEDAID PROJ.NO. ITS 7 I-p05 WY201p tD AS panED By OESIDNED BY Ii,18XNB WILT ]8V1p 222 a92 ExrERED Br LORAN re pnppp R3 ONECXEO BY M.IMDDEN XBC ]B PEVYMNIi pypyy p,l wnx�nu C -7295 uuiv xn MO,I. .B LXODOSON ISpLBD AT RISK o2llXGB RJ ITS PLAN REBIDNkL80Y. D.DYE REYIBION DBTE BY J_ MM W N Q T. 23 N., R. 4 & 5 E., W. M. 0 M X� SCgIF IN FEET ry w n -Y8 aII ^F w p �aA 0 u y 2 s u 2 i I sm i -._.. _.._.._.._.._.._.._.._.._.._. - - - � - - - � -._. -..__ . z - - r_.: _ _ - — —_ _ _ _ •. SEI LADE CJi`RANP ._. ._... I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 8 _ _ _ m .Yi Vt 4rm 2N -- --- IQ Jw _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 _ _ (� FW n z ._.a•:-- ° ......... .. ... I -- ---- N9�0! -NBCD LINE 1 I bB AMS m .. �I u a I lu. w 1 ., , ewtG EXISTING SPARE CONDUIT TO REMN zi� General Notes 1, SEE SHEET ITN 1 FOR LEGEND. 2. SEE SHEET CW 2 & S FOR CO.YSIRUCTON NOTES 3. SEE SNEER TR N° ` ° FOR NM NOTER. 3. SEE ILLUMINATION PLANS FOR REM AND AGDITONAL NgRE NOTES T- 269037 FILE NNNE C: 1WaMlgoacNAC1 @TJVpW'XmFpSMflBTJVppO] P8 TO 1 n S a L �� o y0 drz JT'yw1'�Oy �.a �" _ Corridor Pr 4O5 Program ILFIN4ER BERGER ��• a— +Ac®ms TIU4nrATECON5TRUCI'ION.INC I -405 I -5 TO SR169 STAGE t - WIDENING PIptB THE 8:68:26 AM '°°°' ^'rz FPO Ain PRO.I.ND. ITS 68 Mw NtB06t6 10 WAS' PLOTTED BY ea OESIGXEG BY R. JANN$ Ap wUT fN,p IEI °�� _ 20 393 EMERED BY LDNAN IFC N180° RJ cNECKEO BY ML 1MDDEN NGC L - REVISIOxs g19NS RI Rd^'� +�° C-7295 PROA ENGR LNDIXa80N ISSYEp AT RISK pyfWS RJ ITS PLAN REGIONAL ADN D. DYE REVISION M. R1 I a -4 I . General Notes To 23 N ■ R■ 5 E. WwMS 57 83 i I 1. SEE SHEET ITN 1 FOR LEGEND. 11 N 69 hlrA I - I 11 - 21 2. SEE SHEET ITN 2 & 3 FOR CONSTRUCTION NOTES. x i--; i % � 1�� Im- 1--l" , , 43 .11� 11 . I : I � i 1 46 3. SEE SHEET ITN 4,5 & 6 FOR WIRE NOTES. 69 . s I j - , i - 18 (CC-626) 4. SEE ILLUMINATION PLANS FOR POWER AND ADDITIONAL WIRE NOTES. , - , 1 N_ - 1--, , N 82 1 1 80 /' 1 I ,Nr IN . . , "i r27F i , . , 1 52 61 r__j (:i � I i 1-11-1, I A f (�� ! i i ly6i, I . 8 I ; � I �� i . i 11 I : I L:tll , 0�, i I . \ 1 / 0 so 100 I i I i I't, I . I :. i i I . 1, ii ", , � I 11 1, , � , - 45 I i 1 22 � a / . , ,,, " I 23! i A 86 13 i I SCALE IN FEET 1 I i I - � . i 1 is . -1 (ES-622R/D) / 11 " / : ; / I I i , I 60 I i i I , .1 __ -7 , , I \ I I I - ,/ " / I i 406000222 3 : S1. �. _ 6 1 .1f/11 I I ; i 1. 9 \ : . / O... I / f I I ; . . .. , � * I . ! i i , (T-625) I I ♦1 5ftQ0240 , - I / kl�l, i i f I :I * 40 1 . � 8 / .7", ,, , / ; 6 61 � I 11 : f ! , -N I A /* 8 - . .... . � 01 ES-622D , i � I i \ , /N F �' _ / /// I I , I i 5 60 \11 i , � �, fl,N� -1- / �/Z/' i I ; I .� i: T . : I / i I I i (E D) 1 67 z /, / i ! 1 - , § d �4 1 , 11__/111'1� 46 .1, I 1 76 11 Z. I i i / I F_ - j I I _ ! ! � I'KI I i � 1 1 i I � / I I I i I i . - - i � TYP. ,--,/' I / / , I i f I ','\-, + : �/ i � f i I_ -L, :S 36 "', j ; , ! . � _," ; � __� ," -1 , / 1 if , i 1 - __.. I- --il 11 - \,r" I ", !: "' � -625 -625 . " ,�> i � CC T "I I N 1 73 68 --------- - 1-11, , . I i I i i i . , . �� " I I � I li� -, - . - _... - -) x / f .1, , 'i� �, I � �� . I i ; . 1, I 1 • I i-_____ - , ,�\ I I I i I i I , i I . - - / i ____ ------- * - "" I - I I . I I "� I I - ; - - , ,� , i ! I ! � 87 I ,,��, \ , � .� I I I \ - . 4 1 - I I CCTV-625 I I i I i f . • . : I - . ES-625D -I.-.-,--- , � . , � 5-7 , I i - _ _4's" 1 1 , ,j ... .... � ... _i .... . � ___ -.111- - - - 11.1-- �, i_ ____ 1. _,::__�7�1_ _LT__�� �, - _-, I i i t /X, �, I 1_/ r_ 11 ..... . ... 1 ,__ , E", __ - - -----' .,--' - - I �\ I i 1 ---* i ! � : . , , �__ --- -- . , ,\ - " ill - 1 - ; i f f l ;,-'7 ; �_ 7 - 1 .4 � . ... �' _;_��_:-�� - . I - - C I i ! " i . __ --- - -1-1 - I I . - r_1 ,-.-- - - l,' '1/ 41 - i, � � ! L_ . - 86 74 - , V x ___ - _ - _.. -I _ - 1 �� _ I I 1-1- * I I I I ! f I , I CH , A -1 ____ -0, _ - I—- , 1 1 - . 11 1, .1 - I - - ", __ - - �_ _ __ tAs- I , � I I _111- - - , -.-,. ���� , l ! i . j I - ", -1 . V_ A _1_,._ � -, -, I � - ", ! . I . 7, ) 111 _ , - - , __. , " .. _,_, - --- , . i i '---.. . ; l i !, jr i -1-1 1* - � - - _-.�� 1-�, ,'� ;�� f I �,��5-,_ I " I I < i I _ ", - " L_ __ __N .1 I .. I , ... , - , 's% �`,, __ I I , I 1 =,, \ , - -.11- 111.11, , ,_-_ � r 1!le 1, , i-,, 1 "-.! 1 . - __ I'll �� __1. ,,--' I t I * � N I - .... /_ .. I I- ...... , ,111r� '::;,��,;S,-,-',_,',`�:� _, 1. ASVAI . f . i i- -1 ...., '.. - ,_,;�� 1 \ j ! I ; � /, I ___ ... � 1 ,,";",iii,�', , - : I � i CD I j H-626 I I i - . i - - 1 1 . / " -, . - . 11 12 I' \ ,,;: .I... /_ ��'�,-, I I/ ____ -, -_ �� 8 1 " \ f I I [ 'tl* I'\ . - -_ i , - i . Z&OF - --:-::- I ,/ RENTO - I-..,_ �. ..--.,. i � "I __ I ; �\ . 1 - I ! I \ 1 i I �,�" 1 15---t... _.; .. . . I - - i if I � \i, I 1.11- _J -, . . , / � i ; ___; .1 41 63 / . __ 60 i I i I i i I i 64 1 ,_ ;�,;;._"111 -- - - IT-- I � I i I : , - 111-1--, . L -A "L.'.1 _.��j z I ilowfe , \;. " I - I i . \ i I , �1� - , __ i i I , i-ii . l I' / - I / I X .- ; - \ . ... -.1 .— - - 11". q i J, I - \ I I I ` � , , - -, i- ,/,, , - __ _ ___ - -_ i 8 . I - / //1 --- --- - __ - . - N, �_�, ii i � I ; 406xfOO240 - 1 � x � I / , _ - ,',--- _ - " , I I 1 I, 1 1 1 1 1. , / I 1� ... 11 s,�,, - - , 2 - \ ,/ " \ � / / - __* _ I , i I i i 43 / - / __ - I I i ! j i T-626 iN 7,] 1 1 " I,- -, -,i 1 ; 1 : : IN', --/-,I \ , I I � , , " � � , N4 l/ 1, I , 11�� - - _ - -_ ---., , , � I U) I 1 L/ I I I <� 17.� � I `-y _�, ____ I __ --, , I i li\ 1 1 i i I .. _\-k- , i Ll.... - I , f % q i I i, � -11 \ I . llxl�" N:", , - ----A--- - -I---- _ -\,_ , , 1, ; l : , ! j I I - � -- - ..., . I ; z . -:::_�' ` I � , I i: ; � I I i 62 24 , � ; I— , - 7��l 1__ -.0 - __ -1 . I i i 65 � , � �1' / / , � ;--�'N_.��-- 1, ��__ I, I'll 8 I - " - I - .1 - _Izl�_ . / - -"'- -'-. � , I I " -, , - - - - �_ I I I . ...... I / -, - ____ 22 _ / I ♦ __ , - ` -, `----"`-\ , I 11 ji 1 1 i: V7 1 i I i f I -.1- .- 1. __:�_,__ / / �`�; _ - I , , - ,rte - -, \1\ --- .- - � I � -�, I % 1; .1 VMI ii . ,i PB ' 'I- \ I . .1 � " _�_ . 1\ -1 1, \� _111\ I I I i .1 11� , I i I 1 i \ i . C , ,- \ ; / " I � I , i j 11 I I I \-\ I - IV / / " , - 1, I " - \ \ �� \ IN, I \ � >�, �\, //ii/ -.1 � j I/ le , / f, , C") 1� 1\\ \ , , � I , _Z��e \ I \ , � \\�\)� , "\ - 4 ,\-I \ \, �/ ') . ♦/ �-::\ \ � / 1��, ---,\ I .. _ -,i 1 1 - - 'i . 1, ,I i / < ,/1 - ,,, - 1� / V / / \ _', : `� 11 €,.._. -, � , �_ i/ .. __ , I 't 1 \;, // 1/1 \ \, \ �. tl_-u i - ; � " \ \ , , i I , i, :I..--. - - ___� , / - / I I /) \ \ i \ / \ y /// I I , N : i x / / / , \ 0- \ I I , z , - // "I, , , Tv \ \ \\ " \ � 1 if 1 1 I/ ; 11 I \ I / I I / /, \ N I / I/ il -! . 1 I tl� _1� - I \ ,\ N I i I / / "I ,/ - / / , -1 'N \ I i . 9 i . ,�, — — __ . \ N\ \. �\\ \ \��, - / / / 11 , " / I I ", '-, '\ �, 1\ 4 f il I I /' // , �, J* , -:�, .,/, N / \ �, / \\ \ �%,,,_�,!J! / I/ I \ ,\",>\,, \iiN 76 \ � , 11 / / /,/ V/ -\ \\ 1. � �, / . - // ,/-/ / \ ,\ \ "\,\ \ \ / / r/� )i ► i � i � . C 4 1, , \ I I I I / / " %/yI/ I/ / ,/ , V Vi f I I I ; / I \ / // /' , I N, \ \ ,\ - / � ", / " i f � � I / I / - - \ / / N, "�,�� ,\ \ , / /', / , , , �' I , * if i � // /A / / _/ \ \ I \ , /I/ I � - , , -\\\\\\,�,\ \\ \, ' � I ! Q z I \ \ \ \,\ 1, \\\ I // :\ i I " -1, /I / N i \ \� I / - " 1\ j k / / ,��/, \ - il \ \ \, � I , 1 i / / //�, I / / � \ \ , , I , , ". � I . I A ,\ \ \ \� I ,f . I ! ! I ! , / // N N, N \ \ I / 1 � \ I , I / ,/ / /\ � / / I - \ 1\ \ \ " ,\ \ I , \ .Z I 1 11 ,/ \\ I �� i I I 11 \ I I X� I \ I ; I tz, - i " / I/ / I "I � , ji�t " I �� / , 11 K � I\\ � ; , ! ; ,q 1 7 1 , i N " ��'�, � \ \ \`., / ,'- , . ... I � \ \ � I �// / // // \ 'i ,� ,� ,;! , / / 11 / ///' � / ,� "\ / /., ,/ --- \ , / �,, " / / \// , � 7,- , - , , � I � / " \ \ �� /,/ / . I i -"-- / � 8 i �,-\ �� \ , I i; ICT i 1 M 1 ; � ,` / I \ \ I,/ / , \ \1 , \ \ N I / _/ I I \ . � / / / / // /, " f . \ \ //y 11,11/, N, �\,X \ i ; I 'I ., /,'�� \ I/ . / , I/ I it ,,, - I- \\\ " \ , , / -/ I I IV I ,� i \\\ \\, \ \ . , I I / \ , , \1 �, I \ ,%,�, , I i I " \\ " 1, 1 4 i I 11 i I \ \ I x�/, � / i; � X " 1, . � . � /�/ \ / I i. \ N I iii 11, \ \ 1\� \ I" hl . I 11 -, .\ , i j`i� ,,, , f / / "oo, / /I �/' / / � i ii, I . \ ,/1 I , " I ,i\ , ! . / / I / / , , / _/ N � � i - \ , N" ,// �/ Ili "I I I / I P - � \ "NNi\ . f / / ! il�i", I , � e � ) \,\ , "I I I ; \ - . �1/ , i // /I i ; A , \� 1-11 , I - \ \ / I / / I \ � \ I � / - I , , 11 i 11 \% v \ . f f / � I/ ; " � I ill i \ � \ \1 , , �/ � , I I . I i I lj�i , I �, / , , 'i - il?�, \ N, I , f`_., . f i I / , ,� ; \ \ / . .1 I "I 1", \\ " \ \ I -, 'y' , I , � I . \ / "I'll I/ / / " \ / ,/ "/' i � 1 \\ " \ \ N I / I ... ; f , 1/ � � i f i I ; �, I I I " I I Ow 'N ,- " I N11 1 I ? I i i . I " ? " , // I , // I / " 1 "/, I - I \ f / � I / I / I / / N , \ A';1 / / I / i i I? ,�t, N �_ � . " / / " / . I I \1 I / It i ; i / �\, , ,g , . , 11 / \ � i \, i t I " i, \ R. A, � 1 t , � I / / " I / x 1 . I I I i f -Ilk f I I I � / I I/ " \'\, , ; 1 , f . I ` , �, i . f ,� *� 0 / / / , � \ , \ \ , _, 1A, '\% __ " /I ,/ �/ I , i h \ \ / , 14 / ii x � . � ,_/ I z i I \ 1, , 1, \ 11 � 1 , ! i / / / " \ \ \ 1�\, " , I x : I , ,,� - N , I I / / I , � _\ \ I f i �4 , '1/ I fli \ i \ y \\, 'y f i I � f f f i i I i Ill, \ \ \ \ \ / � , I / 11 il 1 . , � , , - ! I "I / I / / /I I I ,I N \ \ \ I " , � I ( " I I / v \ " l , , 1 / , 1�e I ; � P I I I I '� , ,/ I 1 !Ill I % \ :I/ I ...... � , \ , I'll 1\ I f � , i I / I I ,\ \', / I � I I I ,(( /�, , I / fill 1 ; I ,I / " �, , I \ �/ , , I 1,,�ni V ,V " I I . � , / -,, I i , \ \ \ I I I i , IN � \ \ 1, N i I ; i ^ ,� \ I / / i � i 1 it!: 4, \ � ,,.-, ,,/ ... \ / If i ; ; � \ I i r , , , " I I i l '%\, , � i I , I . � N i i " A , , ,-/ \ \ \ \ �, . I � I i U * , ; \� : 11 I 11 - / / / .,,,' \ I I i 110 - \\, I i, , J ( R1 � 11". N ; i, " - '� I N, ,\ �, I I /h - lr%p 1�\ " / / 14 - I "i , i,� , \ r If , -, / , ,_ . - -! I i V1 \ I / e��'� I '11, t , , I ""', \ IN `0\ " \` i \ \ , , i , ; . , / / / \� ,4f -I,il % \ <i�11� , -� �' ♦ I ; i �. - j I 11 ,� - , "'; i \ , % ! I � \� \ <, " / 4- , � ,� , n/ / AFAI i I , i , __ ,/ /, 1, I I I 1 I i ; I I .i , , . i I i \ - /-, " ♦ , I , I ,,--- I I / " " - , / _ - ,if 1 f 11 / � �� / I / ifi�,�, I . I � ? ; - - ,_1 H 9 / \/ , � 1, � - I ,,, � A " -\ \ I 11 / � ff - - " , I , ' , � I 1W i � I I I I i i - - f,,iij 62 , _.t -, \ � I I � , 1, , I 41 I � I , iNb - __ /I - _ i ,I 1\ �,, " '% I " I , 11 X, \ I , � � I : I t I , � I I Z I I t I , i I e ,--,' ...... jini 67 \< r . i � I � - - ,1 " _\ " \\ I \ I \ _< , V � , - "' 1, ♦ / '�\ � , " a , I i 11 66 ,/ � I , *"---- , I " I ",", , ,�\ \\i, \ . I I I I � / , ; I / / . / jii'l��, I I N 2 � ,1I � I I i; ; / _, - I /I .i4j"? \ Y I 11, / k � , I , -_ "I / 11 ili;`�:, - `./ I Al/ 13A i " _Z/ IN\ < \ \ f - 11 . i I 'I \ \�\\�,\ , I x I ; . I I , Y. I \ ! __ ------ - ---,,, \�, . I -, "i"111 \\ �.. " N , � I . I I \ / . i : _ . I CCTV -625 I- : .-,-- "" _ I/ 11 , , -".-- ---- e, . ,,, " \ I //_/ 11 'N I - N, N , ill - it / \I I i 11 I-_ , \\ , /, //_/ / , i V11\ I \ 73 , ii _" I _-, I , " , ,,\', \ I ? , ___' , ,� / \ / t , _,7 .---.--.-.- '_�, , , ,:,� . - '\ . I ""' . \ X / I N I . I ; ---,---- _.- 66 -, _� _� ._ \ " 11 1\ I TYP. I I � 1� I �,'��,`, " I k I I—, , iii, ), ", I - ,_ ,_ - .1 , - ,/ �! I f _ d � i " --- - _ � _,\1 � // / ,-I-,- I \ \ I I \ 11 \, 18 67 75 22 , , /I I � , '�,\ N � I / �, ,),i,\N , *!�, i I i ii "I - __ � 11- " , - __.1..__1_____. __ I , /�1'11` - 11 \ \ ,j , \-\ � . � �, I , \ , I I I i I ________1 1� `-, \ 11 i li 1 ',-,- i : I \ 1\ - I , . I I I \ \ / I . - N, `c '11 1 !I __ __1 - --,--*- i _ - I/ 11 '�-' \ ..% \ 1'\ U / � I �, " , , - it::-_ _;ii,'TIT -1 ,, c, ,, '' I 1\ 111. i l 1-11 - I "I __,_�, I 1\ \\ \ . � �,� �, I 11 ,\\ \ - �,��,' \,-;) 11 IN, I ��_A - __ __ .... �11__`t I I I I N", / i I I i! __�__ - - -1 - — / I / 11 ^ I 11; -.ii, V! �/,, -, I I � !'I/ , � I .___ --- — __ __ I.- - __ \ �', 1--__-_-_7--.-:=_ � Opp�qAmp - /I " __ \ \ � , 11 29 /11 i VN - 1\,�\�/, - i. -) , ""I.- , - , , ,` \ 11 i;, is , I i t I I /_ ---,, v, \ N � /�/ / I I il i f, "; -1 �� I SB " - - I , - -V I i I I \ ii'� I , j � I I-- />- -i, -_ _l-, ____ / ', 8 1 4, ♦ ; I ; __- _ /� , - " � \ . , ��, � ,1 __ \,!-,� -- \\ I ` , — �', "� / " i � . ---- — - 1 �i�___, �,�_ --- — _ .. . .... I _ . ..... . — /11 '--,. r " __ , � I ,�� I - — I I �� - __�1 — — __.".,_Z._ 11 // , , , ,k",\ �- 1, ,;, , f 11 " ,\, \ �-\ 11 I , 1�—Zz__=Z, __ I , ", "\ I \ . . - I � Iz- _.__� X __ " I , / 'I--- , ^ / I � / I I ! '%\�\, NN, , \I\\\'- , ,� -, — --- -, 'i , I , , ;�� __ — , , — , , �4�> — hill ---, � ,�',- - '\ , j, ,I ,� r`;.:., �, k �, — — 1--, , , � � _� � �,�, "\ \ , 11, I If I , _ _ — ` -:_1 —!— —"---,. -i I __ 1� _�_ ---,. _—, .".— .� �� F�j , ,,, -,1_,_ \ " ,,, I 1 71, _� L-, - -, — , " I i i " — - �� — -- I " �\ I 1<, 7,1�\\j -IV ,_ � .... �_�r _-Z—, , ,-- ,it—. � — ',— \ k , 211 \ ,�� �', i 'k �, , — ' _' � — �,_ , — �-,,�- I I i A "" \ " \ ,�!, 4,1 - , / i , I I, I — 1 - �A%,,, " -- — - , 11,� . � - i / —, , - —AZI ��__�:____ 1-1 , / i / 1�1' I - . ��,�� 1-1 I � —, — I � � - I \>J , I , \ , " , , , ' , _� , Ty, , I ,_` , \i 'i " 1 1 I " , �,;:; - ill i — —Z 3- — , " N ✓ �Il 14 1 / ,r ,__,.- i *L _."" -11 �r - \ I, f -,--.; I : -n , (2�4__ ' �7 1111, 1�� __�; I \ I X �_ -, ,-,--, 24 11 1-1 _�� I I ,,,, \ i Ili - _,.- � , - , � 1 -71-1 57 1-1 I x , 41, - ',��- - 66 1 - � 55 66 ,_11_� _ 1111, ' : 1, U.), - - " 23 1 �--ill , i _ ,� / 11 ; IL . \ -\"\i,\ " ->,',�,�, � .� . \ �/ I I I , , I _ 1 I - I 1, - - - --- k , ,� - -1- 11 . . -;:" I Q 1A /1 �� I -, _ _,�_, � '\, I - - 1. i ,,, - � ! " - ; , a,% I � / '11Q11 - - i � _ i )i 141, ','� , / ,,/ 1; -_ � __ . ..... � I— \ w I , �0 -� i j, 1 1-11 1\ � "'' , I -I, ; 111, i I -i;�-)%_.� '\ `,��K-�\,\� ' _' " - ____ , '.111- I", ", � " ,./: � . , -l�,_ ,,,, _� Z-4 ' , I - -,y N _ � _'V4�. ' � -Z � .. - �-�-,� - - - 0 k -_ � - �,, N 7"', ,- , � _� ,,� �_ - _�,�______________ 1-1; _/ 1, L11 � ,z 11-1 fl, - I-- - - I -, ,;;�, I I ',�, I 1 ,4, 1 1 �, , ,'\, - --I- I ", ,�,; , � Z��Z` , I I 1, -.11", �,'--\--- � -,.,- - z ii�, � 'y .� - I , I �__ - i- I ! thil 16Y - ., ' 3 -_ _11"�_ - , �il- -, -,,<e,-, ,� I /\// /', 76 - I , ,,7 . � < -- ,r, , - "",\ � I "I .-- �4i _ — ; i __ , , f , — --- .�, �x � I _r _—, — -./�. I L/ I :�� I i it �s; I I 1 �5 ...... — - — ,,, ___ 1, — _ — - - _5,."� " 11 1, " "I �_��,Zl __ — , ., "', —1— � "14 ' � _'__� ` - _ -'--' ' '. , ' (" \ - - � 1-1 , 14 1 _�i - 1. , , - �' ' , - I ' "" � - 1, . I i . - - , <., " I . �� -1 _ __ _ _ I - - - ; i _� � , _ 1; ' Z , �--- - ,'��X,,___::` - - I , � , i ' � - -_�_, --- � - " ,., _ ... ... . -----ii� , - I \ T � �, __ - __ __ � �_..; il t 11 -.1- � 11 - - i - I P i '' .1 _11- - _ / � . 24 - ,:"�- ---- \-'r_:_'1. - ; Ll§ .xi i'i" 11 - `_ � " 1- " , I - I? . (��Z_� __ _ __ '.. ;.�,1_r',"-`i,_V1_ J, i 1 1. .- ". ��, - � - " ,,, I V) -,'�,��,i . - _ - � � , - "" --- ---- - - 11, ,,, - - 1-, -�_ - � - __111 . . . - V, ��\\ �,�,�:�, �� . • ,I I - - - 1. . If i ii i -1 , ,.,-,- -�� - I - - .1 , - . - - " ' \ - "'A' , S,, - -1 �, . it 4; i "i 75 __ " - �_ , _", -1 , , " -11 * * ' � - __�' - - ...- -1 _�� _ , . �, 1, ... � Is �4 - , - .1-1-, IV It 64 - " __ � - .;;� r 1-1.1.4:-, - -- , -- " I " - I - -, 1__ "11, I � 1 N,�r -A \, �: __1 1- I T.- -, 14-1 11, .. - ' - -1 " - C I r ts6\ ,-, - I-, 11-1- , k I j . I_- .. -1- I I 1- 11, - I I --xL/-' I i " �- -� . . ..... I -��-Z�,-�;�_- /' 'I -L- ,:�:_- - , 1\ - -�',' - i --"---,,--- - - __ _ _ .... .. _. _ .... I., ., x - - . - . _� \ 1, - -'-,, 11 .... � ..... - ,-, - "", , - - .11-, , - - ___.. __ __ 11---z , - -, `<-*'Z��,�� ---- - - f�l t�,: _'..... " - �= _ ,,, 1.11 �, - � - ___ __ -_ - - _ - I .. .... � f,--`'�1- ,j - --is' - , _� ... i- 1". ; ::�, I , - _,� I -,- . �*�24-_- -,'."'14,� ,",=, " =_,��, - * 11 _ , _ -- - 4f � I'll. - L ... � "I I - -, ._ - � � . - I -1, ---. I - - - : . , 1�71_ .- - _ � - - ._� i,+.! *0 , � 24 14 � _ , y 11 , - S - .1, I- 11-1 -.1. 11-.11 ...... - � _ - � , , � _&_ _��-,�-_-.; -- - -- "I I - I - - , - -1 M�, __ - '. - 4,_-, 70 � - - -, -, -��_ 5 Jz_ __ 81 1 \ - -- ----- ".". - , -f.t __- -�.,__. . � , , i - 4-1-1 - � - I - I'll \, _ - t, - , I-- - " , ;t�� �.:, -- ... � ... ...-I-0. I �"' Ll..�_ l'...A.. 1_4 il- > -, -1- - . t,� l 1, ---. . , , � � ------ ,_ - __ - - I _ , ,��j� J ), �". - - -- <'-,:� ...... - , -1 - - ",:�� _�- - 68 '.1 � . � . ... I ___� " ,-:Z- " , - , - '. � ... I- I . !-,'/ - ,'-'' F . I � I IN, � I Lj , . n, ....... .. � . I ... � - -- - = - _z 11.11 � — --- / - - - , 11-1-1-1.1 11.1.1 _ _. ___ __ __ - --.,--- __ _ ___ _ .... ....... . ..... _ __,__. ...... . ---,- .___ - , -, 1.1, - -.,- _ __ � "I , , _�___ I.- \�, .. - _- __ �� I I - ---- ---- ___ _._, .,��,_ - 11", -- � - _,,.�__ -.`--�- =�_�; ... .... -; -- - ---- . i � __ ___ .)i e", , ,,, , - - - i 11 - -, F 5, --- — - --- 57 : I I -1- f . . ..... __ _ � _1111 - , - 11 �, , � :�_ I 11 , _ .... � �1111 - i : . . . .... ......... __ — - __ __ __ - __ __....1_ .. __1 __ __ 11 - * * __.--.-,-�-_J�',-1. I—- .. ..... . 1-1.1. =11_1__�111_ ��__,- i . - S . I 'Z.'�."., ...... ....... - .... ... 1 ..... ____ . . . ... ......... ...... 111.1 ..... =-z' -.1.1. .1 .... I , -.._.'.,_,.. 1. �. ___ --- _____. - R ! . t� - ... *"-,*,-- ___. � _:::]ft:' �� _,_ _ - - . __ = �� 1 , __.- . ... . .... __ __111 ... - ; : � . __ _�. • . I I ., I , : ... - - __ _`_.",='_"_._:�'=7= - - . . - ..:1;;aT =: , ''? � - L, "_ - �; 11 -, ��. I— _. I zi . ;�� " -.11,; W � - __ - ** - - I— - .:= . . ...... 2��_ a- _ .- ___1. � - 11-1 .1 .1k -,.-.. - ... .. _ - . . ..... ..... ; I-— - 11� -1. - in, __ Imms. E" I _ __ ___ - - � .. . .... - i _- I .... I .... .. .... I ..... ... - I.... - __ __ _.""'... -, -, _4 - . ; LJ - � - .. ... _.._____ - .;;.;;, _`._"_..7 1 �� . � � � I ... .... 1 _ _.__ ... � __ ____ MS si, I— - - - - __ ___ _ , '> I , - - - --,--..,.,.,.. ____ ....... � ........ . - ___ __ _ __ __ .. ___ - .- I— - ___ "..".. . .1 - .... .. 1.11-.1- _ 11.1- - ... I—— . ..... _ - - i ..., I -ji-r __ I- ...11-1 ... ..... � . ....... I. .1. " -.1.- 11 __ - '** � 1__ * " **,*-*, - , , " , , , , ____ - . . . . ...... .. 11.111. .."...".1-.1-- ..- ... .... _ - --- ____ -1 I . I- - - - - ; i l f ; I . . - MS - - S I . - MS --- I 1 - - i I .1 I ! I i , - -, - MMS --- 11 1, __ - 111-1 ...... - - _.-I....- 23 - MS - - S 2 �;-,' ' 2-27 1 , i - __ I _11-1 __ __ __ - __ ___ __._ 13'** ...... � I "I - -57 _' i , � ..... � 1"... I—- __ __ - __ .1-1 - I, - __ . ... ..... - ;___ ! i '23 -1 44 , ; , � .1 � I ii f - - - 11 - - ; i � I ; i_ MS--S2 I i � I I I " . -, ___ __ .. . . .... _ , 11- 111Arl�_ 111.1 . /�'_ ms- - S ra r- mmS --- 3 \/ \/ I ......... ...... __ .... .. �i ; 1! , - - -\x"4-.- .,... 1 - __ I— I __ - - - - -I--- __ __ - ____ - __ ___ ........ ___ __ __ _\�_-4--_.. .... � ... � . ........ � ....... . I ..... - . ......... ......... ..1-1 . ..... _'. __ - --- I.- .- 11 -1-1 .. ... �- .1-1. 1-1- -,.-.. 11.11. 11 : /---\ i, ........ ...... __ ....... - ...... ..,H---.; . 111. __ __ -.-,- if_i . I I 11 I .1 I f � _ - - - � ---- ----- — -7 i— " - �\ 11 , ... � - C� ,% ! ; /,I-�\ -,-"', --- /I -SI3 - ..-- - __ -, -.1111--.1-1 \ -.I-"\ , '' I � -M ; L . . 1. I., ; I L � � - - I— ___ I ...... . - -, .- ____.___ - " , -_ - - ___ I - _r - - \ I - � ; . i . --- �_ f - L_ ___ _ -.1 . ....... N . ..... ..'....'..- .. .... ....... . -1-1.1. - __ __ - ---,. : ... 1, - - ..... +11- - . 11-1.....-I _ +_,_ __ .. . .... �_,:, i . - Z_ �Z.�_ .i.-, � i .... - i ...... - ,�._' - ,_�', �,:__ .- 1 1\4:z� __ . ..... -4 ...- -1-11.11--, I. -.11-I.- __..:'__.,_+,_'_____ - "' � - "__".,__"1�' - - - _,-_.� _-;- - - a MSH - S4 OQO)- 1�-_M$q RfAA 59 /> 1-4\ \, - _ —1-190. 1 ....... ---. --- - ...... � __ SH __ __ __ _11-11 I� * __1_1&-'- r - _ - __ � _- ,. .1 ... - - � �.�::, 1_1___1_.`_..'_�:_ -1 _- + _/ I I . , . -, _ 7 .1 - -_ - - - - - - -.1 ... - - 11 I-++-- + - ___ - I— - _� - I.;-, ... I.....,., _= - " _, .1w_________ - ___..__.: - - - _____.., .. ---.:�-::q.. -im ... _ . ..... � ... 1::::; ... ..... :... _ - - __ - - -, _7 - �.,! �_+ V__..., _M_'1+_..:__++.;:,+-,� - )_ 11 I . - ,: �.. - - -, .......," ... . . . ," , - , P-0-- i - n . ......... ... .......... - .1 '. , - - - . 1, . . . ... ....... ___z I 1. . - _,�__ - - -_-- � - ---,-,- _ -------,- .1%Z .. . ...... ;;;!�, ;;;;� _I_ .. i - tr.r*1 - i;4i;,-i;;4,;it��iiii;i�,i4�;.i,_.,. - 7.71- - : -1 1771 -.---.I:- - I 11 I i- - f i .1. - i ____ �_ i - 0) -1- - 1-A," , " iE __." ...... �, ... i : Z___,_, . ..... =4;��t=-& t�!� �4s�;;� � - =, ; i4��!��r�i- ."";; .11- � - - - r�'_ - - - I.., - -111, .- I - � I I ! I T - I I r*_ Go " / 11 11 I I T _ ; i1-7,- - - L - ___ - 11.1111 J _,_ ___ __ - ... ... . ..... _.. ..-- _ 2 � I , , - __ .. ......... ..... - ,-- "., . - -1 _-_j____ __ .... . -.11- I-— ___ - -, -1 ; I - I �.. _ i . ... rxi` - ... 1.+. ... ...... I.. � ......... - _ __ I—- - -- -- - --+ ---E405 -LINE - - - , � - "' _ ' - - -- -,-- -- - - - 57 78 r MNH- 7J V_ =Z= � ii I __ -1_-i__---- ... ... I. -MNH-S3 ;, i / -_- ! ! _ .... I ___H : i-, \,!,/ - _, - ' * 13 V_ U) ,_ --'- - i i j 82 I I I _ _ _ 9.. ___ __ __ ,__ _ _ " . \ / -'J'/ . - . Ir4 1-405 _., _ +____._ . .. ......... " - , ... ;,� ... - _111111-11- I MNH--32f19, MNH- S3 � 19 �� ?i_� A � I i; , ! , , _ __ '. _ - ...... __ . . . . . ......... .... � --- ---- -- _ .. . . ...... ......... .,.,--. ___ ____ _ _ ____ -.--- ____ __ __ 1- - _ --- — I. - . . . . ............ I 1-i � 1 - -i----,-------f,�-----------,�-,-----+- +----.�-__?. -, .... 1! ___ 111--- ___ ...1.1 . ......... ,��;'< - ---\---- -- -- --- ---- --- --- - " P. , ,VoP,,Iii ... .. ... 11110, 1 77 I - ,; -MN _.- ,_ V ? �j ; � � i. _111. 22 go I _V_V-VI' .............. i i . I ,_ j + MN --- 2d b I-MN--S2 ` i if ?i I ... I- _ ; . f i : ...... 1 .-.-" I-- . .... - __ 0 - - - , __ _... I , i __.. -1.11 __ .... - 11. ;� I ... I I ---- ___ -.1 - -, ... -1... - -, ..... ..... I—- -1 __ 57----79 i. -, . . 9 - --- I S?�', . - 1\7� ING- SPARE - - z i l ! I I I I I - MN --- I __ '. - _ ; I ! . . i; ._ 1 _ ... - i i 11 . i f � il f I � I 1, .. ... I 1 - .. - _r - - � , I j - --i - I __ - ... %=- 14 I.- - i7 �C�X`T REAN A It' I f � 11 - - �-:. �, � - _`�_� _];� , .11.1 W . . .. _. Z 71 � ;i k 1 ., - ,_n��= .2' ------� / . \..- %A%Rlv&o i- +1 i :+" 11 � . ..... .. _� ... ..... - ... ... � ... ..... ". + __ __ - � .... -.1 1-1. .1 - _. - __ �� -1 --- __ - - -------- - 1- -.1 , -, I � 1, I ; .1. _ __ .. - - ___ :." - . � . I .1 - _ ,-- - ,- _1 - ..____ .... ... ::i,�..�::tL�:-���- � � .;. - __ , . ..... _ .- . ....... - -.111.1. - ri - - - � I'll i ! � 1 ,.,==:=:"�,--,-".-.:�'-.�4:- 1� f':_` ._", ,---,- - _f``*-Z'T ' - - - � . __ -CN-, 1 - I - -:::!"-,:::::�::::�::��-�---."-r.,--�-- - . ; ... I ...... 1-1 i . , . . ... ... ....... .. ... i_. � - - - _ _ . ... �.". ..� � i i . � I- - I - - - - 77 �_ _____ - _ - , - - 1=:7'D_,__ _111 -=-,::':,= ...... e_, = - =7 _]_ _� � .", 7:� - =__1=_=_=_::f . .. .. . . ,.., _ . ..... I - - - 11 ... - I - I - < , , _. LU ; ; .- � I - - ... =,�,�Air�-- -- -- - -- -- -- -_ - xi- ... ..... . . . ... ..... - , =ff"2, **t1`;f.1 .. .. ;_ ,� ... = ... - " :;,--- I. - - - - -"-,-,- - I i - .. I - .;..11.11� I - - 1--: , - ( < iv w x I i I f :* I. z EXISTING PULL NB406-NBCD LINE ; . . . _1_.____,.__ -1-1 __ _.�.,_ - U) - C N -t,l - I /ql ILI �/ ! ; 1. � I 11- +1 ", I � " � a-1 75 5? _r!�z d - - - ; - - - - - - - - - , � ,,". _,_� . - f ------- -, ------ _ _ _j \.. \\-----j -REMAIN-1 / / ;�;, - � i __( - - - - - - � - - - - i ; - - - - - - - 1� I'll e ______ �, __ ; I 11 ---'I,- �_��_ _+ .- _ .._ __ .. I ++ - - - _ __,_,.,___,'I._r_ 1111 . ___11 % I _ _ __ , _ 9- I 1-- -I I ) -, �/ ____ �_1111111 1__11______ . . . .... ______ ,____,__ : I - - _ __ _ ,---,, .--,,-,,.,- - _1 I . � I _ ILI ..... 11 _1_1 i 40 1'\ I __ ,,�,,, , - __ __ - : - I . I . I - . _,/� __ - �' 11 1 I . . - , - -,-...,--'+ ____, I , - I - ,�_ ? ; --:: � .191' " I -.\. .1 - ,_._ - -1-1 - - - "I -1 , 11 .. ... I.- I ... -.1 - _.. 1__ 1- _1 __ ._ ... I ... 11_1 ___ ---. - - _. - _ -, - ,,,, : , ; i I ... - - __ ...... ... .... __ I ___1 - _ .- ..... ." � / / 1, / - - - ,.-. 7 - - - - -C�- I . . .... ..... . .. .... -,,-- ,,, !, __ -;-..- __ .. -, . ; 3: W - - - ' -'-- - � �/ -1 -1, " ) __. - I -'-'- . .... . - -..'-.- - -'-- ___ -- _,_ - 1. - - � . ...... - . ... . .. ....... . � : /-;, I , 67 1 �_ I—- __/ I I , � \ - , "I , - ...... -,- -:�.:� , _ _ _ + __ , , - _.- --- ` _ _-_� _�'_:"��' I , :!, ; � _ - ... .. -..,,.- --.., N ., 83, . � ..., / jw? - _�:_ --,--.-, ---- - ` , 1, .. , � _,� .0 - , - - / - - - - _... -.1'.. -1 ". :4- _� . / I 1.1-1 I-- --..,;- -_ .- I " . -;'. .'+'**' " I 1" i ,?L_ 1- -, - - --,-. �._ - -7/1, - _ _:, �\ - , ", - - --- --- :__ --:�: �' �;=,x = ,\� - -M_a. A, �,-p!_,�, .� - ") 1, �'. 11 , OtA,f� - , -,- , " i� ,;��_�_,-�;,Z�,.�: ... �7 - " , , �,��:-_ __ - - - '); N __' :"� y <_ - - - -1 - � - I .1�, I 'L, . I , - � I f - I , ,,, - __ __ \� , ,Ik� V, , , i , ** " 5 , -_� - - - - -T, -----X_�, - " - , � � - \ " " " �� �>(_� _. " --l-7t . ; 11 i ---- -- -- " - �,:L I -T - - 4(jv,� __ �.,,x 4 . . i, 1 � - --- - � ., - -- "_ \\ I - / .1 I _>_�,_._ 11 I i .1 v. - --- I _ --��- I I 0 I �; -I , � - - . .1 I I _,__�11 '11- Q -4-;', __ - - < � " -f 11 i� _ _1 ... � " - " -, - 11 .. "I i -.1. ... .�� V" I Jt' i ! , I i / " � , I _\ � I I i if - - _ - " - ___ - __ ,;-,:,,,,,,- ,,t45 ', - - _ �11 i I ; i'l, i ,�,)� I ... -.111 __�_ '%, '_I., � - - - 2 62-,� 1-1 , . .*1 f 4 11 - 11 '.� - ��)4 i- -- -111, 69 � , I i q ji,,V_�,_, .�Z, - - -, I h�l f; , / Ve_,.� 2 `_ __ ��_ a , / I i i ,,l . i , ;,4 \� , ,,,,;,, I I . I "", "', " \ I i , - , "I 1 4,, - - , i _-, " �,�, - Q , -** / � � , ,/ "� ��`,��, ,-7 , ,, , -,� \ ism _.. , N - � +4 1 ',_ - I '+ , � 1 f � ,� x , , _ . rI � � - ; IV / ,,,, _�,,_��,:�;- \, , i I � p , 11 11 /I " - , � i F 1 - " L" I / _ Ili " � IN � I , / " 11 i � , , 0 \ I I � I __ " I/ f �11 . i M 1. � � , 1\ i I , : / , I . " - __ I , . N " ---Ii, ,,� , 11 I 11 - " \ ,,- _,,A ,,, . ....... ,- _ - . -NIX4 " i ; . i i i i �v - ,> � , I 5��"p - 1, i - j . ... . ...... . _ I 1 l� I _,� ,�\ 1��' , ,,,, , . i�-/ . ..... - - -_ -,,,.-..+ __ - - . ... . ... - - t , i k� .V IFTC -, --* , - ,,, L/� " 1 i 18 36 22 , I f; 1 . / I" . ��,��\� _\ \ " I'll, \ �1_ ,., _/ ' _ - 11 I I -,- , , _y � / , i I I "I - - 11 " , I i '' � $ It � . " I I / i_ x -i 4__ , /0-�X-,, 'N' , . I � . i 1 t ", . , , /, "//, , - f -, I ", � "" \"�" , _4510 N � I I,--- "k , ,,- 88 i � \�, i ; /"/ 1,_;Y -�-,j�, , � . i � , '/ \1� � , ,�, I 11 l H , \ \' " ,/ " I TV-6 / (�; �_/ I , i � i � � � , ) / I I , .,.,- Y1111 ;, ,; � ; I � i 1k, �', ■ I " i .. , _,1_1 I i , I> �,� \ \ k , / " _� / -, ---"4 .. -.11-1--.111 ...... � .1, v,_f__..__a_1� -.--.-----, - ___ __ /:x i � ; � I N j I / �, - , , � , , / / I " i if 1 i - f, / , , �N , // � // , . I J ,i _; I I " �_ -,i \ I � I I,- ��// � I � 1,-,-,��, 11 I ��<,__, ; I � \'11�1 \ I , / i ; 1 � _� � � - , I 1� / 1, , ---,\ / �/ � It ; ; � I � I I � I if i 1� _ - \ I / � / ', / I / I I - -,, " - �\ / . � - / , I I I i I , \ �\ " , - X " , I � I , < QN'; • " /;�-, 1i 0 , "---, i . " - , / , I / CC 625 'P S 7 _ _YE -6 7 X741 i_ _ 1��, f/ 7 , z __ 1 / i I , I I I _�, I -, f I 11 1111 11 I i ,I l i � 1, I , T -62,17 i i ii . \ /1') I I __� I , I I/ �, e / x -1 I- ,-\ I 1 41 � w, N 11 , . ,,,A� . ,�i, \�� I - -,-,-, � I 1 I ", " I , 11 1, , , N , , , I A 111L - ". , � I , i, I 11 11� EXISTING �/, ill I , , "; " f � I !1,-",/ ,_�:-oi�_ I :�, � ", � , , <'-*' -,-., I I X, , //' I � I I , \ "' � , 11 11�1, - I- �> . - - I i 11 � 1: i i I i, , / l\ N \ , - I I ', I , . (O i "i I i i s /-- , il " I'll 1- " N I 11; : 11 4-1 0 /__ / / I 1�', ., " / I , , I` �� �- -� \ 'i .... -1- I I , , ,�, -,CV , , 0� , IN I I I / , I - i 11 ; "' f I V_ I I i I _J I , � , 11 . . . � I ;'Y'\ I I Ni \ I 1, x / \ - � I ;, - � , TO � /REMAIN - , I j P. � 1, , \ � , I / / if I j . I I i � � � � I I/ 36 " I ! � l i � I - I N I, I I I Iii I , ; i : I t � I 1, I if i !( t : ! " i I ` I t I / ,,,, ,-, 11 � ; I � , 1� � i `� % I il I : I \, \ ; / 1 " - CC-623 / ill 11 _r i , f � 11\1xi \ . �___ ,---�-.----�"..�..,.."".,.,.-.��,-.,�,+� ... - ........./ . I , - `�,, 0 ,\", " ES-623D I ,/ / I . I . I(/) �, . � , ; � N IN _" - , I \ I I 1 f % , I � , \', I ? : i i 1�\ , - 11 / / / 1, I �// / I/ / 1 12 I I I � I � \ \ , , R) / / /, I �11 ,\ \ 11 � � f f I � , i,\ � I , , I 11 I/ A - i 1 I 9 , . / \-V / / � 1, 4,, / 11 ! I - I N 91 / I � - " i P , / I " � " -4M , / I , -7- 1 " i I \ � , \ I 1, I I I � , / , -) i I , q ✓ , i, I ! i I , " \ �� 0 \ , C *1 I - � � - � , / ,) 11 1 1 N 1, "; , - I '. I I / � I , , 11 I A il I , � \ i I , \ - 1\ _. / I I FILE NAME C:lWorkXProjectWiseXBTJV00021dms022691BTJV0002 PS TS 405-AB.dgn ", R. J, 0. ST.-,/ INTERSTAT Aft Washington State Plot 9 TIME 2:42:42 PM REGION STATE FEMAID PROJ.NO. � ov 11) cg WASA, 0 ffif Department of Transportation 1-405 NO. 7� <<1 . I ,�/ 41 I � 61 "�� . / ITS 9 DATE 812312010 � 1�� I ;% il 11, Corridor Program 10 WASH /n 1* , I 1 40 1-5 TO S8169 PLOTTED BY d10 - .1d — I I / . DKS Associates 1-405 DESIGNED BY R. JAHNS -A i 10 19, i M THAIWORTATION $IIWTIIIIIs STAGE I -WIDENING I 0 * 39865 - 1� I I DAVID EVANS SHEET ENTERED BY ;0 �'OGISTiWv C5 T �) AND ASSOCIATES me. 224 L. CHAN 0 A BILFINGER BERGER 415 - 118th Avenue SE - imsT CONTRACT NO. LOCATION NO. L i ON42 Bellev 6 WashIngton 98005-3518 OF CHECKED BY KMADDEN AS BUILT 716110 114 Civil Inc. Phone: 425.bl9.6500 392 PROJ. ENGR. L. HODGSON IFC 5116108 12,4's ho— TRI-STATE CONSTRUCTION, INC. ITS PLAN SHEETS RJ C-7295 DATE I DA fE 9--d e-&-div Mf REGIONAL ADM. D. DYE REVISION I DATE I BY I P.E. STAMP BOX I P.E. STAMP BOX M I I I H J W N Q T. 23 N., R. 5 E., W. M. WIRE NOTES ARUN . SERVICE CKT EXISTING CONDUIT NEW TEMP. CONDUIT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 201 TRANSFORMER CABINET -- 1" CONDUIT 2-•8 120V POWER TO TEMPORARY VMS CABINET 202 RE' ® 1 "" VMS CABLES ITS 10 1.405 USE EXISTING VMS CONTROL CABLES 203 CC CONTROLLER CABINET V. A 1 -6 TWP 204 VMS 2" >Nne 1 -6 TWP 225 092 :1 CONSTRUCTION NOTES O1m RELOCATE EXISTING NORTHBOUND VMS -620 SIGN 12' MIN. FROM EDGE OF TRAVELED WAY, CANTED 5° TOWARDS TRAFFIC, MOUNTED 12' HIGH FROM EDGE OF TRAVELED WAY TO BOTTOM OF SIGN ON 4 -10'*X14" WOOD POSTS. RELOCATE EXISTING VMS -620 CABINET NEAR THE EXISTING ITS CABINETS ON A TEMPORARY WOOD BASE. CONSTRUCT WOOD BASE OUT OF 2 " X 12" PLANKS WITH A j'( PLYWOOD TOP. CUT OUT A SOUARE CONDUIT /WIRE ENTRY UNDER THE CABINET. LAG BOLT THE CABINET TO THE MOOD BASE. ,M INSTALL 50 AMP SINGLE POLE SINGLE THROW BREAKER IN EXISTING TRANSFORMER FOR POWER TO TEMPORARY VMS CABINET. ,a INSTALL WAVETRONIX SMARTSENSOR H0125 ON EXISTING CAMERA POLE. MOUNTING HEIGHT AND CABLING SHALL BE PER MANUFACTURER'S SPECIFICATIONS. INSTALL WAVETRONIX SMARTSENSOR HD125 ON WOOD POLE. MOUNTING HEIGHT AND CABLING SHALL BE PER MANUFACTURER "S SPECIFICATIONS. GENERAL NOTES 1. SEE ITS PLANS FOR ADDITIONAL NOTES. LEGEND EXISTING NEW NAME C1WOxM MRJVAWBWmW0224xBT -_ ELECTRICAL SERVICE CABINET J� TRANSFORMER CABINET -- ---- CONDUIT 1 ® ITS CABLE VAULT RE' ® ITS PULL BOX FEDAID PROJ.NO. ITS 10 1.405 ES CONTROLLER CABINET CC CONTROLLER CABINET 4U Aa A VMS CABINET VMS &TAT >Nne WAVETRONIX SENSOR 225 092 o WOOD POLE e s4 RW � � BGIE N FEE! I rxa5 urrE C T- 269039 NAME C1WOxM MRJVAWBWmW0224xBT 818 I°6gB n 1 s "° P a "" ` anet rz atN "k "`'y i I,, "+U '^°°°�'°' 405 Corridor s� Corridor Program MAmigxBS uls M x TMETATEC STRUMON, Me ,,,-, I -405 1 -5 TO SR169 STAGE 1 - WIDENING PIW 10 TIME R:4E:42 AN TIM 1°001 ^ "rz FEDAID PROJ.NO. ITS 10 1.405 °Are MIx201U 4U Aa BY M. DESIGNS DESIGNED BY R. CABINS &TAT >Nne n. +� 225 092 ENTERED BY L CNAN EC AR w CHECKED BY M.MADDEN MIN: M- REVMONB 4x14144 R4 mnucr wa C -7295 m —xo. PROD. ENBR LHOD85011 xBUen AT FUNK pxyxp RI TEMPORARY ITS PLAN REWONAL ADM. D. DYE BBVMpN y,re J_ D in ch I'll GENERAL NOTES 1. SEE ITS PLANS FOR ADDITIONAL NOTES. 2. SEE TEMPORARY ILLUMINATION PLANS FOR POWER AND ADDITIONAL NOTES. 3. WAVETRONIX SOFTWARE SHALL BE REPROGRAMMED FOR EACH LANE RECONFIGURATION THROUGHOUT THE WIDENING WORK. N { i 1 1 P sV+ r i4 �9W DMDY l✓1� o T. 23 N., R. 5 E., W.M. LEGEND EXISTING NEW EXISTING CONDUIT .L EXISTING CONDUCTOR ELECTRICAL SERVICE CABINET -- m CCTV CAMERA 1-405 1 -5 TO SR169 STAGE 1 - WIDENING - - -- CONDUIT cv, ILI] ITS CABLE VAULT .._, 1—ml ITS PULL BOX ® ES CONTROLLER CABINET WILT Iwo WAVETRONIX SENSOR EE] D9z TIMBER POLE WITH DOWN GUY 1-6SMFO LIGHT STANDARD TIMBER HIGH MAST i, G JUNCTION BOX TYPE 7 AERIAL ® CC CABINET LT, ❑T TRANSFORMER CABINET ti 1 -6SMFO DATA LATERAL FROM ES-619D TO CABLE VAULT 204 G BY AERIAL 2 -•6 TRIPLEX_ AERIAL POWER FROM SUA 1235 TO CC -620 i-6SMFO DATA LATERAL FROM CC-620 TO CABLE VAULT 205 1 "" 1-6SMFO DATA LATERAL FROM CC-620 TO CABLE VAULT CONSTRUCTION NOTES tm MOUNT EXTERNAL ANTENNA ONTO CABINET AND INSTALL WAVETRONIX INTERFACE EQUIPMENT TO COMMUNICATE WIRELESS DATA FROM THE POLE MOUNTED SENSOR TO THE ES 170 CONTROLLER. INSTALL 12 -PORT PATCH PANEL AND TERMINATE 1 -6 SMFO CABLE. INSTALL OPTELECOM MODEL 9522 DROP /INSERT DATA MODEM. t4f INSTALL WAVETRONIX SMARTSENSOR HD125 (WIRELESS DATA TRANSMITTER TO ES CABINET) 25' ABOVE ROADWAY SURFACE ON POLE TI. tw INSTALL 25' WOOD POLE WITH RISER. tW RELOCATE EXISTING T -620 CABINET AND CC -620 CABINET NEAR THE EXISTING POLE T3 ON A TEMPORARY BASE. SECURE EACH CABINET TO THE BASE. t% RELOCATE EXISTING CCTV -620 CAMERA 50" ABOVE ROADWAY SURFACE ON POLE T3. t% RELOCATE EXISTING VMS AND VMS-620 CABINET. SEE ITS 10 FOR ADDITIONAL INFORMATION. Otm SPLICE 2 FIBERS FROM CC -620 CABINET AND 4 FIBERS FROM ES-619D CABINET TO THE 48 -SMFO DISTRIBUTION CABLE IN CABLE VAULT. HARE NOTES SCALE IN FEET a RUN F SERVICE CKT EXISTING CONDUIT NEW TEMP. CONDUIT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 201 ��°°'^` ":' ^`" °' iU5J Corridor Program 0 � iivixc[n BERG.R • �T -NT 1ATELONSTRUCI'10N, me 1-405 1 -5 TO SR169 STAGE 1 - WIDENING 1 " 1-6SMF0 DATA LATERAL FROM ES-619D TO CABLE VAULT 202 G PLOTTED BY III. AERIAL 2-•8 TRIPLEX AERIAL POWER FROM SUA 1235 TO WAVETRONIX WILT Iwo 2-•6 TRIPLEX AERIAL POWER FROM SUA 1235 TO CC -620 D9z 1-6SMFO DATA LATERAL FROM ES-619D TO CABLE VAULT 203 G AERIAL C -72y5 2-•6 TRIPLEX AERIAL POWER FROM SUA 1235 TO CC -620 BBUED AT ruMC oxt4AM ti 1 -6SMFO DATA LATERAL FROM ES-619D TO CABLE VAULT 204 G BY AERIAL 2 -•6 TRIPLEX_ AERIAL POWER FROM SUA 1235 TO CC -620 i-6SMFO DATA LATERAL FROM CC-620 TO CABLE VAULT 205 1 "" 1-6SMFO DATA LATERAL FROM CC-620 TO CABLE VAULT 1 -CCC CAMERA CONTROL CABLE 206 i" 2 -•6 POWER FROM SUA 1235 TO CC -620 207 1 2 -•8 POWER FROM TRANSFORMER TO CC -620 208 i "" 2 -6SMFO DATA LATERALS FROM CC-620 & ES-619D TIYE r:%: %AN _ _ _ -._._. w nre FEDAID PROJ.NO. u • � S V � re ° W—I ��°°'^` ":' ^`" °' iU5J Corridor Program 0 � iivixc[n BERG.R • �T -NT 1ATELONSTRUCI'10N, me 1-405 1 -5 TO SR169 STAGE 1 - WIDENING ITS 11 Il 10 AB PLOTTED BY III. DESIGNED BY R. JAHNB WILT Iwo °'"'�' D9z ECKED BY M. MADDEN REVMIDN6 C -72y5 PRQI. ENDR LHODIS6ON BBUED AT ruMC oxt4AM ti TEMPORARY ITS PLAN REGIDNAL ADR D. DYE REVISION DATE BY WIRE NOTES H J_ W 1 N Q T. 23 N., R. 5 E., W. M. RUN W SERVICE CKT EXISTING CONDUIT NEW TEMP. CONDUIT EXISTING CONDUCTOR NEW CONDUCTOR REMARKS 201 TRANSFORMER CABINET o ro 1" 'n 2-•8 I20V POWER TO WAVETRONIX SENSOR. 202 AERIAL 2-•8 TRIPLEX 120V POWER TO WAVETRONIX SENSOR. 203 N@19FN�9p3LIyB - - .. .. _ _ _ _ _ _ t" 2-•8 - - POWER FROM TRANSFORMER TO CABINET. 204 LIGHT STANDARD TIMBER HIGH MAST ,. 1" 3-•8 ® HAR FLASHING BEACONS 8 SIGN LIGHTS. 205 },L + 1" 1 -6TWP 1 -405 VOICE AND DATA LATERAL. GENERAL NOTES 1. SEE ITS PLANS FOR ADDITIONAL NOTES. 2. SEE TEMPORARY ILLUMINATION PLANS FOR POWER AND ADDITIONAL NOTES. 3. WAVETRONIX SOFTWARE SHALL BE REPROGRAMMED FOR EACH LANE RECONFIGURATION THROUGHOUT THE WIDENING WORK. /r x 4— w l �I a :>✓II CONSTRUCTION NOTES ,q INSTALL WAVETRONIX INTERFACE EQUIPMENT TO COMMUNICATE WIRELESS DATA FROM THE POLE MOUNTED SENSOR TO THE ES 170 CONTROLLER. INSTALL WAVETRONIX SMARTSENSOR HD125 (WIRELESS DATA TRANSMITTER TO ES CABINET) 25' ABOVE ROADWAY SURFACE ON POLE T10. tm INSTALL 25' WOOD POLE WITH RISER UP POLE. O1w RELOCATE EXISTING T -621 CABINET AND HARS -621 CABINET NEAR THE EXISTING PULLBOX AT STA. 1167.70 ON A TEMPORARY BASE. SECURE EACH CABINET TO THE BASE. RELOCATE EXISTING SOUTHBOUND HARS -621 SIGN 12' MIN. FROM EDGE OF TRAVELED 1a WAY FACING THE SOUTHBOUND TRAFFIC. SEE STANDARD PLAN G- 22.10 -00 FOR TIMBER SIGN SUPPORT DETAIL. 1M INTERCEPT EXISTING CONDUIT FOR SERVICE CONNECTION TO TRANSFORMER. ,q MAINTAIN AND PROTECT EXISTING PULLBOX. SPLICE 6TWP CABLE TO THE EXISTING 6TWP CABLE IN PULLBOX FOR COMMUNICATIONS BACK TO THE RENTON HUB. C -7285 etwrR ,A, — —le I I Y LEGEND EXISTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I$ _ ml ELECTRICAL SERVICE CABINET [T, ❑T TRANSFORMER CABINET o ro ---- 'n o I ® ITS CABLE VAULT ITS PULL BOX w N@19FN�9p3LIyB - - .. .. _ _ _ _ _ _ EEl EET - - LIGHT STANDARD TIMBER HIGH MAST ,. NBAO[:t -a00 LINE JUNCTION BOX TYPE 1 ® ® BARS CONTROLLER CABINET },L + ///��� /� BARS SIGN T -26 V �eyw..n `°:+ --"a 1 -405 CONSTRUCTION NOTES ,q INSTALL WAVETRONIX INTERFACE EQUIPMENT TO COMMUNICATE WIRELESS DATA FROM THE POLE MOUNTED SENSOR TO THE ES 170 CONTROLLER. INSTALL WAVETRONIX SMARTSENSOR HD125 (WIRELESS DATA TRANSMITTER TO ES CABINET) 25' ABOVE ROADWAY SURFACE ON POLE T10. tm INSTALL 25' WOOD POLE WITH RISER UP POLE. O1w RELOCATE EXISTING T -621 CABINET AND HARS -621 CABINET NEAR THE EXISTING PULLBOX AT STA. 1167.70 ON A TEMPORARY BASE. SECURE EACH CABINET TO THE BASE. RELOCATE EXISTING SOUTHBOUND HARS -621 SIGN 12' MIN. FROM EDGE OF TRAVELED 1a WAY FACING THE SOUTHBOUND TRAFFIC. SEE STANDARD PLAN G- 22.10 -00 FOR TIMBER SIGN SUPPORT DETAIL. 1M INTERCEPT EXISTING CONDUIT FOR SERVICE CONNECTION TO TRANSFORMER. ,q MAINTAIN AND PROTECT EXISTING PULLBOX. SPLICE 6TWP CABLE TO THE EXISTING 6TWP CABLE IN PULLBOX FOR COMMUNICATIONS BACK TO THE RENTON HUB. C -7285 etwrR ,A, — —le I I Y LEGEND EXISTING NEW ELECTRICAL SERVICE CABINET [T, ❑T TRANSFORMER CABINET - - -- ---- CONDUIT -�; ® ITS CABLE VAULT ITS PULL BOX ES CONTROLLER CABINET " WAVETRONIX SENSOR EEl EET TIMBER POLE WITH DOWN GUY LIGHT STANDARD TIMBER HIGH MAST ,. JUNCTION BOX TYPE 1 ® ® BARS CONTROLLER CABINET '. + ///��� /� BARS SIGN T -26 V �eyw..n `°:+ --"a 1 -405 Qrj Corridor Program -5 TO SR169 •••••v•••.•.• STAGE 1 - WIDENING m Y ER iB EflGFP Cy �� rx�srnTe cons'TBUCnoN,IWC TEMPORARY ITS PLAN P �J Plat 12 ITS 12 1� 227 �2 J_ W N Q LEGEND: EKISTING NEVI I ® VIAS ml VARIABLE MESSAGE SIGN CONTROLLER CABINET WED SINGLE MODE FIBER OPTIC VAULT LC ® w CAMERA COMROLLER CABINET MMFO MULTI MODE FIBER OPTIC FOPC FIBER OPTIC PATCH CORD m DATA STATIOWRPMP METER CABINE } TIRE TVASTED PAIR CABLE ____ _ _ �__,_ _ .} - -- TC ❑ k TERMINAL CABINET CCC CAMERA CONTROL CABLE FTC FTC FTC R FIBER OPTIC TERMINAL CABINET VCC VMS CONTROL CABLE ! REMOVE ITS EQUIPMENT CHj OH CH Ilh CgAMUNICATIONS HUB EBdtD% a MP TERMINATED ON OR BLOCK Fj HAR ® Ar HAR SIGN CONTROLLER CABINET SPHCED PIGTAILS T u SHARED HAS SIGN 8 CAMERA CONTROLLER CABINET , pRETERMINATED PATCH PANEL OCTV PRETERMINATED PATCH PANEL STUB CABLE • • SPLICE TO 1 -5 NORTH NOTE: 1. NOT ALL RARE VNA18 AND FULL SY.ES ARE SHONI ON US SCHENI 2 SEE SHEET TO G PON SPLICE VTYLA a SEE SHEET FN 16 FOR FIBER PATCH RVOL DETAILS ITS 1 ITS 2 ITS 3 AOM1EEW22 IDGN1) EBWIAD� ITS 4 CABLE VAULT PULL DER, MILL. CABLE VAULT -`-; I CNHH S 0 / 8Hpu Q VAULT Y - - - OUB NUB) H z z } ____ _ _ �__,_ _ .} �•; _ _` _ _ - --- - - --------- --1-1 - — . � � ; - � - EBdtD% IVGL____. y F _ u PTO wax I -A81A ml CCC 806rA000a CABLE VAULT ! ; �`• TO SP 518 WEST ' TUHMILAMPNY & T� > 1.yyMsp f_ ?'!L`_4______ SO U IN C MOLL Aesveooeee TO 5 156TH ST S, M SIGNAL (LLFBU) VALLEY HWY SIGNAL ,--- TO 1 -5 SOUTH �_l_�e�___________� I -- DISTRIBUTION DIAGRAM T f_- --- 1°______________ 1 -26903C NLE NAME CAMRMIR DE TS MiAB.O n v a V SM. ST' oy 'AI,yr wwa,:. anq..� 1-405 Plott TIME SmAl AM '° ^•^ FEDAID PROJ.NO. DATE N1012010 pa�,oA xi1 �s ^£ rr .• 1 a 1R 10 L40�j Corridor Program a' BILFIxcm BEncEn ISM. T °Gsr. nre consrnurnon,wc 1 -5 TO SR169 STAGE 1 - WIDENING LTD 1 I-W6 10 AS PLOTTED BY VAR, DESIGNED BY R. JAHNS +DE •A•a _ 228 .�,.2 ENTERED BY LCHAN CHECKED BY NO MADDEN AB BUILT T1W0 z0"'"•`T "D' C -7295 1°0•^0" i0' PROD. ENGR. LHODOSON AFC E'+we RJ ITS DISTRIBUTION DIAGRAM 1 OF 3 REGIONAL ADM. D. DYE REVIBNNt mm BY W a LEGEND: EY.ISTNG RAN �w- WS ® . VARIABLE MESSAGE SIGN CONTROM£R CABINET MAO SINGLE MOVE FIBER OPTIC MMFO MULT MODE FlSER OPTIL -- CC ® w CAMERA OCNTROLLER —NET L, FOPC ABER OPPC PATCH CORD ES ® pe DATA STATCNIRMIP METER CABINET ,i TAP TYNSTED PAIR CABLE TO ❑ & TERMINAL CABINET CCC CAMERA CONTROL CABLE FTC CFTC FTC fl FIBER OPBC TERMINAL CABINET VCC VMS CONTROL GFBLE �CHJCH CH M COMMUNICATIONS HUB # REMOVE ITS EQUIPMENT IN TAP TERMINATED ON SO BLOCK �3F; HJR ® III HAS SIGN CONTROLLER CABINET . SPLICED PIGTAILS ® SHARED HAR SION S GAME- CONTROLLER -.INET , PRETERMINATED PATCH PANEL L_Si COW PRETERMI -TED PATCH PANEL STUB CABLE SPUCE NOTE: 1. xm ALL . v.TB OHD Wu.. ARF .. ON HIS BCMBMnG 2 SEE SHEET TO B FOR NJ OE MTAU& C -7295 DISTRIBUTION DIAGRAM T_9Rgn� 1 -405 1 -6 TO SR169 ITO 2 140 STAGE 1 - WIDENING 3219 ITS DISTRIBUTION DIAGRAM 2 OF 3 N2 W N Q LEGEND: CCi]SA EXISJINB come * rang* X M�� i ' xOSMOHO XU- Mro# i fwi`MIS z 1 _____ ® M11 VARIABLE MESSAGE SIGN CONTROLLER CABINET $MFO SINGLE MODE FIBER OPTIC +I CC ® vC CAMERA CONTROLLER CABINET MMFO MULT MOLE FIBER OPTIC C:IWOMPm IBTNBODYMmWf4BSIBTJ w6AB. T8 E n ✓�o Sx..G.✓ c' _ �°°°�" °T'^""" 405 Corridor Program I -405 1 -5 TO SR169 FOPC FIBER OPTIC C PATCH CO ES ® As DATA STATOW I METER CABINET IT 3 DAre '"813010 TB AS PLOTTED er aNasorb, TNR TAISTE0 PAIR CABLE TO ❑ 2 TERMINAL CABINET Cf:C CAMERA CONTROL CABLE BY JAHNS +cz •ra 230 182 „�„ FTC FTC A FIBER OPTIC TENMINAL CABINET VCC MIS CONTROL CABLE /FXT("` CH,. CH ryh COMMUNICATIONS HUB M% REMOVE ITS EQUIPMENT %101.EW LNODDSON IFC D1lBS° 0.I ® TAP TERMINATED ON 66 BLOCK ?yj HPR ® M HAS SIGN COMROLLER CABINET SPLICED PIGTAILS ill ® SHARED HAR SUCH 8 CAMERA CONTROLLER CABINET , PRETERMINATED PATCH PANEL i_}i CCTV PRETERMINATED PATCH PANEL STUB CABLE • • SPLICE ITS 9 MTxx%STT xBWxp%MB BSeT3D1 faN -I ro Nee AH EBSpFp* I _ _ CABLE VAULT P%L MIN CCNi]i* NOTE: . WI£ .. OHO PULL ¢.. NE sMOKN ql US sG1IXiiIC. i RE EE m sren . a PoA swce .'rule I SEE .X ITS 18 WA FAR PATCH POHEL CPNts. ITS 9 r�sHMFa �. TO 6fl 167 xwPD * °QMMIS EBSNO* CCi]SA 4. come * rang* X M�� i ' xOSMOHO XU- Mro# i CABLE VAULT 1 _____ CABLE VAULT tlszsC* selxn* ', 4. X M�� i ' xOSMOHO XU- 1 I._____ ------------------------ 1 _____ Senn* ______ ______6___________________________ ___ 1 sa-- -- I i____________________usNw _ DISTRIBUTION DIAGRAM T- 26903E FILE NAME C:IWOMPm IBTNBODYMmWf4BSIBTJ w6AB. T8 E n ✓�o Sx..G.✓ c' _ �°°°�" °T'^""" 405 Corridor Program I -405 1 -5 TO SR169 Pbt3 TIME B:BL:IB AY FEDAID PROJ.NO. IT 3 DAre '"813010 TB AS PLOTTED er aNasorb, ux! .. .� . '+mlu c� nI' ° - '�ki�— 0 _ XFIxcEBBERCEH _� "� M eT•NSTAT�rvBTRVCfION.gVif ,--, STAGE 1 - WIDENING BY JAHNS +cz •ra 230 182 „�„ ENTERED ENTERED BY LCW1N L CHECHFL BY M. MADDEN MBMLT -7296 C -7296 un.v xu %101.EW LNODDSON IFC D1lBS° 0.I ITS DISTRIBUTION DIAGRAM 3 OF 3 REDIDHAL ADM. D. DYE REVMIDN �� �, r J_ @y� W Q FOUNDATION DEPTH TABLE ALLg4FYF 1AlEM1 FpNWTpI NK (N@Y: TEE% @FMIXO PRE@NRE T.� II.BM1091 W6f IR119LVIWNa MOUN]IHG HEIGHT SIGNAL MAST ARM DATA 600 900 1 1.200 1 1.500 11.900 12.300 ORIENTAMN Iq(1TIZI ® scrawly +v tv tT 11 to to LmR ravwAE @ v a m 1I G ____________ rxppxv a @ e Y B3 n ORIENTATION AND aRpNIO e @ P b. Sqn IRtOti01) 1a pY1m +.Rw 'wu1) r b' CMBN, Mi1GTH (FT) I e v LIMITS OF VERTCAL CLEARANCE REQUIREMENT 1 r 0.99 8R1B1 -NBA05 0207 3&Y' e 9 31LBfi' aR01M0 N.tl @ T H' tY iB 2dp 9.2 8 9.3 B YWONO @ 0 J T 1X19 . BASED ON A B VALUE OF A'. HOR ..IE NA S! . 9iIlLLWd Nall W BECA EY DAM@,M THE URGER = VNUE FOR FWNWON OElH BELECTON.F SPECVL FOYIIIOTOX ..H & REOpPFD iGR Cnrve OAM .4FIJ!¢iRCB IF TIE AMYE 6 FpT W. . . CONCRETE 8 NO .B BARB EQUALLY SPACED v FOUNDATION DETAIL d s 1 ,,,KW r S WTT A O RO WNCAL E1 SN Na SIR 8IONAL ARM FlEID LOCATON POLE ATTACHMENT POIPOLE MOUN]IHG HEIGHT SIGNAL MAST ARM DATA E2 POLE ATTACHMENT POINT ANGLES ( FWNMTION REMAR%8 OFFBET OISTpNCEB (FD PJ IPOLEQTO ATTACIBIENT PoIND NMGWAO AREAS ORIENTAMN Iq(1TIZI ® Q.E... ANG1E (FLOAT OGGREEB �TA'CL p14 IKIOPS RD.OR S0. AT 1'd P➢PROX OIRS. 391OR RD.•OR 4'RD. FOUNDATION DETAIL d s 1 ,,,KW r S WTT A O RO WNCAL E1 SN Na SIR 8IONAL ARM FlEID LOCATON POLE ATTACHMENT POIPOLE MOUN]IHG HEIGHT SIGNAL MAST ARM DATA E2 POLE ATTACHMENT POINT ANGLES ( FWNMTION REMAR%8 OFFBET OISTpNCEB (FD PJ IPOLEQTO ATTACIBIENT PoIND NMGWAO AREAS ORIENTAMN Iq(1TIZI ® Q.E... ANG1E (FLOAT OGGREEB LTD 4 IJDS DATE N1N3010M CLOCIGNIBE FROM OFFSET (FT) UNE TO O° POINT b OEPMS (FP PoST STATON OFFSET T. TN 1p G ____________ q'�H,�O ^p O b ______________________________ f. LOWITON STATION B3 POLE ORIENTATION AND VE"C.A, CLEARANCE ATTACHMENT POINT DETAIL SIGNAL HEAD DISPLAY NOTES m O R Y • G TRAFFIC SIGNAL HEADS I. ALL TRAFFIC SIGNAL HEAD INSTALUT01118 S. BE TWE 'W MWNTNGS. 2. ALL TRAFFIC SIGNAL HEADS SHNL USE 12 INCH IENS 3 ALL VEHICLE HEADS SHALL BE INSTALLED WTH BACX .s. SIGNAL STANDARD IDENTIFICATION TAG DETAIL SIGNAL STANDARD NO. EXAMPLE SIGNAL STANDARD 40.2 m SIR LG.MP 2.18 1 4'. 0 2 4 0 5 ly Au HA DHOLES 0 0 2° 1 E AT NIB, STATE Rd MITE POST NO. NUMBERS SHALL BE A MINIMUM W W HIGH 3% ROAWNY H TYPE II MAST ARM SIGNAL STANDARD ITS SIGNAL STANDARD DETAIL CHART SN Na SIR 8fl MILE FlEID LOCATON POLE MAST Oj MOUN]IHG HEIGHT SIGNAL MAST ARM DATA E2 POLE ATTACHMENT POINT ANGLES ( FWNMTION REMAR%8 OFFBET OISTpNCEB (FD PJ IPOLEQTO ATTACIBIENT PoIND NMGWAO AREAS Iq(1TIZI ® MO FEOAID PROJ -NO. LTD 4 IJDS DATE N1N3010M q (FT) pBM IFD b OEPMS (FP PoST STATON OFFSET T. TN 1p G ____________ m O b ______________________________ B1 B2 B3 LEGEND XOC ffi VE"C.A, CLEARANCE N B1 82 b. Sqn IRtOti01) BI pY1m M TOTAL(FO" BAUm m17 MPJ:IMUM: 13d b' CMBN, Mi1GTH (FT) G L xwnNN 4'p0 wm ww.. LIMITS OF VERTCAL CLEARANCE REQUIREMENT 1 3% ROAWNY H TYPE II MAST ARM SIGNAL STANDARD ITS SIGNAL STANDARD DETAIL CHART SN Na SIR 8fl MILE FlEID LOCATON POLE MAST Oj MOUN]IHG HEIGHT SIGNAL MAST ARM DATA GIMIWJRE POLE ATTACHMENT POINT ANGLES ( FWNMTION REMAR%8 OFFBET OISTpNCEB (FD PJ IPOLEQTO ATTACIBIENT PoIND NMGWAO AREAS Iq(1TIZI ® MO FEOAID PROJ -NO. LTD 4 IJDS DATE N1N3010M q (FT) pBM IFD pLpTpEO BY Md@ OEPMS (FP PoST STATON OFFSET T. TN 1p p.OA m p1 p3 B1 B2 B3 BY XOC ffi mm N B1 82 Bi BI pY1m M TOTAL(FO" REGIONU ADM. D. DYE PEVI&DN Mi1GTH (FT) G D IN E2 F GI G2 H It M 4'p0 wm ww.. 1 YW 0.99 8R1B1 -NBA05 0207 3&Y' X 31LBfi' II N.tl 10.0 YO.S' 38.0' 3].tl 2dp 9.2 8 9.3 B BB0.0 0 11 B B RNIP METER 2 W5 218 301675 N26.6 N.B X 31Y.13' II 31.9 20.9 31.V 2),0 10tl 16.tl 83 8 B.2 B ]M.0 0 10 B B RAMP METER NOTES (a ) NL .. CWPUHG 1x4TPIlID AT DFFGET wsrhYCE 1xwCATm xi C. O3 DNOIIMTPYFA O . MM W..O LEASU.. THE CENTER N¢ OF 91axu POLE ' v *7 V J FIIE NAM C:1 TNpWXmFM2WBIT DE TB p� 2 Ae�@ ` s"9P'IFRS t°� OxM ,. ,s °ey 3��^°` E ��,�, "C'`— �W°^ °n1^ Corridor Pr 4o BREwc6R ram a '^""F .,�.'T�° TRI- SEATECONSTRUMON.WC ' �,,,,,,,, 1 -405 I -5 TO SR769 STAGE 1 - WIDENING PIptO SNP' ° "' FEOAID PROJ -NO. LTD 4 IJDS DATE N1N3010M pLpTpEO BY Md@ 10 WAS DEMBxeD BY RJAxNS AB MILT TN 1p m _ 231 392 F ENTERED BY LCIWN XDG ffi -R M1M06 PJ CNECIQp BY M. MADDEN XOC ffi mm N mMRa "° C -7296 PROJ. ENGIL LHODUSON .. AT mN pY1m M RAMP METER SIGNAL POLE DETAILS REGIONU ADM. D. DYE PEVI&DN BATE BY F- _J m I ch Q 17° a o m.BYRBMBTNBW3 DE T8 �Or-AB 0 'e h��nT`O st aP� n . IA I 405 1 -5 TO SR169 STAGE 1 - WIDENING PIM E O ®O 0 0 0 0 0 0 0 ®O 0 0 0 0 0 0 0 0® O a O PRW.NO. O ME N \Mmm 1"NIMN RNL FRONT VIEW ns N HIX MML T . SIN' THICK BTAMLENI MM M TOP VIEW GENERAL NOTES: 1. con ua IN a m n NINM MCT 8x a wm 4 EIECMNICS MSMM TO M MN NNNIED. a 1 0M I ..ic &W M. FIBER OPTIC SWITCH BRACKET DETAIL SIDE VIEW 6 1 T- 269040 RE NM CIW BTN : m.BYRBMBTNBW3 DE T8 �Or-AB 'e h��nT`O st aP� n . _ 40 corridor Program .. 0 Ix nB^ERGEN 6i v..�w:w"�"v ^1i6.s L' ysrn�Te®coxsraucno -,— I 405 1 -5 TO SR169 STAGE 1 - WIDENING PIM E TM r:M:. Y Y —mFEDAID Ix PRW.NO. ITD 5 Id ME N 1D WA D BY ll m DEMBxeD BY R. d axxs ,ex� _ $J2 39= x�N ENTENED BY LCHAN CNECIIED BY M. MADDEN AB WLT ?Mo arnuc�ro C -,TZ�r uuxM In PROD. ENDR L. HOIMON MD mm RJ FIBER OPTIC SWITCH BRACKET DETAIL REOIO L ADM. D. DYE R M)N DAIS BY J_ m INNN N Q TRAFFIC FLOW WIDE LOOP DETAIL RUBBER LOOP /CONDUIT ID LOCATOR W SQUARE X e TALL RED COLOR LOCATOR TYP. T0 rl E) I �E Rl ROUND NANEOGNE 2'MIN. BEHIND WRIER IO LaWTOR TYP. IB TMiFK, FLOM 0 I MPRO%IIMTELY i5T0 CENTERLINE CONDUIT OF TYPE 3 BIBNPL MRS! ARM RAMP METERING STOP BAR LOOP LAYOUT DETAIL AT STA. S6167SB405 17 +15 ID LOCATOR TVP. \ /x��) vARIEs I 4 VARIES A ® 1 B ID MODIFIED WIDE LOOP DETAIL Y T ��HL 1MDE LOOP PASS9GE DETECTOR RR WIDE LOOP DETECTOR L Y VADE LOOP PASSAGE DETECTOR WDE LOOP DETECTOR .J 1C YMIN. BEHIND WRIER ID LCGTOR 1 _ APPROGUMATELY MTO CENTERLINE Q TRAFFIC FLOW —► CENDUIT A OF TYPE Y SIGNAL MABT ARM k RAMP METERING STOP BAR LOOP LAYOUT DETAIL AT STA. SR181 -NB405 15 +40 m ID LOCATOR WP. TYPE R1 ROUND LOOP OR MOWFlED CJ MDE LOOP INDI=ON DETECTOR TYP. ID LOCATOR �CCNOUIT LOOP SPEED-TRAP CONFIGURATION NOTES: 1, GINGER INOIJQT LOT VEHICLE oERCiOR WINNER _RNE UNFR 2 ONE 1W3Fl0 VNE SGVLL NIXNx T WSIA .N OF WJNN@ INWG:IIONEiaap vEI. GEGG.NS. SFITME Xsi PNLEO�PB FgLOVAGM WEAGPY.LOT'N LOG OR. XIEN OF FAGI ROUND (GI AND ROMP a. ONE ON l E TCP OF OW =R PCHOUT. THE 6:6 7:10 PM r� ICI it STOP BAR FED.AID PROJ.NO. PER CRANNELWTON PLAN fs N.��n,o + 14 B' r NO ® R m X. R3 ROUTA DETECTOR LOOP 8° '`. ^" LOCATOR TYP. T0 rl E) I �E Rl ROUND NANEOGNE 2'MIN. BEHIND WRIER IO LaWTOR TYP. IB TMiFK, FLOM 0 I MPRO%IIMTELY i5T0 CENTERLINE CONDUIT OF TYPE 3 BIBNPL MRS! ARM RAMP METERING STOP BAR LOOP LAYOUT DETAIL AT STA. S6167SB405 17 +15 ID LOCATOR TVP. \ /x��) vARIEs I 4 VARIES A ® 1 B ID MODIFIED WIDE LOOP DETAIL Y T ��HL 1MDE LOOP PASS9GE DETECTOR RR WIDE LOOP DETECTOR L Y VADE LOOP PASSAGE DETECTOR WDE LOOP DETECTOR .J 1C YMIN. BEHIND WRIER ID LCGTOR 1 _ APPROGUMATELY MTO CENTERLINE Q TRAFFIC FLOW —► CENDUIT A OF TYPE Y SIGNAL MABT ARM k RAMP METERING STOP BAR LOOP LAYOUT DETAIL AT STA. SR181 -NB405 15 +40 m ID LOCATOR WP. TYPE R1 ROUND LOOP OR MOWFlED CJ MDE LOOP INDI=ON DETECTOR TYP. ID LOCATOR �CCNOUIT LOOP SPEED-TRAP CONFIGURATION NOTES: 1, GINGER INOIJQT LOT VEHICLE oERCiOR WINNER _RNE UNFR 2 ONE 1W3Fl0 VNE SGVLL NIXNx T WSIA .N OF WJNN@ INWG:IIONEiaap vEI. GEGG.NS. SFITME Xsi PNLEO�PB FgLOVAGM WEAGPY.LOT'N LOG OR. XIEN OF FAGI ROUND (GI AND ROMP a. ONE ON l E TCP OF OW =R PCHOUT. THE 6:6 7:10 PM °°° ^L° "° FED.AID PROJ.NO. et w fs N.��n,o + 1 -405 DATE SNNwED 8° '`. ^" 4Qrj Corridor Program 1 To sR1ss ITD 6 KDMD B. AM 10 WAS Ig -s I_ DESIGNED BY R. JANNB +�~� •A4.°.`• STAGE 1 - WIDENING ENTERED BY LCNAN CHECKM BY N. MADDEN A8 BMLT ]AVM P�xe F R y i0MLRR LN"Ae B m ILFIXDFR BERSER =M..r ve Yi3 of PROA EXGR LNODDSON WIND N1Nw w 0.7295 4 • TalsrnTB COnsTaucrloN, TNC LOOP DETAILS 7 OF 3 ;92 '�' REGIONAL ADM. D. DYE BEVIBIDN MTE BY FIRR r J_ W r N Q N ADDTDONAL LOOPS MERE TPBLE FCR EXTRA REDOUND TURNUInu TYPE R1 LOOP AND WIDE LOOP WINDING DETAIL N CONTROLLER TO CONTROLLER SEE NOTE R TYPE R2 LOOPS AND MODIFIED WIDE LOOP WINDING DETAI I TO ADD. H HERE PPP.._._._ TYPE R1 INDUCTION LOOP TYPE R1 LOOP AND WIDE LOOP WINDING TABLE CONTROLLER TO LOOP DISTANCE (FT) TURKS 0-400 1 4 401 -600 6 601 • g SEE LOOP SAWCUT DETAIL (TOP) EDGE OF PAVED SHOULDER FOR CONDUIT SNBOUT DUAILS SEE LOOP BNB OUT CONDUR PIFCEMENT DE�MLs Auxcnox Banes I' I BRUGES I I SPUCES, SEE LOOP WNDING DETAL TYPE R2 INDUCTION LOOPS OF N TO ROUND LOOP SANCUT LOOP INSTALLATION NOTES f. IxOTAU A. EG AND LOWS, QONDUR, 2 GYCCT LOOP SLOTH H1D USSR BLOTS 3 GT OUT LKP WAE STARING AT WON. ROD.. BMNNCM BIACIC A 1. FORE IN . BLOT AS FRO ON • FlMSI LOONG OUT SIRE AT JUNCTIpI BOX ME IDENTIFY LENS MOON LMV ROOM AND BFM FIRST AND T- FOR FINISH. • TOOT FACN MR OF UDID SIRES TOO RYES ME FOOT ME LOOP TO JUNCTION SOX REVERSE WRECTON W FORT FOR EACH SUCCESS. PNR 7. CONSTROU SUPPLEMENTAL BRUCE DONTONO ON SPATES OR PAR4IEL LOOP CCOOMODDHOX4 REQUIRED IN E,O U �D µO GEDDES ARE G0.GWI TO ME SAME REQUIREMENTS SKNM FOR THE L0.W RUDE, 8. SELOE LOCH LEALO OR SUPPLEMENTED SEDGE LOOS TO MEW OR METING SHIELDED t smc B. STµ 119M W UAEQN -DD TEST LOOP ORCU TS OR COMBINATON LC CIRCUITS, SEE SEGFlGOIKKI X1'0. 10. SEAL ENDS OF CONWR ME ELECTRICAL RRTY OR SLMONE 11. INCA WRE EM) SM1 BE BOOED PRIOR TO USE OF RUBBER TPPP OR DUCT SFK 12 TNIE IOENOFICATON SIF£4£S SWD BE VERIFIED BEFORE BRUGES PPE MADE. n. THE NUMBER OF LOOP NFNS FOR RI AND ODE LGDPS VMY DEPENDING ON THE METHODS SCOREN THE LOGS AND THE CONTEMERSFE LOOP HOWN3 TRESS, 10. CUT F TO NEW LPTP JSWN GW£S TO BE COMPLETED BEFORE 9 O FM .4RO ML A FULL DEPTH SS CUT 4 FLL SGJANT TO ENf:PP61LLlE Cg101ICMH5, SEE MATCH E%ISl.G 4 O SPEC 0.0.DYMdRPYGTCX A. PAVEMENT MATEWAL �- O LOOP HARE -n. AOC ROUND LOOP 3 j 6 ' i RE 3 TCRUSHED BMM'11T 46' O IFADIX RED: TREE INSTALLATON HMO THREE MR MWMUN HER H. C p 4 SAW,NT,SI FC1 1 N SURFACING TOP COURSE O -- uMmX TO q.--C fuu GOUIi I75Pm 2 1 BRING ,SUDS, CawJARECISxF O EREMONG IF FLOOPS CONDUIT HEW PMhMENT IS INSTPOWIS ISHE MPIIGEIE IN5FND IN MNAL TOP LET FO... LOOMER, F I- NAME WIDTH OF SANCIIT VAOTH OF 51NCUT WIDTH OF 34NCUT W = CONWR gAME'TER 11 'N -'R WIDER THAN DWAETER 'F' -Yl 4NDER THAN YOKE THE DWAEIF.R M'- 'R`ORDER TH4N TNICE THE DWAETER W PLUS Y O HITTA .EDP FLL IMIf COOL MP... SFIJAHT. OF LOOP MORE OF THE LOOP VARE OF THE LOOP MINE APPLICABLE FOR OFF-ROAD SECTION A -A SECTION B-B SECTION C -C PAVEG APEAB ONLY LOOP SAWCUT SEE ND,EB HERF.. SECTION D -D DETAIL T- 269042 FILE NOW C1 JMDB02Wmtp]]STHTJVODp3 DE TS W6-RB n PIOt7 TIME 8:66:25 AN '�' ^ "TE PEDALO PROJ.NO. M ``eF�lna, °�' ' ^`"°' ^°'°' 1 -405 DATE 1 a Per ogram 1 TO SR169 LTD 7 NPIR PLOWED BY IDFL -5 OesIGNEO BY 0.JAIBlS a M� P ,•• r.LFIJjlR STAGE 1 - WIDENING IJOE ENTERED BY L CHAN x\ _ CHECKED BY M.MADDEN AH BYLT YANG wnMAn xR 1Ne.TM1m P9 FEW.ENaR LHOD N IFC eN� RA C- 7285 a I�� h*` rxucnon, Inc LOOP DETAILS 2 OF 3 382 REGIONAL ADM. D. DYE RENINON t1AlE BY PHROMPROS, ^J_^ ,W V! Q SUPPLEMENTAL SPLCE IF REQUIRED IN PLANS SEE BRUCE DETALs AM NOTES JORCnoN SO, D D FOR CONDUIT SRE TO LOOP STUBOUT, TO AMPLIFIER, SEE LOOP STUBOUT SEE PLANS CONDUIT PLACEMENT °EDAL. TYPICAL CONDUIT PLACEMENT FOR LOOP LEAD -IN WIRES TABLE A LOOP LEAD PAIRS 1 -2 1 3 4d 89 412 CONDUIT SIZE (MIN.) 1 I 1''A 1'h 2 3 CABLE MNYL ELECTRIC TAPE DETECTOR LEASIN CABLE PGSI, SEE STD. SPEC. &339(7) MINIMUM AREA TO BE COVERED BY SPLICE MAKES -SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS .— SEAL CONDUIT LMRI DUCT SEAL LENOIN SA4WUTS COVERED BY SPLICE Y \ yN `CABLE JACKET a NNYL ELECTRIC TAPE COMPRESSION CONNECTION (TYPICAL) 0 g O f DETECTOR LEPfHN CABLE �=D OF ANYL PIECTRIC TAPE (TYPICAL) tgS), SEE STD.SPEC ..3 'GAMIN IWRE (FOLD BACK AND TAPE) IL`CONDUIT DRILL MILE 'h^ LARGER THAN BELL END BUSHING FILL 'MTH EPDXY LEAD-IN SAWCUTS AND STUBOUT DETAIL DETAIL A 2' COMPRESSION CONNECTION — TVW LAYERS OF AWL ELECTRIC TAPE DRAWN WIRE (FOLD HACK AND TAPED GROUND DRAIN VARE AT AMPLIFIER ONLY SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL- SPLICE DETAIL FOR TYPE R2 INDUCTION LOOPS (2 ROUND LOOP CONNECTED IN SERIES) LOOP WIRE. SEE SPECIAL PROVISIONS ALL DIMENSIONS ARE IN IXCXES UNLESS OTHERWISE NOTES. SEE SPECIAL PROVISIONS FOR BRUCE REQUIREMENTS. CEMENT CONCRETE CURBS OR GLITTER -SEE STANDARD ARE SEE PLAN F -1 PROVISIONS STUBOUT SKILL EXTEND A MINIMUM W INT EXTEND A MINIMUM Y.DEPTO PAVEMENT. TO MINIMUM Y.DE PAVEMENT. 16' PAVEMENT DEPTH VARIES._ JUNCTION PAVEMEM DEPT VA1ilES. / SO, �. S TO I I JUNCTION U' $CHEO e0 PVC SECURED BOX BONED 10 PVL SECURED F INTO ROAD SURFACE MR.) �_= INTO ROAD SURFACE jTTPI EDGE OF PAVED SHOULDER TN M-OUT SHALL EXTEND A SNBOUT SHALL EXTEND A iS MINIMUM HI INTO PAVEMENT MINIMUM Y.' INTO PAVEMENT. PAVEMENT OEM VARIES JUNCTION . i0 PAVEMENT DEPT VARIES. / N' TO L _J JUNCTION &' N SCHEA M FVC SECURED BONED iD PVC SECURED IMO ROAD SURFACE INTO ROAD SURFACE MP.) P) -GROUND SPAIN WRE AT AMPLIFIER ONLY SEE SPECIAL PRADIONS FOR SPLICE VAlFaey SEE ABDO.A LOOP STUBOUT LpIE BRUCE pia SXALL BE CENTERED CN GNIDIJCTORB AND SUFFICIENT SUCK &MLL BE PnoMDED TXAT THE WUCE Gw BE RNMD A MINIMUM OF TYAXNE GROUND LINE CONDUIT PLACEMENT DETAILS T-269043 FILE NAME ttWNNBTJVWDYWImBR10MBTJVDW3 C:LW:21 4 TS °DSAB.M n PISIS MME AM 6:511:21 AM '°'4'°" ^ ^• FEDAID PROJ.NO. A aAF ESM ..rL `f` °w- ^•^'a��l•�"^ I.ODS DATE MOUNDS to As "� ° �Om Corridor Program 1.5 TO SR169 17 8 PLOTTED BY LLL DESx3xEn aY R JMIN r m .... STAGE 1 -WIDENING QITERED RY LCNAN s` °AiMb 0 AO tH BI LIRNC[nBEncEA NEV ° "wwR 235 exEOKFD BY PROJ. EMIw. MMADDEN Lx0DGS0N AB 8IALT IFC NAND MB °•^ ^ "'° ee.mMC "e LL D.,,. RMI'° • 392 SRNMB RJ C -7295 T. =TASTE CONSTRUCTION, DYC LOOP DETAILS 3 OF 3 RL- OIDWIL ADM EL DYE REYMX]N DATE MY w"' H J_ Im V! Q - ------g- gg----- - - - - -- ----------------- - -g - -- - - - -- 88 HIM I Glw nE n��INET rl GwE 1 -405 J, uS �i 66888 888 8 i3 �3 �a�ss�aeeess � is "" "std "sss "s } "s�t� }� ✓��n.E, =E TUBE a aNEG Gmwmmox ..... BWE NBE� BWE GRPNGE 1111 I'�II ��NMMM61� GREEN ��MMMMMM�� GREEN \ RED m R N. F11 EEL SEE MENEWE CETNLB RED WRTE DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL TO THE ..R N = NORTH RIGHT S = SOUTH T TYPE OF CABLE n� ow CCCC CONTRACT NUMBER GREEN NOE AIEp TUm i9 suEO uTE11K G1BIE WmE veYLr BNEO ",RG naN flaE —..E TUBE RGGE RAE /GIM ROW q GE THE 405ve00032 (CC -611) f -rz Buro ureRU Lo 9BE.moBEa msefzm 1111 I'�II ��NMMM61� ��MMMMMM�� GREEN \ RED F11 EEL SR MENEWE WRTE DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q RGGE RAE /GIM ROW q GE THE 405ve00032 (CC -611) f -rz Buro ureRU Lo 9BE.moBEa msefzm RGBE RGGE na Rmw ORANGE TUBE OMN('E 'RE 406VCODOBS (CC -617) f G uTER.0 TG 9mm)mN NGefew 9FCPC N 96bmYB IEGBt]RN) GREEN TUBE 1111 I'�II ��NMMM61� ��MMMMMM�� lMM�N�� \ RED F11 EEL SR MENEWE WRTE DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q N = NORTH RGBE RGGE na Rmw ORANGE TUBE OMN('E 'RE 406VCODOBS (CC -617) f G uTER.0 TG 9mm)mN NGefew 9FCPC N 96bmYB IEGBt]RN) GREEN TUBE RGSE ROBE ORANGE TUEE POW PION 405v000163 (CC-620) woRC L405he0016RR3RS�R uorc TG .71 tEse a_Y6>._. N. 1111 I'�II ��NMMM61� ��MMMMMM�� lMM�N�� \ RED F11 EEL SR MENEWE D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q N = NORTH RGSE ROBE ORANGE TUEE POW PION 405v000163 (CC-620) woRC L405he0016RR3RS�R uorc TG .71 tEse a_Y6>._. N. I'�II ��NMMM61� lMM�N�� \ RED F11 EEL SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL ACVR HOUR MWGE lIE 405W00052 (CC -614) noun Amw 405VC00136 (CC -619) ro 9BSnnBUn tm. I,GN 9Fwc LO 9rcam19f lESal I'�II ��NMMM61� lMM�N�� \ SR # D -T RIRI 0 O F11 EEL SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q noun Amw 405VC00136 (CC -619) ro 9BSnnBUn tm. I,GN 9Fwc LO 9rcam19f lESal ROSE RO6E FpN ROW OWmE TURN 406v000229 (CC -625) 4FOPG N 90G II (E.) G��ORI ��NMMM61� lMM�N�� \ SR # D -T RIRI 0 O SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q N = NORTH S = SOUTH ROSE RO6E FpN ROW OWmE TURN 406v000229 (CC -625) 4FOPG N 90G II (E.) G��ORI \ SR # D -T RIRI 0 O SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL CCCC -P f/p# 0 Q N = NORTH S = SOUTH T TYPE OF CABLE CCCC CONTRACT NUMBER M = MAINLINE P LETTER P FOR PATCH CORD D = DISTRIBUTION #M# SEQUENTIAL NUMBER BEGINNING FROM 001 #N# CABLE NUMBER OF THE MAINLINE OR DISTRIBUTION FIBER PER EIAJ59 A LABEL BOTH ENDS OF THE PATCH PANEL CORD. LABELING FOR MAINLINE AND DISTRIBUTION FIBER CABLES PATCH CORD LABEL T- 269044 FILE NIUE C:1Wp9Wro JVOWXmn0228BBT DE T3 4 Ul n 110.0./ o MINE TORE 1:68:10 AM mm Pre FEDAID PROJAO. ESV:, tl a, y ®o... tl.�...f. 1-405 DATE N19m10 �a �J' 4055 Corridor Program ITD�9 PLOTTED BY 10R. m wns 1 -5 TO SR169 Iw +m ..rm �tltl1e°jO'�*'�aR� T STAGE 1 - WIDENING ENTERED BY ENITER D CNECIEp BY LCHANS LCHAN M. MADDEN °TOnsv • FINGER BERGER _ ^✓ .b�'� _ 238 BUILT TNNO BB T^N^u�f �^ unafu o w. PROW. ENGR LHODGSON IFC A'+w0 P� C -7295 ,E '= m0. TIST�CONMUCITGN.Wc FIBER SPLICE DETAILS 392 REGIONAL AM D. DYE REMBION DATE BY Y °1° J_ 47F� W N Q FINISHED GRADE BACK FILL WITH CLEAN GRANULAR MATERIAL WARNING TAPE BACKFILL WOT ORANGE TINTED CONTROL DENSITY FILL M14 THAN OR ARM WIRE (ORANGE) CONDUIT 2" BEDDING OF SAND OR CDF MIN. MIN. �- OF TRENCH FINISHED GRADE CL OF TRENCH i i rL OF TRENCH i I I I j f I PATCH TO MATCH R• 12• I f i I BACK FILL CLEAN I b Fp 2! I FULL DEPTH � MAT GRANULAR MATERIAL � DEPTH AND MATERIAL SAWCUT OUSTING I WARNING TAPE I PAVEMENT j i i i WARNING TAPE (ITS ONLY) E g FULL DEPTH I I SAWCUT I I I I BACKFILL WITH ORANGE TINTED I I H I I I CONTROL DENSITY FILL. j j 414 THAN OR XHHW WIRE (ORANGE) I I BACXFILL TO BOTTOM OF EXISTING I CONDUIT i i PAVEMENT WITH CDF. ADD RED TNT TO J e3.l xre i PER CONDUIT ZBEDDING OF SAND OR CDF If _ CDF OVER ITS CONDUIT ONLY 1, UNI SD o EMFE SPECIFIED, ll r pRENEORD ARE WED OR RwMwr s nnawpo. '_ll Y :TURE R'S SPECIFICATION '_ NIIFACTURERSN SPI ECIFICASPECIFICATION II` MIN. MIN. MIN, MIN. TRACE WIRE (ITS ONLY) x. ... iME . PP PEA EMI FE... FINISHED GRADE BACK FILL WITH CLEAN GRANULAR MATERIAL WARNING TAPE BACKFILL WOT ORANGE TINTED CONTROL DENSITY FILL M14 THAN OR ARM WIRE (ORANGE) CONDUIT 2" BEDDING OF SAND OR CDF MIN. MIN. FIBER OPTIC CONDUIT TRENCH DETAIL xGT ro r_uE PATCH TO MATCH R• 12• S• EXISTING PAVEMENT FULL DEPTH DEPTH AND MATERIAL SAWCUT OUSTING II PAVEMENT WARNING TAPE (ITS ONLY) FULL DEPTH SAWCUT BACXFILL TO BOTTOM OF EXISTING PAVEMENT WITH CDF. ADD RED TNT TO NOTES: CDF OVER ITS CONDUIT ONLY 1, UNI SD o EMFE SPECIFIED, ll r pRENEORD ARE WED OR RwMwr s nnawpo. TRACE WIRE (ITS ONLY) x. ... iME . PP PEA EMI FE... GDNDUR 0 3. IF A CDUFGGT INTH D NODE OR DINER IAIYRES MIN, TIE CMTV4Mp 51W1 EDND PVH FOR FEEOL NG TIE GONE I T TO TIE ENGINEER d. INET.VL CONDUIT SPACER PER W I.FAMEERE RECOI.MENWTpI Y SHOULDER TRENCH DETAIL NDTro T- 269045 FRE NAME C:1 acWEIw1BTJVSSSXmE022MIBT DE 18406r1B _ TIME S:M W AM °ATE 1°°° MAm FEDAD PROJ.NO. p N - Sxry E`' • ' OH � W "°" I -4D5 PIGt 10 M1M301S w „9M ogram I To SR169 ITD 70 PLGTTED er m. so�E`e -5 STAGE 1 - WIDENING lion ED Br R.CHANS ENTER ENTERED BY L. CNAN 1' + N�NOL�E`.OffOf Hen g1ECKED BY M. MADDEN MALT xNHO M lMA —� 0 N LTRI- PROD. ENMM LHODGSON pC WERE pJ -1w C -7285 295 re STATEC- FTRIICII -.LYL CONDUIT TRENCH DETAILS 392 M:.. ADM. a. ME RE.v�ox DATE .1 NF.m INNIN m vb a 0 GENERAL NOTES: PRIOR TO CONBIXUCTON THE W`PRACFOP 6X SINSMn TO THE ENGINEER FOR HIS MA MPRDV YL DETNM OF CiSLEB NO CORRECTORS OF N G EM P'M.E9. CAMERA MOUNFNG PIATE 2 GRADS INSIDE ME H S A SUSPENDED NXH MFT NONE OF ME CPBI£ NflGM II IS TNANSFERREO TO ME CABLE CONFLIMONS OR T:RMINKFpNS, II D. ALL xMgYPPE sHNL RE SINN. s1EF1 OF 4LLVNIUID. GCRXECT M'0 PLACE INSIDE II �ApyE DRIP LOOP NIWK II I 'KFLEM$ CA61E SUPPORT GRIP SEE XGTE x .. .. .xFx coven DRIP EV CAMERA POLE I� II TYPICAL CAMERA MOUNTING DETAIL T- 269046 RIM NAME C: \WONIw CMBgNaTJVODOSWnM}bMBTJ 2 DE Ta A Kd n ^"'^'°' Plot 11 TYE BM:M AY N2NN ^'° FEDAID PROA.NO. amT JSe'a'O� ..'�`rR 1 -405 DAIS BNBMGIO ��® ;c <,,. 4Q5 Corridor Program I TO SR169 ITS 1 PIATTED BY NW 1G AS -5 DESIGNED BY R. 4ANN3 .D..F® JEWS STAGE 1 - WIDENING ENTERED BY L CHAR NEB ILfINGER aEgOEq 9 �.�ase _ 10, cNEDNED Irr Y. NADDEN AB IwGT Hello � N> uunD11 ND. ,qL �„k. - PRQI. ENDR LXODGSON EL W&9p 0.I C-7296 re M rNl- RPARECONSTRUCRORINC CAMERA DETAIL Gaz REGIONAL ANDY. D. DYE REYRYON DATE "I �J_FF�9 (All Q =TOP TOP OETNL a1O CNMAA PoIE O4iA TABLE � UNPIN MANNORE R "X "MONSIGNOR 0X FACE O TOH LMgiIg1 C.LLIFA.4 NIGHT (CAFE H u NFLN TUTU LGYNGR HAND HOLE IX D W.E TO RGWNM CAMERA POLE : OFFS DROOL A CAMERA POLE DATA BOLT ORGI1 NOR ONNERA MOUNT YATI FOUR OAP. Ol S. )}W dA PMF ]OP PIA]E wwuY M.AGEG ,NG OFNFw. NOTES 1 MD 91 t]BOM GFMER NOTE (IN Eo]R NLATm) ](SEE TABLE, a 3 (ON- EFE.UI PLATE p qAX %PE. T.MP G&T IN Tr PO)E TM PULE aem J 1'V O.TS x 1' &DT M GOD tm ..APANT f TO FACGRATE GAIUMING f IUIfiWOIE-- L._.w._._ (OwuOED AS N S II UPFFA� GIF A]P Nb]N Fags WNWG HGONE LWCOVFA SFE EET POLE TOP DETAIL 1N'STEEL CXANN¢ CGROUCTOA IA s1EEi PuTE a9rs Tw. � 1M NC, PROS & &TP O1N OLPER E N, TO SEGLAN G.R. BN NOT TOUGH POLE YOO, IN CONDUCTOR ATTACHMENT DETAIL GONSAMS ArrM.INEM6 STAIA MAY MY PER MOMRK . NOR C-7295 WILL HOIF, GG`Y (CAGE LBLO PER TABLE FOR GAL GROUND ANGLE 1 493E Ta4ED A�S C NT "R OROwo aXEE LaAfx xwwwLE POLE FOUNDATION POLE TUB ANCHOR POLE BASE SQUARE BOLT HOLE STATION STATI DN OFFSET LT /RT HEIGHT DEPTH TOP CIA. BOLT NO. N0. LINE (FT) "PL" LET) (FT "PT" OIA ;,I POLE BASE DETAIL INI (IN) (IN) 11CCTV-619 d5HEET E405 1091+61.0 85.0 RT 50 6.5 10.00 1.25 1.25 25.00 25.50 1.38 CCTV -619 1405 113+00.0 6T5 RT 3B 6.5 1.25 25.00 25.50 1.38 CCTV -625 1405 1 LT SG 6.5 U.0 10.00 1.25 25.00 25.50 1.38 CCTV -625 E405 1104 +50.9 102.4 Li 50 6.5 10.00 1.25 25.00 25.50 1.38 NOR C-7295 WILL HOIF, GG`Y (CAGE LBLO PER TABLE FOR GAL GROUND ANGLE 1 493E Ta4ED A�S C NT "R OROwo aXEE LaAfx xwwwLE ANFX1> FRAME WCORF TRIP + 1 TRFLING G + FL � El POLE BASE DETAIL NAND ROSE- IN .A SARLEMEXT GROUND H I _j ,AN,FNGNG LW.1'm w.. Nr G .. M w Run CCXCNETE CLASS YW DESIGN CRITERIA: 2.1 MSHIO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC MOSAICS 1MH INTERIM REVISIONS 2002 AND 2033. 90 MPH MILE OEFLECTON SWILL NEITHER EXCEED 0.7 -IN 30 MPH MIND NOR 1.4' IN TO MPH VAND. LOADING: M CAMERA - EFFECTIVE PROJECT AREA - 1.00 SO. ".@ E'-0' ABOVE POLE TOP. 2) DISH .1W DIN. ® POLE TOP LEVEL. ITRISTAIE NNF TOP PLATE rwDv LNG lfE O TO INIFAION OFPoLE PO P O LE ANY IM' FND N .. R MPNGL.. J -HOOK FOR WIRING TEMPCPANNY GAP CON DURING GGNSIRUGTON ME DAFAi POLE SHEET INSTALL GROLFI` PAD - 1'CNALiEIi (TAP) aI ENERaY SPACm pGULU�-- '� MMCWS AT I'CCFIFRS CAMERA POLE FOUNDATION DETAIL GENERAL NOTES: I MS, NOUN TOP FNk FF .. NWNT FU]E, BOLT ORCLEARO XOLT .. ME AOEOWTE FOR THE REOUIRED x. Aw AND AtA . FANTI I I!, . LAY 1. SAMETER SIWl DE STaN1EE5 OR CPA95. 3. O MOUNT FLATS USING FOUR (4) SW -PUNS .1 ]S STaN1ES5 BOG' .. SMiir GO sr .. SELL Y IAA RS AND FOUR RI LOG N WTI NYLON INSERTS. 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING CAMERA POLE DETAILS ITD 12 NOS 239 39922 r J W 'L^ V/ Q HINGED. ONCKDELEASE FUSE HOLDER VAIH 12W. 2M S. BUYNTFUSE 12V CC FROM FO'AER SUPPLY O PtlA£R IN DPTA O MLEO 8 DATA TRANEMRiER ' ].. L911CAL ON NCEO IN Fl PATCH COW 1 TO FBER R RD OPT DPIIC PAWN PANEL o o DAX o CABR. CONTROL TIREE PRONG CASE TO GPMERA RA MUG TO CORE( CAMERA CONTROL CABLE WRING DETAIL RAUIMINUM MATE (SEE CANONS CONTROL CMILE WRING OETNU 1^� FAH AND 1NF,aM0.4rAT V FLUORESCENT LAMP FIBER OPTIC DIBTVBDTICN PANEL AG N D R B 19 15 EM to PA. IS O REAR CABINET LAMP 12 NEUTRAL BUS, COPPER 13 Ll Faaxr AND BACK 13 Ll Ac E SMINAL BLOGHB SURGE SUPPRESSOR, INAL NC. O2 GFCI OUTLET DUPLEX RECEPTACLE 13 GROUND BUS, COPPER 12 12 BUS BARS. IMOUNTEO TO SIBS PANEy O3 EIA DUPLEX RECEPTACLE 10. COOLING FAN 11 10 11 10 0 15 AMP BREAKER FOR GFCI OUTLET 15 THERMOSTAT, 70'F CLOSURE E 3 O5 100 WATT STRIP HEATER iS FRONT DOOR SWITCH (10 A), N.C. ] e OB THERMOSTAT, 50 -F CLOSURE 1] REAR DOOR SWITCH (10 A), N.C. s 6 OT 15 AMP SPARE BREAKER i8 FRONT CABINET LAMP MAER DISTRIBUTION ASSEMBLY H pmMOB�wION QS 15 AMP RECEPTACLE BREAKER 19 SURGE SUPPRESSOR AND FILTER 5 N4 3 gHg1BLY � O 15 AMP ENVIRONMENTAL BREAKER 2 1 DATER 2 I Boom 10 20 AMP MAIN BREAKER 11 POWER TERMINAL BLOCK HEATER CAMERA CABINET RACK ELEVATION -FRONT VIEW CAMERA CABINET RACK -SIDE VIEW CAMERA CABINET WIRING DIAGRAM CAMERA CABINET DETAILS I T 269048 FILE NAME C1 NO(N2Ymel1L'gIBTJ BE TS .aPABUJIBB t M w s^r u1•! E%y Py ''' c H �� ""^""°° Corridor Program A<vcimB9 IL405Enc.n .,- W neL9 `PROD. rTasun�re corvsraucnorv, we 1 -5 STAGE 1 -405 TO SR169 1 - WIDENING S:SB:9B AY 1pO1 m•^ FEDAID PROJNO w As RWITm BY R. JAHNS T ENTERED YY ENTERS M. LUDDEN AS WILT FIY1a vmuur �n C -7285 �m .w ENGR LHDDGSON IPO �%� RJ CAMERA CABINET DETAILS D. DYE REVISION PATE YY J_ M� W ch a r-A I I LEGEND _ THFAMOSTAT IIIIIIIII'llllll'� CIRCUIT BREAKER OP RECEPTAQ£ Q' I - •za N wi LA FRONT VIEW SPACE FOR FIBER OPTIC PATCH PANEL DISPLAY PANEL CONTROLLER — SHELF 7INPUT FILES SPACE FOR — DROPANSERT DATA MODEM POWER DISTRIBUTION ASSEMBLY JKS - SEE FOUNDATION . DETAIL SHEETS � I —II LEGEND ® THFAMOSTAT — CIRCUIT BREAKER OP RECEPTAQ£ Q' RELAY COL S . SIGN T = TRANSFER -N- RELAY. CONTACT N.C. m1 RELAY. CONTACT 40. I11' y r� SURGE PROTECTWN -/-- SYATCH SNAATCR N.C. —0 DC GROUND yI" EQUIPMENT GROUND TR TRANSFER RELAY 3R SIGN REIAY SPACE FOR FIBER OPTIC PATCH PANEL DISPLAY PANEL CONTROLLER — SHELF 7INPUT FILES SPACE FOR — DROPANSERT DATA MODEM POWER DISTRIBUTION ASSEMBLY JKS - SEE FOUNDATION . DETAIL SHEETS � I —II SECTION A-A TO INPUT FILE III TB11 m1 U (SEE TERMINAL BLOCK GROUND BUS 2 R11 CS1131 m1 ASSIGNMENT TABLE BELONG COPPER II!I� Z 3 8112 O —WIRE IN PARALLEL 115 TO J15 116 TO J16 CLEAR AREA 1P TBB 'TERMINAL BLOCK "B" SHALL BE 12 POSITION W MAIN BARRIER TYPE, NTH -:0• POSITIONS UNASSIGNED AL SERVICE PANEL DETAIL C -7295 C4 CONNECTOR CABLE SHALL BE 4 FT LONG SECTION A-A TO INPUT FILE 10 POSITION DC TB11 m1 U (SEE TERMINAL BLOCK GROUND BUS 2 R11 CS1131 m1 ASSIGNMENT TABLE BELONG COPPER �• Z 3 8112 O TIE 4 KN W TERMINAL BLOCKS g gl 3 WA WA SHALL BE 12 x 5 j CLEAR TB1 S WA WA POSITION BARRIER RFI T 1 FEO "" 110 CABINET ONE LINE DIAGRAM - POWER SUPRESSGR M 2 N IIE Ml 1 WHI SHALL SHALL T T B B TB2 3 NBC SET 11J BE A 8 POSITION 9 0 33A 159 TB2 4 N la BARRIER TYPE 1 TS2 5 RED DET ED T TI (EOFMD (AM TB2 S N US MOWTOR B BI T82 7 RED RT UJ UNIT 4 B2 B N UK DC INPUT - R -- �15A I T TI USA TB2 9 RED RT AD SUPPLY FILE 1 IFLOI B [I I R (ERN R TB210 R ME 8 8; Rt R OR R TIM 11 fIFW LET ID FIELD INPUT TB2 12 N OR 24 VGQ INPUT INHIBR PANEL DETAIL M 1 RED, [ NO FILE J P09RON A B POSMON A ,§ �__ - POSITION A B TB3 2 R NE FED DIV 0 T% 1 FEW BET HAD R R2 TB3 3 RED CET NI DIS%AY JE T31 2 IS R TEA 4 N NK a PANEL TINS 2 CONTROLLER US JSE TIES E FEW CET BD READ DEP T1 RJ TIM 3 FED DET IIN TES B N NE RED DEP JIM TEA 4 014 FAR HEATER TB3 7 FEW C IN Y® NM The 4 a jw TB3 B ND NK SIR S TR NO TOO 5 \ lie TB3 9 FED C UO Y➢C RD TEA 0 -.L -i IM TB3 10 N1 EE Yet IME TIES 6 v a JE TB3 11 HBO DET BI RED DEP IG TEE T RBD DET I1N TIES 12 N2 B( BED DET AJ TEA B PLYN.•E MN TS8 a m Im TEE 0 SKI CH NO JNl TEA B SIGN g91T4H SNITCH SNITCH T99 S RED 9FT DOOR SNITCH AND TBB a FIASHER PACK PACK PACK T14 10 m CABINET UGHTS ME TINS 10 NA 3 2 1 MUD IW MA 1134 11 BED DET NI TIM it REID DET OSPENCONIXIION) TEE 11 lP1 WA TR2 118 IN( TINS 12 TO AJIvMCED HK TEE 12 NM MODEL 334 CABINET DETAILS YARNING SIGNS AM DET 11W M7 1 RED D"' M ME 1 R Y G RYG RYG TIES 2 NB ISE TED NI J E TER 2 WITH FIBER OPTIC COMMUNICATION TEES TO SIGNAL DISPLAYS VA CURRENT MDNITOR HIM T87 9 RED DEW' JN C -7295 C4 CONNECTOR CABLE SHALL BE 4 FT LONG 'IJ= C�OGC�C =1 CL' NOTE: INPUT FILE -I- TERMINAL BLOCKS "11" -"116" INPUT FILE "J "TERMINAL BLOCKS "J1 "-"J16T 269049 �/^•"�'= ` -� 1 -405 Plat 14 140�j Corridor Program 1 -5 TO SR169 ITD 14 f OV3A� Id06 •�••••• -•' <•• STAGE 7 - WIDENING _ ILFIH6EmP BER4EA i{1 vMm. mv� ^s "S"".�bs A N A. MIAMI T STRUCrmn,mc MODEL 334 CABINET DETAILS 1 OF 3 392 TO INPUT FILE 10 POSITION DC (SEE TERMINAL BLOCK GROUND BUS m1 ASSIGNMENT TABLE BELONG COPPER TERMINAL BLOCKS g gl SHALL BE 12 x 5 j CLEAR POSITION BARRIER AREA TYPE C FOR 11' Ml 1 WHI SHALL SHALL T T B B BE A 8 POSITION 9 0 BARRIER TYPE 1 T TI B BI 4 I T TI B [I I 8 8; FIELD INPUT INPUT PANEL DETAIL INPUT PANEL TERMINAL BLOCK ASSIGNMENT TABLE P09RON A B POSMON A I B POSITION A B TIN 1 FED DIV 0 T% 1 FEW BET HAD TIES 1 NEED BET JE T31 2 IS RE TIES 2 a 11E TINS 2 US JSE TEA 3 READ DEP RJ TIM 3 FED DET IIN Tee 3 RED DEP JIM TEA 4 014 •K TINS 4 Y® NM The 4 a jw T14 5 FED CET NO TOO 5 FlRW C£T lie T66 5 REJ) O RD TEA 0 116 IM TBB 6 Yet IME TIES 6 a JE TH 7 RED DEP IG TEE T RBD DET I1N TBe 7 BED DET AJ TEA B NB MN TS8 a m Im TEE 0 NO JNl TEA B REW Dfl IW T99 S RED 9FT AD TBB a NM WA T14 10 m ME TINS 10 NA AS MUD IW MA 1134 11 BED DET NI TIM it REID DET iii TEE 11 NM WA TEN 12 118 IN( TINS 12 JD HK TEE 12 NM WA M51 AM DET 11W M7 1 RED D"' M ME 1 TIES 2 NB ISE TED NI J E TER 2 TEES RED DET HIM T87 9 RED DEW' JN TB9 3 TIES 4 M 11O M7 4 SO JB( TIES 4 IBS 5 fIBD CET 1110 .7 5 RED CET J80 TED 5 WA NN T85 a NI 111E TS7 8 AS JIM TDB 6 WA WA TIES 7 FED CET 111J Tel 7 FlEW CET AD T09 7 WA NU TIES a KR 111` TB] 8 N4 JB TEA 8 a WA TIES 8 FED DET 1120 TB7 8 RE DE1' JN TEE D WA WA TIES m W I Tel 1D K6 M TBe 10 HM WA TIE 11 FED CET 1121 .7 11 fEW CET MI TW 11 NU WA 1% 12 NI 112K TB7 12 a .W( TIES 12 WA WA INPUT FILE (REAR VIEW) 'IJ= C�OGC�C =1 CL' NOTE: INPUT FILE -I- TERMINAL BLOCKS "11" -"116" INPUT FILE "J "TERMINAL BLOCKS "J1 "-"J16T 269049 �/^•"�'= ` -� 1 -405 Plat 14 140�j Corridor Program 1 -5 TO SR169 ITD 14 f OV3A� Id06 •�••••• -•' <•• STAGE 7 - WIDENING _ ILFIH6EmP BER4EA i{1 vMm. mv� ^s "S"".�bs A N A. MIAMI T STRUCrmn,mc MODEL 334 CABINET DETAILS 1 OF 3 392 J_ W V/ Q SIGN SWITCH POLICE CONTROL SWITCH CONNECT TO FUNC ON CONNECTION CONNECT TO FFSLNC 1QB CN CMI OC ONE) C61 CM2-YEL SS2 SION CONTROL NO NA Ct -77 SR-7 SR -7 SR COIL 2 NA B C1 -70 DC ONO DC GND 2 CStO AUTO METER 9 CMIYEL 4 T14 C126 POLICE GIRL 3 SHOWN IN AUTOMATIC MODE NOTE: SIGN SWITCH SHALL BE 3POSRION STATIONARY TYPE WTH 10 A CONTACT RATING SIGN RELAY SHOWM IN ON MODE NOTE: POUCE CONTROL SWATCH SHALL BE 2-POSMON STATIONARY TYPE NTH 10 A CONTACT RATING. CONNECT TO FUNCTION CONNECTION CONNECT TO FUNCT �F CN CMI 7 S C61 CM2-YEL SS2 SION CONTROL CM24'RN 4 Ct -77 NC NA NC NA B C1 -70 5 NC NA R-0 AC- 1 CMIYEL 4 T14 SIGN OFF FIELD CS21 •N VDC 2 1 3 T1 -1 SIGN ON FIELD NC SHOWN DE- ENERGIZED (NOT METERING) NC NOTE RELAY SHA L OPERATE ON GROUND OUTPUT FROM 170 CONTROLLER. RELAY COIL SHALL DRAW LESS THAN 75 MILLIAMPERES. REWY SHALL BE DPDT AS SHOWN AND HAVE CONTACT RATING NOT LESS THAN 10 A CONTINUOUS DUTY. AC WRING FROM SIGN RELAY TO PDA SHALL BE 14 AM, C4 CONNECTOR ITO CURRENT MONITOR) FIN CONNECTION FUNCTION 1 CN CMI 2 C61 CM2-YEL 3 C1d5 CM24'RN 4 Ct -77 CMt-REO 5 C1 -03 CM1 -TEL 8 C1 -70 CMIGRN 7 CIAME0 8 C121 CMIYEL 8 0122 C=RN 0 C 26 NA 1 NC NA 12 NC NA 13 NC NA 14 NC NA 5 NC NA 3 NC NA 17 Ci -70 RA 18 Ct -71 NA 19 C1 -02 IL) 0 NC NA 21 05.18 NA 22 0530 NA 23 DC GND DC GROUND N 1191 24 VDC KEY TO ABBREVIATIONS CB = CIRCUIT BREI CM = CURRENT MONITOR DP = 013PIAY PARK MU = MONITOR UNIT NA NOT ABSIONEO NC = NOT CONNECTED PC = POUCE CONTROL SNATCH SR = SIGN RELAY SS = SIGN SWICH SNPK - SWITCH PACK TR = TRANSFER RELAY C5 CONNECTOR (TO DISPLAY PANEL) PIN CONNECTION FUNCTION 1 01-03 DP REMOTE 2 Ci-00 DP Z 3 0125 DP STANOBY TRAFFIC 4 C12 5 DP 'STANDBY CLOCK 5 C14i DP - TELEMETRY B C126 DP ECHO T C12B OF -OONFUCT 5 Ci -00 OF ZET. FAILED B Ci -01 OF RED LANE 1 10 C143 OF METERING, 3341 11 C1E4 OP -RED LANE 2 12 C125 OF -YELLOW LANE 2 13 C1.98 OP -GREEN LANE 2 14 CET OF -YELLOW LANE 1 15 C1RB OP -GREEN LANE 1 13 DP 77/C4 -6 OP -REO U E 3 17 01 -100 OF -YELLOW LANE 3 1B 01 -101 OF GREEN LANE 3 10 NO NA 20 NC NA 21 NC NA 22 NC NA 29 DC GND S3-1 24 TB13B N WC C2 CONNECTOR TO F/O MODEM C2 PIN 0825(MAM K 2 L 3 N 7 o�M C -7295 C6 CONNECTOR (TO PDA) PIN CONNECTION FUNCTION 1 C2 SW` 4tEO 2 Ci3 SWPKI6RN 3 C14 SWIM -RED 4 C2 SNPK3 -YEL 5 C12 SWPK3SRN S GIFT CONNECTOR CiP AND C1S 7 C12 SWPK }YEL S PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION 1 DC GRD DC GROUND 27 NC 14 NA NA 53 DP 55 GET 15 79 DP 77/C4 -6 DET37 /CM1G 2 CG -1 SWPK1 -RED 28 NC NA NA NC 54 DP 56 DET 16 80 DP 78/C4 -7 DET38 /CM3R 3 CG -2 SWPK1 -GRN 29 NC DC END NA N 55 DP 57 DET 17 81 DP 79/C4 -8 DET39 /CM3Y 4 CG -3 SWPK2 -RED 30 NC OF. NA 14 56 DP 58 DET 18 82 OF 80/C4 -9 DET40 /CM3G 5 C6 -4 SWPK2 -YEL 31 NC 16 NA OET.16 57 DP 59 DET 19 83 C5 -1 DP REMOTE 6 C6 -5 SWPK2 -GRN 32 NC DET.13 NA DPW 58 OF 60 DET 20 84 C5 -2 NA 7 CG -6 SWPK3 -RED 33 NC DP80 NA 21 59 DP 61 DET 21 85 C5 -3 DP TRAFFIC 8 C6 -7 SWPK3 -YEL 34 NC 23 NA DET23 60 DP 62 DET 22 86 C5 -4 OP CLOCK 9 10 C6 -8 NC SWPK3 -GRN NA 35 36 NC NC DET.25 NA NA DP85 61 62 DP 63 DP 64 DET 23 DET 24 87 88 C5 -5 C5 -6 DP TELEMETRY DP ECHO 11 NC NA 37 C6 -9 SWPK1 -YEL 63 C4 -1 CM2 -RED 89 C5 -7 OF CONFLICT 12 NC NA 38 NC Dun NA DPW 64 C4 -2 CM2-YEL 90 C5 -8 OF DET FAILED 13 NC NA 39 DP 41 DIET 1 65 C4 -3 CM2-GRN 91 C5 -9 DP RED LI 14 115 -4 INPUT GND 40 DP 42 DIET 2 66 PC -3 POLICE CONTROL 92 DC GND OUTPUT GND 15 NC NA 41 DP 43 DET 3 67 DP 65 DET 25 93 C5 -10 SIGN- AUTO/DP METER 16 NC NA 42 DP 44 DET 4 68 DP 66 DET 26 94 C5 -11 DP RED L2 17 NC NA 43 DIP 45 DET 5 69 DP 67 DET 27 95 CS -12 DP YEL L2 18 NC NA 44 DP 46 DET 6 70 DP 68 DET 28 96 C5 -13 DP GRN L2 19 NC NA 45 OP 47 DET 7 71 DP 69 DET 29 97 C5 -14 DP YEL LI 20 NC NA 46 DP 48 DET 8 72 DP 70 DET 30 98 C5 -15 DP GRN L1 21 NC NA 47 OP 49 DET 9 73 DP 71 DET 31 99 C5 -16 DIP RED L3 22 NC NA 48 DP 50 DET 10 74 DP 72 DET 32 100 C5 -17 DEP YEL L3 23 NC NA 49 OF 51 DET 11 75 OP 73 DET 33 101 C5 -18 OP GRN L3 24 NC NA 50 DP 52 DET 12 76 DP 74 DET 34 102 115 -3 DET RESET 25 NC NA 51 DP 53 DET 13 77 DP 75/C4 -4 DET35 /CM1R 103 C6 -10 WATCHDOG 26 NC NA 52 DP 54 DET 14 78 DP 76/C4 -5 DET36 /CM1Y 104 DC GNO INPUT GND C -7295 C6 CONNECTOR (TO PDA) PIN CONNECTION FUNCTION 1 C2 SW` 4tEO 2 Ci3 SWPKI6RN 3 C14 SWIM -RED 4 C2 SNPK3 -YEL 5 C12 SWPK3SRN S GIFT SWP ED 7 C12 SWPK }YEL S C12 SNP RN B 0127 SNPK1 -YEL 10 C1 -im WATCHDW MU 11 NO NA 12 NO NA 13 NC NA 14 NC NA 15 NC NA 16 NC NA 17 NC NA IS NC NA 19 NC NA 2D ND NA 21 NC NA M NC NA 23 DC END DC GROUND N TBUE ♦N VDC P1 CONNECTOR - FEMALE INPUT FILE TO DISPLAY PANEL P2 CONNECTOR -MALE DISPLAY PANEL TO Cl Pt PIN# CONNECTION FUNCTION P2 PINE CONNECTION FUNCTION i DPI DET.1 1 DP41 DET.1 2 DP2 DET.2 2 DP42 GET. 2 3 DP3 DET.3 3 DP43 DET 3 4 DP4 DET.4 4 DPM DET.4 5 DPS DET.5 5 DP45 DET5 6 DP6 DET.6 6 DP43 DET.a 7 OPT GET,7 7 DP47 Du..7 8 DP3 DET.6 3 DP43 GET.B 8 DP9 GET.9 B DP49 DET.9 10 OP10 DEf 10 10 DPW DEf.10 11 OPH DEf.11 11 DP51 DET. 12 D %2 DET]2 12 OP W DET .12 13 OF 3 DET.1 3 13 OF. WT.13 14 DP14 DET.14 14 DP54 DET.14 15 DP15 DET.15 15 DPW DET.16 16 DPW OET.16 16 DPW DETAS 1T DPn DE 17 17 DP57 DEr17 i6 DPt6 DET.13 18 DPW DET1B 10 DP19 DET iB DP59 DET. 1B N DM DET.21 20 DP80 DET.M 21 DP21 GET.21 21 DFM DET.21 22 Dm GET.2z 2x OP82 DET.M 23 DPW DET23 23 ONG DATES 24 DP24 DUN N DP64 OET.N 25 DP25 DET.25 25 DP85 DET.25 28 OP26 DET.28 W OPd9 DET.25 27 DP27 DET.27 n DP67 DET22 28 DP28 GET .20 N DPSB DUBS 29 DP29 GET.29 4 DP69 Dun 30 DPW DET.W 30 OPro DET.W 31 W31 DETM 31 DP71 DET31 32 W32 Dun 32 DPM DET.32 33 DP33 DEf33 33 DP73 DE`FW N DPM DE734 N DP74 DET.34 W DP35 DET.W AS DP75 OET.35 AS DPW DET.% 36 OPTS DET38 37 DP37 DUN 37 DP77 DET37 38 DPW DET.38 W DP76 DET.% 38 OPEN DUN 39 DMB DE739 40 DPQ DEf40 W WSO DET40 41 NC NA 41 NO NA 42 NC NA 42 NC NA 43 NC NA 0.9 NC NA 40 NC NA 14 NC WA 0 NC NA 4$ NC MA 45 NC MA 48 NO NA 47 NO NA 47 NC NA 40 NO NA 43 NO NA 4B +N VDC POWER 49 NC W LOGIC GND GROUND W N. A' 1-405 1 -5 TO SR169 STAGE 1 -WIDENING MODEL 334 CABINET DETAILS 2 OF 3 ITO 151 242 33892 r J_ M� W N a 0125 SCREENED TEXT FIELD PRINTABLE LABEL / -I\ TX 05"TYPICp SEE FIELD WIRING 0.2&' SCREENED TEXT. CRAFT. SEE NOTE BELOW, ENGRAVED PHENOLIC CABINET NAMEPLATE 9" X 1.F TYPICAL SEE SPECIALS. DETECTOR DISPLAY ADVANCE WARNING SIGN d25 0 ON AUTOMATIC OFF � SIGN OFF 3.75 TEST SIGN ON Q 1.5. 4.V O.5 ,,1L, TYP 11 TYP iK00 (rrP1 D.TS• 11 210- 0 31 29-0 12 Q- 0 22 &(D 32 8-0 3&() 13 &G 23 O 33 &0 49-0 14 6-O 24 8- G 34 0- G 5 &0 186.0 250- 0 350-01____________ 6 8- 0 18 8'O 286'G=---------- -- 36�0 7 & 0 170-0 27 @' O ---- -- - - - - -- 37 6' O ------ -- - --- 86'0 189-0 28 O L____________ 6'0 :___________- 99-0 19 O 29 O 39 0 106'0 ZO 6'O 30 &O 40 �Gi____________ LANE 1 LANE 2 LANE 3 0 REMOTE O TELEMETRY O RED O RED O RED O STANDBY TRAFFIC 0 ECHO 5 O YELLOW O YELLOW 0 YELLOW (D STANDBY CLOCK O CONFLICT 1" mP) O - - GREEN O GREEN O GREEN O METERING O DET. FAILED O V 1.5 T T 3.5" 4" DISPLAY PANEL UNLESS OTHERWISE NOTED, ALL TEXT xo rwu SHALL BE SCREENED DIRECTLY ON THE PANEL. TEXT SHALL BE 0.25' MINIMUM. C•7286 ,. POWER DISTRIBUTION ASSEMBLY (PDA) #3 (REAR VIEW) t, 05 Ri R2 t3 O 4 t2 INSTALL MODEL 430 TRANSFER RELAY. WIRE AS SHOYM BELOW. PDA M3 MODIFICATIONS CONNECT: TRANSFER RELAY #2 FUNCTION TZ4 TO T" TR OUTPUT TO FIELD GRN 2 u2 TO MILLS ENERGIZE TR WHEN MU IS NORMAL Z 1 Ti-2 TO SR.i FIELD OUTPUT -SIGN ON T14 TO SR44 FIELD OUTPUT -SIGN OFF ADD TRANSFER RELAY n AS SHOWN. TRANSFER RELAY (FRONT PANEL OF PDA p3) CONNECT TO UNU� CONNECT TO FUNCTON SNPKIA 4C SUPPLY ja SYFK2_] GRN -2 CB 3 AC: T48 GRN OUTPUT NO NA TRS AG T28 MULK h -3 pG SHOWM DE£NERGUED ENERGIZED BY MONITOR UNIT NORMAL 1-405 1 -5 TO SR169 IM 16 1405 STAGE 1 -WIDENING 2A3 MODEL 334 CABINET DETAILS 3 OF 3 3922 TRANSFER RELAY #2 (MODEL 430) CONNECT TO FUNC1 TO CONNECT TO EUNy_TION 7 B SNPK3-7 GRNS SNPK1 -7 GRN-1 Tod GRN OI(IPUT 5 S T4 GRN OUTPUT cm AC, 3 4 TIDJ AC. Tt MU-0K 1 2 Tbi AP SHOWN DE -ENERGIZED ENERGUED BY MONITOR UNIT NORIM` 1-405 1 -5 TO SR169 IM 16 1405 STAGE 1 -WIDENING 2A3 MODEL 334 CABINET DETAILS 3 OF 3 3922 J_ /5 W ch Q 1° A �� o 0. \� KEY iO PRIMARY POWER 2O MAIN BREAKER. 3O SECONDARY MAIN BREAKER. O SECONDARY BRANCH BREAKERS, S CIRCUIT PANEL O TRANSFORMER 1 LV�7�J�FV FILE FUYE JVWDYYmWPSOBIBT.IV4W3 DE TB M6AB.E n D}10.! o°BB`°0 4 �Oee °n,°n`° °�° TOY "l R 0 �w mwrswµe� ogFem 140 I�ECorr r Program 1.1 ° °• '�zc6sn.dN'° N �srA��cOxs3nurnon.wc © NEUTRAL BUSS. Plot 17 DYE liA3:E0 AN BM:N AM 4 FEDAID PROJ.NO. ITD 17 w06 DATE anlMOm 7O GROUND BUSS. B �� O 1 DESMINED BY R. JANN9 1 2 JOE - 392 awe 8O RECEPTACLE GROUNDED (GFC120 AMP, 120 VOLTS). CHECKED BY M. MADDEN BUILT ]repo C -7295 W Paa.ExOa Lxooasox IBC a+aree ^+ TRANSFORMER CABINET DETAILS O PERMANENTLY AFFIXED COMPARTMENT SEPARATOR. PEVWOx DALE Br 240 4 10 SEE FOUNDATION DETAILS. 3 5 6 6 11 ENCLOSED VAREWAY FOR 120V CIRCUITS. 12 GROUNDING ELECTRODE. 2` O e 13 MAIN BONDING JUMPER. 14 CABINET BODING JUMPER. 4 15 SUPPLEMENT GROUND (FROM REBAR TO GROUND BUSS). OB — 2 IS 120V240V POWER CONDUIT(S)AND GROUND CONDUIT. �� 1T 480V POWER CONDUIT(S). 6 B O O r. H u 4 GENERAL NOTES T�l I 1. .NET S= `OA 3 00, -13 lPNA .6 00, O SERE SP L BE V HIGH X N' OA + --—----- - NINE X 2W LEER CLBINET Slg FOR 126 -a PO, 1RIHSFORNEA6 SRVl BE NOHXY WDEBSODEEP. 12 tg t] 10 2 THE HCPYDMY BRWCH B SW1L BE BAT IN TYPE MOYXTm ON COP AT IMS COP WSSµVgN MTED qi 1N PMPS ti ti 3 Al ORCIAT BOMERE INST.WED AWL BE PERHOHENN Y BARBED WIIM MPUV I-E CIRCUIT N4 iB CIRCUIT DIAGRAM INTERIOR DETAILS 4, THE DF FRONT n M FA RBI D IN i FMTB, ONE FOR EAOH COMPM1BEXi. 1YAT1 LEAD FRCMS R2AOY✓EDI E. THE DOOR HMGE 51 LL BE MON O ON THE LEFT B¢E e.:. TRANSFORMER DETAIL BE Xm aMEO WL .0 NTEIINATE:F�A1I .. cMMwLTa eATS PER RMUFgORBBB RECOMMFNDATON. BOLT .XIwL EXTEw A HIX. 4SP/13w2WV IS INIOHES PBOYE THE MNCPLTE PAD. ]. SEE NE. Bx FOR MONn REOBREBF ONREMENT9 0.iE M 9XINR3 IN T£ NE RX3r5 AIIO LEOK pWNBKONR B. SEE TMNSFORMEA BREMEN ECHIMIE FOR S AND OIMRNIY OF BREMENS. 1 LV�7�J�FV FILE FUYE JVWDYYmWPSOBIBT.IV4W3 DE TB M6AB.E n D}10.! o°BB`°0 4 �Oee °n,°n`° °�° TOY "l R ESM� S]DO ''J.I , a �� 'B `— �w mwrswµe� ogFem 140 I�ECorr r Program 1.1 ° °• '�zc6sn.dN'° N �srA��cOxs3nurnon.wc 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plot 17 DYE liA3:E0 AN BM:N AM 'm°" .,.,8 FEDAID PROJ.NO. ITD 17 w06 DATE anlMOm 10 AS PLOMD BY m. DESMINED BY R. JANN9 JOE - 392 awe ERMINED BY LCNAN CHECKED BY M. MADDEN BUILT ]repo C -7295 W Paa.ExOa Lxooasox IBC a+aree ^+ TRANSFORMER CABINET DETAILS NEDIDNAL ADY. D. DYE PEVWOx DALE Br J_ m y Q PATCH PANEL 1 0 o PATCH PANEL 2 Oo• OQ�00 CO�O,QQ•� X000 �O oo��lo oo�o�o, oodo _c 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY COOO o PATCH PANEL 2 o PATCH PANEL 3 0 PATCH PANEL 4 __A__A,—A PATCH PANEL 6 PATCH PANEL 6 Coo=600 M s aural [000�oo 100006 OO.Oo• ous O�Oq�O 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY o a o 000, I lmml amplal o PATCH PANEL 3 0 PATCH PANEL 4 __A__A,—A PATCH PANEL 6 PATCH PANEL 6 O...... 0] OOoam OOOp�O - 0�0o•. �O a 00Q�0. 000�00, [070000 °0000 °0000 7 LwwI-iw�w•w �OOQ�O COO w_oqo 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY [00700 o, III =91Pmo_N O...... 0] OOoam OOOp�O - 0�0o•. �O a 00Q�0. 000�00, Id MAINLINE TO NORTH 1.48 H6 MAINLINE ro soUTN 1 •48 H06 MAINLINE TO EAST 1 -48 SR 518 MAINLINE TO WEST t -48 1 -5 DISTRIBUTION TO SOUTH 1 -36 SR 518 DISTRIBUTION TO WEST 37 -72 IS DISTRIBUTION TO NORTH 1 - 36 ES -61 OD 37 -42 NOT USED 43 - 48 OQolOQO 00���9 COO.OoQ PATCH PANEL 7 "05 DISTRIBUTION �OQOQQ [OZp7J00� 0.0o•�op O TO EAST 1-48 MOM MOM NOTES: ee= eInRT nN v ron esune oerRu PATCH PANEL 1 o PATCH PANEL 2 0 OOOOOaO-] COCOO- •CoQO •��o�� IlLwluluwumumwj �OOQ�O (� ,o •�O 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY OOQ i �O Q(J O .CoaO] Id MAINLINE TO NORTH 1.48 H6 MAINLINE ro soUTN 1 •48 H06 MAINLINE TO EAST 1 -48 SR 518 MAINLINE TO WEST t -48 1 -5 DISTRIBUTION TO SOUTH 1 -36 SR 518 DISTRIBUTION TO WEST 37 -72 IS DISTRIBUTION TO NORTH 1 - 36 ES -61 OD 37 -42 NOT USED 43 - 48 OQolOQO 00���9 COO.OoQ PATCH PANEL 7 "05 DISTRIBUTION �OQOQQ [OZp7J00� 0.0o•�op O TO EAST 1-48 MOM MOM NOTES: ee= eInRT nN v ron esune oerRu PATCH PANEL 1 o PATCH PANEL 2 0 oo�o �o o� _o•_o� �o�oao -�� O -] [�OOQOP`Oo] OOOnOC7 I Qq.( i�Q1) OQQQo U �N • PATCH PANEL 4 o PATCH PANEL 6 0 PATCH PANEL 6 o [�0000 00000c •��o�� QO �QO� �OOQ�O (� ,o •�O 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY o�000a �oa�o• oo�o �o o� _o•_o� �o�oao -�� O -] [�OOQOP`Oo] OOOnOC7 I Qq.( i�Q1) OQQQo U �N • PATCH PANEL 4 o PATCH PANEL 6 0 PATCH PANEL 6 o 1406 MAINLINE TO NORTH 1 -48 1 -405 MAINLINE TO SOUTH 1 - 48 1 -406 DISTRIBUTION TO NORTH 1 -48 1405 DISTRIBUTION TO SOUTH 1 -48 SR 167 MAINLINE TO SOUTH 1 - 48 SR 167 DISTRIBUTION TO SOUTH 1 - 36 ES -626D 37 -42 NOT USED 43 •48 FIBER OPTIC PATCH PANEL LAYOUT FIBER OPTIC PATCH PANEL LAYOUT TUKWILA HUB RENTON FTC T- 26904D �•�O�Q O ®�S��O �Oa00 00�� .O 000170.(�O, t7��O.aO•.O 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY �O��O^OoO. �O�Oo•.�� 1406 MAINLINE TO NORTH 1 -48 1 -405 MAINLINE TO SOUTH 1 - 48 1 -406 DISTRIBUTION TO NORTH 1 -48 1405 DISTRIBUTION TO SOUTH 1 -48 SR 167 MAINLINE TO SOUTH 1 - 48 SR 167 DISTRIBUTION TO SOUTH 1 - 36 ES -626D 37 -42 NOT USED 43 •48 FIBER OPTIC PATCH PANEL LAYOUT FIBER OPTIC PATCH PANEL LAYOUT TUKWILA HUB RENTON FTC T- 26904D �OOO,QO OOOO�Oo OO oO.0o.0 00�� .O 000170.(�O, t7��O.aO•.O 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY 00000`Oo• O 000��0 1406 MAINLINE TO NORTH 1 -48 1 -405 MAINLINE TO SOUTH 1 - 48 1 -406 DISTRIBUTION TO NORTH 1 -48 1405 DISTRIBUTION TO SOUTH 1 -48 SR 167 MAINLINE TO SOUTH 1 - 48 SR 167 DISTRIBUTION TO SOUTH 1 - 36 ES -626D 37 -42 NOT USED 43 •48 FIBER OPTIC PATCH PANEL LAYOUT FIBER OPTIC PATCH PANEL LAYOUT TUKWILA HUB RENTON FTC T- 26904D CO o • o � • O �•� 10 �t i0 ��Q O l�QQQ OO -�A�O • �O •�.00•, 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY [0 o� O 1406 MAINLINE TO NORTH 1 -48 1 -405 MAINLINE TO SOUTH 1 - 48 1 -406 DISTRIBUTION TO NORTH 1 -48 1405 DISTRIBUTION TO SOUTH 1 -48 SR 167 MAINLINE TO SOUTH 1 - 48 SR 167 DISTRIBUTION TO SOUTH 1 - 36 ES -626D 37 -42 NOT USED 43 •48 FIBER OPTIC PATCH PANEL LAYOUT FIBER OPTIC PATCH PANEL LAYOUT TUKWILA HUB RENTON FTC T- 26904D O �oO.o X00, (O 0 000 6)O] [1)Om'9o.'•O:O] C� 0700.0°•.0°• [�0�� � o ��QO 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY [0 o� O 1406 MAINLINE TO NORTH 1 -48 1 -405 MAINLINE TO SOUTH 1 - 48 1 -406 DISTRIBUTION TO NORTH 1 -48 1405 DISTRIBUTION TO SOUTH 1 -48 SR 167 MAINLINE TO SOUTH 1 - 48 SR 167 DISTRIBUTION TO SOUTH 1 - 36 ES -626D 37 -42 NOT USED 43 •48 FIBER OPTIC PATCH PANEL LAYOUT FIBER OPTIC PATCH PANEL LAYOUT TUKWILA HUB RENTON FTC T- 26904D FILE NAME C1MIarL1Pm JYRMGS4mRO1XMBTJVEW 161M.AB, n RN l ,O �I,n n 65 M. SI o + s a ••a oey �o- 4 •gyp •�� �wPo- �����, 405 Corridor Program M BE �.°uiaau+ue IinNGER BERGFR ����y ; .- SrA.CORS.ULTEONINC 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plof 18 ONE &ISM PY Gov �.h FED Ain PROJ.NO. ITD 18 bC06 DATE f0 A5 dlo PLOTTED BY alR MONED BY R. JAHNB $46 392 �° _ BY LCHAN CHECKED BY M. MADDEN AB MILT 1Bry0 �R�% +n�. C -7295 u'um� rn PRa. ENGR. LHODDSaI IPD M+4'M RM FIBER PATCH PANEL DETAILS REGIDNAL ADM. D. DYE REVIMON DATE NY O1 170 CONTROLLER O2 DPDT 12V DC iODTnA RELAY 10A CONTACTS CONIINUWS PIANO HINGE MADE J GF tq B1EEL O3 DPDT 10A CENTER OFF TOGGLE SWITCH 3 O ITP BGTM DOOftS) BOTH ® FLASHER UNIT RELAY 2 O NODE A AUTO O5 LED. BEACON LAMPS DIODE ox H AR SIGN WIRING D OB LOGIC GROUND BUS c NC Q FLUORESCENT LAMP WITH AUTOMATIC O GFI OUTLET DUPLEX RECEPTACLE DOOR S TCH OS BA DUPLEX RECEPTACLE LOUC GROUND O9 IV DC WALL TRANSFORMER I TERMINAL BLOCKS 10 100 WATT STRIP HEATER O O FLASHER 11 Ob LED BEACONS B EQUIP. B 11 THERMOSTAT, 50 °F CLOSURE OC1 12 15 AMP BEACON BREAKER I 13 15 AMP RECEPTACLE BREAKER tX m 1 yB B roe L 14 15 AMP HEATER BREAKER L.—OIlER 15 20 AMP MAIN BREAKER A 18 POWER TERMINAL BLOCK (WITH 3 MOV) 3 PUNT LATCH MECHANISM W/SPRING LATCHES 8 LOCK KEYED FOR FEET CK TYPE 1l NEUTRAL BUS, COPPER LOCK S KEY (TYP. BOTH MORE) 18 COPPER GROUND BUS (SUPPLIED LATER BY BTATE) DOOR swRCH Ps O 19 COOLING FAN ocKIR LAmAsl:O 21 1¢x W CLOSED CELL 20 THERMOSTAT, TO °F CLOSURE 2 T2 NEOPRENE GANNET (TYP. BOTN COORS( 21 FRONT DOOR SNATCH 10A N.C. O ( ) O REAR DOOR SWITCH (10A), N.C. 29 CABINET LAMPS OR ® SURGE SUPPRESSOR AND FILTER LI OT b' Imo— yp- ___1 FqN � 1D FAN FqN FLUORESCENT IAIAP FWOREBCENT (AMP DUPLE% OHEATER 18 a'(� FAN FIBER OPTIC PATCH PANEL FlBFIt OPTC PATCH PANEL C/V II MODEL 170 CONTROLLER FLASHER 11 POWER SUPPLY MODEL 1]0 CONTROLLER OB THERMO.ttAT ZI O THE PULL -0UT DR2V.ER DUPIFX 'I'UMINUM WALUMINUM PLATE g AUTO PLATE II g In OFF NRX. FIBER OPTIC MODEM AGED TRANSMITTER 3 PORTION 9'MICH (BEACON) SEE CAMERA DETAILS b 1] w mT1 I8L81 ® ®® FGWER gBTHIBUTION AFBFMBLY TERMINAL BLOCKS w • N HEATER /lI t3 BEACON 18 16 AMP to f 5 RECP!' 1 CONTROL 8 1 15 810N NGHT , 1 WN A O GO W STRIP HEATER ATEfl IMTH GUARD XFATER .p AMP 18 /� to iBS � 26 —CONCRETE BASE SEE ON "` AC. N 0 FRONT I oEruCS LS TO Im za SIDE BACK SECTION B-B SECTION AA SECTION cc CABINET WIRING DIAGRAM CABINET DETAIL FOR HAR SIGN /CAMERA CABINET COMBO T 26904E I FILE NAPE G:IWmKW IBTJVO808YmaD286P8TJVMM DE TS A80.ABA TIME 8:M:86 AY '�' ^ °re FEDAID PROJ.NO. IL' µ 'sr'. w.0 W I -AU6 PIOI 19 ogre DATE 10 AB �M �Jq'Sp �� Corridor Program 1 TO SR169 ITDme 9 kAh, PLOTTED BY Ws -6 DESIGNED BY R. allNS �� ORSAS ...mow = STAGE 1 -WIDENING ENTERED BY L CHIN °°^"° °� ° �°°`^" b °, Tea S ry +eayet e N �i+°r IL405EncE I ' Po `. M _ CHECKED BY M. MADDEN AS BUILT TN18 PRIM. ENGR. HODGSON L. Gc �� fl+ C- 7285 .. Tr IsTTH. mnsrRBCrton,wc COMBINED HARICC CABINET DETAILS 9 _22 REGIONAL ADM. D. DYE REVIYDN DATE BY r J_ 87FW W ,,1^^ v/ Q IXISTNO TUK4NIA HUB TPANSFORMER POKER FROM BUAy1B BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY PRIMARY A A 480 60 A DPST 25 65.1 EX. MAIN BREAKER SECONDARY SECONDARY B 1 240 100 A DPST 24.0 100.0 40SM1000OII ITUK HUB) 2 120 20 A SPST 2.2 10.4 905vc00052 3 120 20 A SPST 18.1 405es00141 3 4 120 20 A SPST 32.5 405vm00139 4 5 120 20 A SPST SPST 5 6 120 20 A SPST SPST 6 TRANSFORMER RATED LOAD 25 KVA TRANSFORMER ACTUAL LOAD 24.0 KVA 20 A SPST 1.8 15 CFCt TRANSFORMER RATED LOAD 5 KVA TRANSFORMER ACTUAL LOAD 4.0 KVA TRANSFORMER ACTUAL LOAD 6.2 KVA LEGEND- ABBREVIATION WsT DOUBLE PGLE SINGLE THRM SPST WHOLE POLE SINGLE THROW MY VARIABLE MESSAGE SIGN CONTROLLER CABINET w CAMERA CONTROLLER CABINET m DATA STATOWRAMP METER CABINET R FIBER OPTIC TERMINAL CABINET M COMMUNICATIONS HUB vMIB SHARED HAA & CAMERA CONTROLLER CABINET GFCI GROUND FAULT CIRCUIT INTERRUPTER T -26904 F FILE NAPE C:LWaNM IBTN0002MmWY36MBTJV8pp2 ]8406 -AGA <x �nw° 65 c rya W � tli"'0°' Corridor Proms ram 9 1 -405 1 -5 TO SR169 PICA 20 TIME 8:88:6] AM "°°°" ^•^ FEDAID PRCRI.NO. ITD 2D PAre enarmT6 0 1D As RRL �. AOr ~'.n.`O R RYN.L !TR n au. +'� � Nll � 14058 &GS& �•� IDI pp e•Y1e -� `'�` -� • T °IDsT'wrN mnsTRUCrION, we STAGE 1 -WIDENING IAO5 MIGNE DESIGNED MY R..uxxs a ex� u] 3.,H,2 ENTERED BY L CHJ N CIII:CID:U BY M. MADDEN A8 WILT TN10 Lam•nu C-7295 u'+.aw PRQI. ENOR LNODGBON FO eneNe RA TRANSFORMER BREAKER SCHEDULE REGIONAL ADM. D. DYE REVISION MlE BY IXISTNO TUK4NIA HUB TPANSFORMER POKER FROM BUAy1B BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY PRIMARY A A 480 60 A DPST 25 65.1 EX. MAIN BREAKER SECONDARY SECONDARY B 1 240 100 A DPST 24.0 100.0 40SM1000OII ITUK HUB) 2 120 20 A SPST 2.2 10.4 905vc00052 3 120 20 A SPST 18.1 405es00141 3 4 120 20 A SPST 32.5 405vm00139 4 5 120 20 A SPST SPST 5 6 120 20 A SPST SPST 6 TRANSFORMER RATED LOAD 25 KVA TRANSFORMER ACTUAL LOAD 24.0 KVA 405xf00052 IT -6191 POWER FROM SUA -696 CKP 0 BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY PRIMARY A A 480 20 A DPST 5 13.0 MAIN BREAKER SECONDARY SECONDARY B B 240 30 A DPST 5 20.0 SECONDARY MAIN I 120 20 A SPST 2.2 10.4 905vc00052 2 120 20 A SPST 18.1 405es00141 3 3 120 20 A SPST 32.5 405vm00139 4 9 120 20 A SPST SPST 5 5 120 20 A SPST SPST 6 6 120 20 A SPST 1.8 15 CFCt TRANSFORMER RATED LOAD 5 KVA TRANSFORMER ACTUAL LOAD 4.0 KVA 905zf00D5 IT -6191 POWER FROM SUA -1235 CKP G BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY PRIMARY PRIMARY A 480 90 A DPST IS 39.1 MAIN BREAKER SECONDARY SECONDARY SECONDARY B 240 l0 A DPST 15 62.5 SECONDARY MAIN 1 120 20 A SPST 2.2 18.4 405vc00129 2 120 20 A SPST 2.2 18.1 405es00141 3 240 40 A DPST ].S 32.5 405vm00139 4 120 20 A SPST SPST SPST 5 320 20 A SPST SPST SPST 6 120 20 A SPST 1.8 15 CFCI TRANSFORMER RATED LOAD 15 KVA TRANSFORMER ACTUAL LOAD 14.0 KVA 405zf00166 IT -6201 POWER FROM SUA -520] CK Tx E BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY PRIMARY A 480 40 A DPST 15 39.3 MAIN BREAKER SECONDARY SECONDARY B 240 TO A DPST IS 62.5 SECONDARY MAIN 1 120 30 A SPST 2.5 21.0 905vc00163 & 405M1S00163 2 120 20 A SPST 2.2 10.1 405es001i1 3 290 40 A DPST i.s 32.5 405vrtO0163 q 120 20 A SPST SPST 5 120 20 A SPST SPST 6 320 20 4 SPST LS IS GFCI TRANSFDRMER RATED LOAD IS KVA iftANSFGRMER ACTUAL LOAD 19.3 KVA 405xf00222 (T -625) POWER FROM SUA -882 CKT� E BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY A A 400 20 A DPST T.5 19.5 MAIN BREAKER SECONDARY l B 290 40 A DPST ].5 31.3 SECONDARY MAIN l 120 20 A SPST 2.2 Ie.q 405vc00229 2 120 20 A SPST 2.2 19.1 405es0021T 3 120 20 A SPST 5 4 120 20 A SPST 6 5 120 20 A SPST TRANSFORMER RATED LOAD 25 KVA 6 120 20 A SPST 1.8 l5 CFCI TRANSFORNEP RATED LOAD ].5 KVA TRANSFORMER ACTUAL LOAD 6.2 KVA EXISTING RENTON HUB TRANSFORMER POKER FROM SUA -4269 CKP B BREAKER N0. CIRCUIT VOLTAGE BREAKER RATING BREAKER TYPE KVA LOAD AMP LOAD CIRCUIT NAME PRIMARY A 480 60 A DPST 25 65.1 EX. MAIN BREAKER SECONDARY l 120 20 A SPST 2.l 1i.9 405ff00240 2 I20 20 A SPST 3 I20 20 A SPST 4 120 20 A SPST 5 120 20 A SPST 6 120 20 A SPST TRANSFORMER RATED LOAD 25 KVA TRANSFORMER ACTUAL LOAD 2.1 KVA J_ 'm V/ Q eES NIKE NOIEB PON COXdXRN cus6 wro BOxORETF NBE (M3 PLAN BI w r a' IT I - ._ I._.. _.. .._.. _.. .._.. .._.. .. - -I--' CABINET G I FROM Ly n'cxwRENS OwJ r W DRUM NBE RYP.I W PM qT Cd.6PACIXO SECTION A-A i `NICKER Pen IGENERN- POYIOATICN 1 M RM AT EO B. 2L' CIASS 3003 CONCREI Y.' DRAIN TUBE (IYI W BUR AT ED SPACING CIFMP WE COPPER HARE M RE TO GROUND RC SEE SM PLAN " ] W B5R AT EO. SPAIN N.. PLAN DOUBLE WIDE FIBER TERMINAL CABINET FOUNDATION DETAIL NWTO BCNE NOTES I. ALL BEINFORdNO SIFFL. INYE A NIX.OF S CLEAR f N, 2 PLL CONESRS SIWL BE COECERED 70SGRO RPAR OF ME G&NEIN. & 1ME FWxMRON N- 1W INS EWE L SERE PADB'RFI IS IME .. IN ... XAYE A E...i R.G.S. TIE SSP.E OF TE .... AND A WFPLE TNT FRIENDS I IS, & Au CCXDNIe SXgLL RE HOI SPIED G NNNED OR ING I. ONE SWC..... BENANI AR.Uw tlBBEIG AND PAn & Wli P PROVIDE➢ By CABINET WHUNEIBRERBMT8 SM BE M BNSY PNFDOE ANGNENS. S CONCRETE SW4L BE GUNS Y4& IB. Nl PNCXOR BLlle G. RE . dpp. WLVANNEO. N %IEEE NHCX BCITi PER NW RECCMNERamIOX. BN.T SI EXTEND A MIN, I'R AWYE TXEI CONCRER PPn. WRE NOTES COMMODE) - �vvvav I / / ] W BAft AT EO SPACING VC Ea w ryII1yIIIQ COPPER p EBAR I NEW WIFE T I 1 I IEEE 1 NOTES TIME 66NY AN 1 I F CDN OR CGNOUIT(a) ' Amdl mre �` FEO.AID PROJ.NO. ITO051 l- --I CABINET T TO GROUND ROD J 1J, 9 P RIATTFD BY �x 11 W BAR AT EG. SPACING S. auNP 0YP1 i � BEE B i-y a N� FOR W UG CONN(BI I n'cxwRENS OwJ r W DRUM NBE RYP.I W PM qT Cd.6PACIXO SECTION A-A i `NICKER Pen IGENERN- POYIOATICN 1 M RM AT EO B. 2L' CIASS 3003 CONCREI Y.' DRAIN TUBE (IYI W BUR AT ED SPACING CIFMP WE COPPER HARE M RE TO GROUND RC SEE SM PLAN " ] W B5R AT EO. SPAIN N.. PLAN DOUBLE WIDE FIBER TERMINAL CABINET FOUNDATION DETAIL NWTO BCNE NOTES I. ALL BEINFORdNO SIFFL. INYE A NIX.OF S CLEAR f N, 2 PLL CONESRS SIWL BE COECERED 70SGRO RPAR OF ME G&NEIN. & 1ME FWxMRON N- 1W INS EWE L SERE PADB'RFI IS IME .. IN ... XAYE A E...i R.G.S. TIE SSP.E OF TE .... AND A WFPLE TNT FRIENDS I IS, & Au CCXDNIe SXgLL RE HOI SPIED G NNNED OR ING I. ONE SWC..... BENANI AR.Uw tlBBEIG AND PAn & Wli P PROVIDE➢ By CABINET WHUNEIBRERBMT8 SM BE M BNSY PNFDOE ANGNENS. S CONCRETE SW4L BE GUNS Y4& IB. Nl PNCXOR BLlle G. RE . dpp. WLVANNEO. N %IEEE NHCX BCITi PER NW RECCMNERamIOX. BN.T SI EXTEND A MIN, I'R AWYE TXEI CONCRER PPn. WRE NOTES COMMODE) - �vvvav I / / ] W BAft AT EO SPACING CI RP p8 I w ryII1yIIIQ COPPER p EBAR I NEW WIFE T I 1 I IEEE 1 NOTES TIME 66NY AN 1 I F CDN OR CGNOUIT(a) ' Amdl mre �` FEO.AID PROJ.NO. ITO051 l- --I CABINET T TO GROUND ROD REAR 1 SEE BID, PI-AN }W RIATTFD BY �x 11 W BAR AT EG. SPACING I ' BEE B a N� FOR W UG CONN(BI I CRECNED W M. MADDEN CABINET FOUNDATION DETAIL AT STA. E405 1181-00 -PLAN VIEW ��� NER TO BfwIF ITN: n'cxwRENS OwJ r W DRUM NBE RYP.I W PM qT Cd.6PACIXO SECTION A-A i `NICKER Pen IGENERN- POYIOATICN 1 M RM AT EO B. 2L' CIASS 3003 CONCREI Y.' DRAIN TUBE (IYI W BUR AT ED SPACING CIFMP WE COPPER HARE M RE TO GROUND RC SEE SM PLAN " ] W B5R AT EO. SPAIN N.. PLAN DOUBLE WIDE FIBER TERMINAL CABINET FOUNDATION DETAIL NWTO BCNE NOTES I. ALL BEINFORdNO SIFFL. INYE A NIX.OF S CLEAR f N, 2 PLL CONESRS SIWL BE COECERED 70SGRO RPAR OF ME G&NEIN. & 1ME FWxMRON N- 1W INS EWE L SERE PADB'RFI IS IME .. IN ... XAYE A E...i R.G.S. TIE SSP.E OF TE .... AND A WFPLE TNT FRIENDS I IS, & Au CCXDNIe SXgLL RE HOI SPIED G NNNED OR ING I. ONE SWC..... BENANI AR.Uw tlBBEIG AND PAn & Wli P PROVIDE➢ By CABINET WHUNEIBRERBMT8 SM BE M BNSY PNFDOE ANGNENS. S CONCRETE SW4L BE GUNS Y4& IB. Nl PNCXOR BLlle G. RE . dpp. WLVANNEO. N %IEEE NHCX BCITi PER NW RECCMNERamIOX. BN.T SI EXTEND A MIN, I'R AWYE TXEI CONCRER PPn. WRE NOTES COMMODE) - �vvvav FLE NAME G:1 JVOW21tlImOf2bIBTNO0D3 DE T8 W6AB n T re w ryII1yIIIQ �o axwww. Corridor Program 9 DRSA 4Um ERCE .....: a wo I rvwB • nu- srnTRC NSMUCrIGN. INC B� "•^°^ I -405 1 -5 TO SR169 STAGE 1 - WIDENING Plot 21 TIME 66NY AN Amdl mre �` FEO.AID PROJ.NO. ITO051 MTE NTNMTU DATE 1D As RIATTFD BY �x DESIGNED BY R. IANNS a N� ]d8 3922 ENTERED BY L. CHAIN CRECNED W M. MADDEN WILT Tp10 C -7295 ��� PRDI.EWR LHODGSON ITN: enwe RA ITS CABINET FOUNDATION DETAILS RESIDUAL ADM. D. DYE PENMBN MTE BY J_ m ,I V! Q SIDE SECTION C-C 0 DUPLEX OO O O NOT USED. ME fco -� C O oLmLEX ,u NOT USED. O° Ofi O HEATER ,S 0 O4 O5 © O NOT USED. NOT USED. NOT USED. REAR CABINET LAMP GFI OUTLET DUPLEX RECEPTACLE 15 18 1] 18 20 AMP MAIN BREAKER POWER TERMINAL BLOCK NEUTRAL BUS, COPPER GROUND BUS, COPPER N THERMOSTAT O 2 9 O i6 SPARE EIA DUPLEX RECEPTACLE 19 15 AMP ,6 NIP is AMP ENV. 16 AMP ®0 I r��O�AT 1 N ��(2 30 AMP SIDE SECTION C-C 0 0 O NOT USED. ME fco -� C NOT USED. 0 O4 O5 © O NOT USED. NOT USED. NOT USED. REAR CABINET LAMP GFI OUTLET DUPLEX RECEPTACLE 15 18 1] 18 20 AMP MAIN BREAKER POWER TERMINAL BLOCK NEUTRAL BUS, COPPER GROUND BUS, COPPER EIA DUPLEX RECEPTACLE 19 COOLING FAN 15 AMP BREAID:R FOR GFI OUTLET ®0 THERMOSTAT, ]0 °F CLOSURE r��O�AT 100 WATT STRIP HEATER 21 FRONT DOOR SWATCH (10 A), N.C. 11 THERMOSTAT, 5D °F CLOSURE © REAR DOOR SWITCH (10 A), N.C. i© 15 AMP SPARE BREAKER 23 FRONT CABINET LAMP 13 15 AMP RECEPTACLE BREAKER ® NOT USED, N 1) 14 15 AMP ENVIRONMENTAL BREAKER © SURGE SUPPRESSOR AND FILTER. GB 1& FIBER OPTIC TERMINAL CABINET WIRING DIAGRAM 4&r FAN ENT W.IP FLUORESCENT 1AMP p! rrrr����rrr, �y^y rrrr����rrrr C -7296 PULLOUT DRNYER - POKER DISTRIBUTION ASSEMBLY 10) W STRIP HEATER 4NTH GUARD [—sots CONCRETE BASE SEE FOUNMTON -- DETAILS i1�E SECTION A-A FIBER OPTIC TERMINAL CABINET DETAILS B CONTINUOUS PUNO HINGE MADE OF 14 GA. STAINLESS STEEL RYP. ALL DOORS) E UGHESCFM WAP Will AUTOMATIC OOgt SWITCH 0 ' /? %%'CLOSED CELL NEOPRENE GASKET (TYP M-L =1131 S POINT LATCH MECHANISM W/SPRING LATCHES & LOCK KEYED FOR BEST C% TYPE L)CI( & KEY (TVP. BOTH MORS) (SUPPLIED LATER BY STATE) T- 269051 1 -405 Plot 22 1 -6 TO SR169 LTD 22 NO6 STAGE 1 - WIDENING 249 FIBER TERMINAL CABINET DETAILS 2,3922 ME -� C E UGHESCFM WAP Will AUTOMATIC OOgt SWITCH 0 ' /? %%'CLOSED CELL NEOPRENE GASKET (TYP M-L =1131 S POINT LATCH MECHANISM W/SPRING LATCHES & LOCK KEYED FOR BEST C% TYPE L)CI( & KEY (TVP. BOTH MORS) (SUPPLIED LATER BY STATE) T- 269051 1 -405 Plot 22 1 -6 TO SR169 LTD 22 NO6 STAGE 1 - WIDENING 249 FIBER TERMINAL CABINET DETAILS 2,3922 J_ m N Q HAIR SIGN INSTALLATION DETAILS (ON SIGN STRUCTUREI —SEE BEACON DETAIL CADET VISOR THIS SHEET — 1' CONDUIT T- 269052 r SEE SIGN DETAL C:IW°MPm 1' CONDUIT THIS SHEET 1" CONDUIT ATTACHED TO SIGN MOUNTING BEAM Plot 23 THE SIGN MOUNTING BEAM BEACON DETAIL WFLASHING BEACON 'TRAMC A M S(ofly 7MM[E 530 AN MMHER FLASHM BLACK ON YELLOW 12D LETTERS SEE SIGNING DETAIL SHEETS FOR ADDMONAL INFORMATION. SIGN DETAIL T- 269052 MU NAME C:IW°MPm JVOOBZWmnO2MMBTJVBM2 DE TB n 25.5 Plot 23 THE BIBNM AM ^•°'°" •' "'• FEDAID PROJ.NO. 5 a »�O5 °TM^eA' 1-405 DATE BNBrJO1B % 4055 Corridor Program 1 TO SR169 IT°D5 3 PLOTTED BY MR. f0 WAS -5 DESIGNED tn' R. JAXNS a xx— .. =QRDSi,.&S STAGE 1 - WIDENING ENTERED BY CHECKED LCHAN 'ye�o : F A ••.•``� ILrwcm BFncxn • 250 BY M. MADDEN A8 BUILT TMNO LIB coxa c. •a I. � PTt0.1. END0. L XODGSON IFC BHBNB RI C -7296 g 11 0 -- -_ � • misrAre corvsr0ucDOx, we �,�, HAR SIGN DETAILS B9T .,g„ REBKNML ADM D. DYE NE11181pN MSS �. F_ J_ M� W a CONSTRUCTION NOTES TOP S" RGS = M.24 2 O EXTEND EXISTING CONDUIT TO NEW PULL BOX. TOP 3' RGS z O2 ABANDON EXISTING CONDUIT. TOP 3' RGS =40.23 2 O MAINTAIN AND PROTECT EXISTING CONDUIT. 0 1 2 TOP 3` RGS =44.31 ® INSTALL NEW 2" CONDUIT. 2 SCALE IN FEET O INSTALL NEW 4" CONDUIT NTH INNERDUCT. TOP T RGS = "Al 2 8 4" PAINT STRIPE. TOP 1`R RGS = 42.]8 1 O7 TOE OF BARRIER. TOP IMP RGS = 42.78 1 O8 TOE OF EXISTING BARRIER VAULT LID =45.84 _____________________ _______________________________ __ ___ ___ __ __ VAULT STA ET.6.58.84 1110e72.W OFFSET: 8.59 L TOP 3' RGS = 4314 STA 1110.87.4] OFFSET: 4A2 L STOP 3' RGS = '43. 47 v STA 1110+87.48 OFFSET: 3.87 L VAULT UD =45.54 / STA1110+88.83 Q\ OFFSET. 3.58 L 1110 +60 1110 +70 ITS PULL BOX DETAIL AT STA. E405 1110 +70 - PLAN VIEW 1110 +g0 T- 269053 FILE PE C:1WNN RN . mr ri:' nGa = STA: ` W, °y -pJ+' -`So 'TxreH ,• °' 77: c �®Pe�� idor Program 4TATE MNVERUCTION, we ' .W. L OFFSEET: T. 4 4.00 L TIME a:M:M AM TOP 3" RGS = 4: FEDAID PRObNO. ITD 24 STA: 111M7270 OFFSET:4.00 L llEO Br IvN .ED BY M JAHNS m�rM 3922 ENTERED BY LCHAN TOP 3' RGS - M CHECNFD BY M. MADDEN AB BMLT ]MN0 �^^� C -7285 �^••� EMU. EMIL LHODDSON STA1110i72.41 - R4 - OFFSET: 3.84 L ,4 -4 BY TOP 3' RGS = M STA 111W12.41 5 OFFSET: 3.89 L VAULT LID = 45.1 STA: 111M72.85 OFFSET: 3.53 L 1110 +70 ITS PULL BOX DETAIL AT STA. E405 1110 +70 - PLAN VIEW 1110 +g0 T- 269053 FILE PE C:1WNN RN . S , „^ oe 1ax ^ ` W, °y -pJ+' -`So 'TxreH ,• °' 77: c �®Pe�� idor Program 4TATE MNVERUCTION, we I -4G5 I -5 TO SR169 STAGE 1 - WIDENING Plot 24 TIME a:M:M AM FEDAID PRObNO. ITD 24 MlE 10 AS llEO Br IvN .ED BY M JAHNS m�rM 3922 ENTERED BY LCHAN CHECNFD BY M. MADDEN AB BMLT ]MN0 �^^� C -7285 �^••� EMU. EMIL LHODDSON m M1%*^ R4 ITS VAULT REPLACEMENT DETAIL REGIONAL ADM. D. DYE NEMISM DATE BY H J_ m 1 N a 1167 +50 CONSTRUCTION NOTES O EXTEND EXISTING CONDUIT TO NEW CABLE VAULT, O ABANDON EXISTING CONDUIT. OS MAINTAIN AND PROTECT EXISTING CONDUIT. (4 INSTALL NEW 2' CONDUIT. OS INSTALL NEW 4' CONDUIT WTN INNERDUCT. © 4' PAINT STRIPE CENTERED ON STATION LINE, OT TOE OF BARRIER. © TOE OF EXISTING BARRIER. 1167 +60 TOP 2"NGS = 25.23 STA, 11675 •60.95 OFFSET: SA3 R VAULT LID = 27.75 TOP 11R RGS = 25.44 STA 1167189.58 OFFSET: 6.95 R TOP T RGS = 25.88 STA 1167160.4E OFFSET: 6.08 R TOP T RGS = 25.85 STA :116]x60.43 OFFSET: 8.84 R TOP 1 %- RGS = 25.83 STA 1167180.41 OFFSET:7.36 R VAULT LID = 27.66 .,TOP 2" RGS = 2A.82/ STA: 1167161.59 OFFSET: 1.62 R _________________f___________ TOP 2- RGS = 24.83^ TOP 9' RGS STA 116]161.80 U STA: 118]182.3] OFFSET: 7.62 R OFFSET: 7.61 R D 1 2 SCALE IN FEET - 11 1S = STA: 1167165.41 OFFSET: 6.10 R TOP 8 RGS = STA: 11671%.80 OFFSET: 6.68 R VAULT UD = 1167 +70 _I ________________ _______________________________ ____ __________________________ 1____________________________________________ _________________.___._________ ------------------------------------ ITS CABLE VAULT DETAIL AT STA. 1405 1167 +63 -PLAN VIEW T- 269054 FILE NAME C:IWONN VITJVOMYItlmgrO6NBTJV00DE TS 4OBAatl n v 2 tS + s S 4q'Sry10 = ,•�'�oxe�TM ,. O �' �. M.S. ,e + p ,, �� _ � �PFO ram 4Q�j Corridor 9 BILnnOxn BeC a.�va L Q40fJB� x Ipi 'ewe...w ' 'amrlss *n�TS COn........ - -c I -4D5 I -5 TO SR169 STAGE 1 - WIDENING Plot 26 TIME 8:60:01 AY '® nxrz FEDAID PROJ.NO. ITD2 A DATE 67x2010 10 AS PL011EO By lotlx DESIGNED BY R. JANxS a•� 252 1.1 °'P °'° ENTERED BY LCNAN CHECKED BY M. MADDEN As "LT ]AW6 M Smx�n xo C -7296 miv �n ma.ExDa LNODGSOx Fc x1NM WW ITS VAULT REPLACEMENT DETAIL REGIONAL ADM. O. DYE REVtMOn DATE BY J_^^ V/ Q Imo— 34' INSTALLED --�I BRIDGE APPROACH SLAB RU NASE C:1WOTMgp JVW03NmE01tB81BTN00N2 BRIDGE APPROACH SLAB END DIAPHRAGM END DIAPHRAGM 63Y MPX.O.D NS ! �a. » *•, •. s ° °` e bATebs41'� rz M. SI,✓D °` ••a, y %' II EPA IR _ �o'"..r'. .�•m�+1. 4055 Corridor Program m ILfIXLE0.BE0.4ER a •NI GNR°e�•rz"x� iRl- STA'IECONSI'RUCITON.INC "^fP�'• 1-405 1 -5 TO SR169 STAGE 1 - WIDENING ITS DETAILS Plot ]6 TIME S:SBMN RM — xTAn „D FEDAID PROJ.NO. ITDG 26 4 5 �� 1N&M10 FElMLE END PATH HEW U.N. S JOINT INNER DUCT FI %ED AT LEAD-IN COUPLING BODY THIS LOCATION N1TH PB /CV TD WAS PLGTTEG BY Tma PB /CV AND SPIN COUPLING INTERNAL SLIDING JOIM AS SULT TIBfIO IB +m X1mI NOTES: I. INSTAL O AxOKN ERTIXO AT OPRO BODGE pP.W01011 I Wx ]. 1NOTN1 ExVeN &CN FIT. AT THE &41WF DID AS ASGXOI 3. ROD CONDUIT O L BE EXIQOED TO RNL W.0 SPIN CIXIPLING DEFLECTION FITTING PRODUCT LABEL NiOTECTIYE CAP PROTECTIVE W DEFLECTION FITTING NOTES: I.OFAECixW Jdxr &WL DEiI£Li Y. MOi 1x e1L AYJA x DEFLECTDN I.N, .. ITV TO GROUND ROD S PGRS CONDUIT DEFLECTION FITTING (AS NEEDED) CORE DRILL THROUGH BRIDGE WINGWALLS NS NEEDED) FACTORY BEND (AS NEEDED) ROADWAY PULL BOXJ I L- ' GRS CONDUIT GROUND ROD EXISTING GROUND y I-- f GRS CONDUIT ATTACHED UNDEASH EXPANSION FITTING (AS NEEDED) CONDUIT SUPPORT (TP.) SEE DETAIL ON I=. PLAN VIEW BARRIER TYP.I P GRS CONDUIT OF BRIDGE DECK, I BRIDGE BARRIER (TW.)- FACTORY BEND (AS PGRS CONDOR LGROUND ROD OEFLECPON AND EXPANSION FITTINGS PER CONDUIT MANUFACTURER FOR P ORB W1TI INNERDUCT ITYPJ ELEVATION VIEW TYPICAL CONDUIT PLACEMENT ON BRIDGE ENDS DETAIL ON TIOTO STRUCTURE MOUNTED CONDUIT (TYP1 GROUND ROD z1 EXISTING GROUND T- 269055 RU NASE C:1WOTMgp JVW03NmE01tB81BTN00N2 BE TS 106AS X NS ! �a. » *•, •. s ° °` e bATebs41'� rz M. SI,✓D °` ••a, y %' II EPA IR _ �o'"..r'. .�•m�+1. 4055 Corridor Program m ILfIXLE0.BE0.4ER a •NI GNR°e�•rz"x� iRl- STA'IECONSI'RUCITON.INC "^fP�'• 1-405 1 -5 TO SR169 STAGE 1 - WIDENING ITS DETAILS Plot ]6 TIME S:SBMN RM — xTAn „D FEDAID PROJ.NO. ITDG 26 4 5 �� 1N&M10 TD WAS PLGTTEG BY Tma DESIGNED BY R. JAHNS AS SULT TIBfIO IB +m X1mI 253 l93 ' "`' ENTERED BY LGHAN LFT -� w CNECIUD BY M. MADDEN XDC y.pEW810X6 Dyyyp RI —1FwvT In C-T296 uul>Lwx 1n PRW.ENGR L. HODGSON REGIGIUL ROM. D.DYE MB JED AT BAN REUSIGN OMFAN MTE pJ (N F W rn Q HOT DIPPED GALVANNED STEEL SPACERS. INSTLLL AND SEE AS REQUIRED. W Ow 7m PATH LOCF AND NLT.(...., ATTACHMENT SOLT PENETRATION LENGTH �T ~ UNISTRUT TYPE CHANNEL SUPPORT DETAIL NOT TO SCALE DETAIL A W DA, W1 LENGTH BUT LOCK NMSKER DYP) Sl U FOR CONDUIT WASHER mP) BOLT USED LHED HOT DIPPED GALVANIZED STEEL SPACERS INSTALL AND SIZE AS REQUIRED GALVANIZED STEEL STRAP LENGTH BOLT ( WASHER RAT 'D NUT. (TYP.) RIGID G...... £O STEEL CONDUIT RIGID GALVANIZED STEEL CONDUIT NOMINAL TRADE SIZE CONDUIT DIAMETER N. OUTSIDE INSIDE 4 4500 1 4.050 NOTES CfTAW ME PROVIDED FOR ILW PLEFORIES LY. TE CIX11gROTtq MOY PROPoSE G ETNc PTTAGNENi NOGFlGTCHB &ISIELT TO .VPNOVK Nv THE ENNNEEA ORIWNG MROLWI REINFORCING STEEL IS NOT ALLOPEC, IF STEEL IS NT RAILE ILLINOTIE LGWTON SIW1 BE MOVED AND THE ABANDONED FOUR FILTEN KTN GROUT CONFgWING TO NlQU.E DMp REAR . PP A MNIMUM SEDGE DISTANCE TO TRE GENTERILRE OF ANCHOR HOLES IN CONCRETE. MOUNT TFC UNSTRUT TYPE SUPPORT USING AN AR10Y£O RESIN CO ANCHOR STEM, mn N ON AG CONwnaNSm SY . RESIN AI EG CXONS STALL BE E STAINLESS STEEL AND GRAGRANT BE A NIMUM OF UI IXI UNLESS THE PLANS REQUIRE URGER WRONG(EEERGNGN ANCHORS ARE NOT ALaASD1 T- 269056 FILE NAYS C:IWDHM IBTJVDW2Ymtp2rrxRT DE 1s 4DSALR.tl v a T °° si yes a Esµ 05 •c° 'k 2 � � _ wNN" "" °�"°°°'�'°' Corridor Pr 4U.ri Program ORS nsw, s xFINCm BEReeR °Y I m. -.M=1 ° • TRUSTTA 4TECONSTRUCTION,MC 1 -405 I -5 TO SR169 STAGE 1 - WIDENING Plot 2T Tiff a:p:tt AIN III MAT °' PEDALO PRW.NO. LTD 27 WE MTE WY301D tD As PLATTED BY IWK DESIDxxD RY R. JANNS a FKART INSHO -- Zfi0 382 EN}ERED RV LCNAN RFC SPRING N CHECxED BY M. MADDEN xxC ZS - REASONS C -7296 PRQI. ENDR LNOODSON YSYEO AT RISK p}xWS ly ITS DETAILS RERIOtUL ADY. D. DYE REVWON PATE BY J_ E�EIF� v/ Q Y9 RRIER MUS o[ W FO NIKE FOR wx a r ,Bp Wt CABINET FOUNDATION DETAIL m A +- - -� - -- SEE FARE FOR CCNWRf9 FROM M xqE NET T FO0. CCHWm(Bt VC cm CI1,9U FALL PROTECTION FENCE vc NET T ro C.-_ J -N CABINET REAR G -,+ - - - _\ o v I_.._.I_.._.._.._.._..J.._.._.. - - - - - - ..... .. _.._.._.._.., . ............... � I I - J FOR coMWrtl.l SEE YnrE 1 I sFE x,RE BOURN FOR CWWRIEj� l00 CDNCREfE�, 1 : RA xxILR bb XF tSo- YC - ,_..p.._.._.. .._ 1 -_.._.- _.._ 11 - _. I _.._.._.._. l PLACE CONCRETE PAC MOLD GIMP o,Pd INTEGRAL NPfH FOUNDATION 'R CHNAFER MR.) 1I VC p i O ' yx Q ' O CV JB CV JB 1! T ~ aLMP mPA I (4'X6') : Fu wxMRTS exN1 BE WMSTmED TovuxD RFAa OF TIE WNETS. _.._.. _. _ B. SIDPE iCVXWTOX' /:Fr.TO THE EWE wOwx (4'X6') T T 0 EAR 0 NAK fr SPACING wpUW OR Bt..Fn fHRE8,0. rc I U, r0 FIFE IrW.) rvaE (iw.l 1Y MN (Im C l FO xOnTON AND A NIPPLE x qNTE OS z uP. r0 OWUro R00 EE 10M BM Ea SPACING TO � a Au caxoulTa exAU BE NDr Dlvvm Buvuxgn DR P.x. � SECTION A -A ..._�. _. r. USE SIICWE aWEU eEVNrt MOUND GWNE76 NIO PPD. f .._.. _.._.. ._.._.._.._ ............. FROTLTOH PENCE FALLNNU,ESnCN FENCE B BOLTP By WIXET MWUFACryREIi BOL1S 51W1 aE %' --- -I —I —I LABINEf F RONt —I N laff MPkR MMn tt OF,uy ----- - —I —I- BODE ANCHORS gA.rrNmaE,wcxORa. - 1Y 9Y fY b' ,Y b' fY 26' fY b' ,Y 0 CONCRETE ROLL BE CLASS DORI N• t" IKW BO LT... BE HOT (Yl fB'• YSARRIER A r ,Bp Wt CABINET FOUNDATION DETAIL m B0.9FACIN3 +- - -� - -- SEE FARE FOR CCNWRf9 AT STD. E405 1091 +23 -PLAN VIEW a +DM+ W ED. aPACwa CABINET REAR QG vc NET T ro C.-_ NOrro sa.IE ..._.._.. _.._.._.._.._.. _.._.._..___. L___4 I -,+ - - - _\ o v I_.._.I_.._.._.._.._..J.._.._.. aaE WxE xmEs sE E - wPE __.. xo _..I_.. . ............... � I I - J FOR coMWrtl.l FOR CONDO mt V _. .._.._.. _.._.. _.. _.._.. _.. _.. ... _ _ ._.._. _ _ _ ............ _..1.._..___.._.. SEE YnrE bb XF tSo- YC - ES 88 -- JB NOTES: " ' O CV I . AU- RUNFOOD. FIFEL axNl HAND F SIR Of PCLW COYFR. JB 1! T ~ aLMP mPA I (4'X6') : Fu wxMRTS exN1 BE WMSTmED TovuxD RFAa OF TIE WNETS. _.._.. _. _ B. SIDPE iCVXWTOX' /:Fr.TO THE EWE - wpUW ,. 0. SLOPE PA08 /.frT.RI 1XE BUMP IN CENIE0. HIOAIP flLNF 6 C LNREroIREW FIFE IrW.) s ND N XP F cOLY FLUSH Wn THE BUNPE OF TE C l FO xOnTON AND A NIPPLE x qNTE OS z uP. r0 OWUro R00 EE a Au caxoulTa exAU BE NDr Dlvvm Buvuxgn DR P.x. r. USE SIICWE aWEU eEVNrt MOUND GWNE76 NIO PPD. f .._.. _.._.. ._.._.._.._ ............. ._.._ ._.._.._. FALLNNU,ESnCN FENCE B BOLTP By WIXET MWUFACryREIi BOL1S 51W1 aE %' --- -I —I —I —I - -- —I— -- (BEE BIIEEi WM tt PON CEraU -- - - - -- I I I- BODE ANCHORS gA.rrNmaE,wcxORa. b' 1Y 9Y fY b' ,Y b' fY 26' fY b• 0 CONCRETE ROLL BE CLASS DORI t" IKW BO LT... BE HOT (Yl fB'• STAMIE...IFFL CI ION BOLT. PER M UHUF BNENN RECOMMENRATON BOLT &NLL EXTEND A MIN I'M AS(U E THE CONCRETE FAD. _ CABINET FOUNDATION DETAIL AT STA.1405 1135 +59 -PLAN VIEW xor ro sclE T- 269057 FILE NANE DE TS WSABjcftwn S a !� p8 JX' eµ �w�mHy 1l� Y "' " �v...° aartipnW 4OrJ Corridor Program 1 -40$ 1 -5 TO SR169 Plot al TIES 8:88.1 / AY I°'° mere FEDJ110 PRQI.NO. ITID28 DATE M&2810 0 1G was PLOTTED BY xR. .. n exs�XXO� re n.. LX� ,;°� = °— , .., 4AY1" ' BERGER. Mrn °° `�P.iTiO :B ' r�l --sr" p:Ll.:corvsraurnoN.wc STAGE 1 - WIDENING CEYONEO BY R. JAXNS AM MxRa _ R88 IN ::F I- EN 13 BY L CXAN OHEONEO BY Y. YLDDEN 8 ONLY 1N,0 ^^� ^ "Tr C -7285 I^"^f"'E PRCU.ENOR. LHODGSON IFC wwe RJ ITS CABINET FOUNDATION DETAILS REGIOML A D. DYE REVISEw DATE BY FEE- J m Q .w vn en en.n wa zBMFIEF NOTES: T. P REMF.W.. ETEEi awu xANE A H..OF z N.FAV WRET. 2. P WNWHS fl BE CLUSTERED TpNMD XEAX OF THE WIXEIB, H ROPE FWXMTON wH PU THE EWE. <. .PE .. Y. -fr TO THE BUMP IX CENTER N OWDU SW I A COIWNXO RUSH WIN THE SURFPCE OF THE FWNWTOX MID A NIPRF T E ENDS YUP, S ML COIOUM 6YVL BE HOT DIPPED W WARMED OR PVC. T. USE RIKONE BFME➢ .. MO U. W,UE AN. POD. S 80.1 PATTERN IS EO BY WB ET WNU..' BOLTS .I BE W CN BY PNFIXiE NICINWS. B COXCEM 9H4L BE CIAES 9IW. ANCHOR B SIWL R HOT DIPPM W UEO ALTF STNHESB SIER... Kl PER MWUFp UERS...EIMIYNI. BMT E. EXTEND AMR 1-1ASOYE THE CGI .. POD, 0 CABINET FOUNDATION DETAIL AT STA. 1405 1151 +07 - PLAN VIEW HOT ro swE C -7295 FALL PROTECT( PUCE COW' IMEGML MTN 'R CMMFEN U m 61Y."1 -1z :7d �N.- .,..a.- 1 -405 j Corridor Program ITD 29 1 -5 TO SR169 STAGE 1 - WIDENING I-MS AIS ASOz ••••••••'••'••••'••••• _ WT ITS CABINET FOUNDATION DETAILS H-STATE MNSMUMON. UHC 3E9„2 J_ 5 m N a IN CUE EXCAVATION DIMENSION TOE NM uL:NVAIIUN UHMervsuN sloe E. m A REBAR AT "£PACING c C -%280 xXX —X P lO..ECT 9VMP VE w DF PIPE TO 1. o0.4N PIPE N1iX YNXCX ESSINSTE w F PIPE Ot I— HNC. PFAFgUT61 .-. PIPE —.. TOE —E PEAIMEIER Cf }NE CVE IXELYl I PROF. OF OTNEF TFD ORgY£L TOP CORRSE OINSTALL A IEVFIED bWC. UVER OF CRUSHED TOP COURSE CONE CM UNDERNEATH X x LEVELING SURFACE ON THE TOP OF VNNSNRBSO EARTH. e' v x x Ol NSTNl e£WT TOIL L1WN LINE FFHCE PER SID SPEC SI REEINL POSTS ON MINIMUM fIIrtERE 1. FOREST GREEN SLATS III. SWEEHp IN THE FENCING. OB IN6TN1 SFOOT VADE .. YNN OiTE x x x 10, X x CUE x ° a 4, X 'a 4. %.S V G X a CUE INSTALLATION DETAILS rz I \v a NOTE 1. FOR WOYIIDIMG REpYIREMENiS.9F£ R CLLL PROVI61O16 &M]. 0 T -21 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING TUKWILA HUB DETAILS 1 OF 4 301 Y6'/ OF RON P lO..ECT 9VMP VE w DF PIPE TO 1. o0.4N PIPE N1iX YNXCX ESSINSTE w F PIPE Ot I— HNC. PFAFgUT61 .-. PIPE —.. TOE —E PEAIMEIER Cf }NE CVE IXELYl I PROF. OF OTNEF TFD ORgY£L TOP CORRSE OINSTALL A IEVFIED bWC. UVER OF CRUSHED TOP COURSE CONE CM UNDERNEATH THE T WE FOR FW PEC PORT PER STI. S MAZ) THE TOP COURSE IS ORED OT LEVELING SURFACE ON THE TOP OF VNNSNRBSO EARTH. YL . NHTH w. A GPAVFl PER SN. SPEC .1111 v EFTENO a.CO ORION PIPE TO DRGH of OUlL Ol NSTNl e£WT TOIL L1WN LINE FFHCE PER SID SPEC SI REEINL POSTS ON MINIMUM fIIrtERE 1. FOREST GREEN SLATS III. SWEEHp IN THE FENCING. OB IN6TN1 SFOOT VADE .. YNN OiTE Z OB IRETS, ... T.ICE CCNCRETF . HAMS 3N'.9.IN6TALL PENN 0.S BI . NOTE 1. FOR WOYIIDIMG REpYIREMENiS.9F£ R CLLL PROVI61O16 &M]. 0 T -21 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING TUKWILA HUB DETAILS 1 OF 4 301 Y6'/ OF RON J_ m Q AC CRF AC NOTES: Oj FlBFR MV1iNFMEXi WN,ePoIRB Z6" TI PACK 5a� 6 1 @0 fi 19' RACK RACK Em"m 1eY °3 RACK RACK (UPS) RACK LAYOUT CABLE TRAY PLAN FIBER TRAY PLAN CONCRETE UNIVERSAL ENCLOSURE (CUEI T wu HUD T- 26905A MU MME NWp3MYpWR1B°1BTJWW] pE Tg b6d,BA n � ;ME 80M. '®^' ^•`� FEDAID PROJ.NO. a4 eKT v asm • +o;�ey �°o'^"` ^^`` +�°"•= 1-405 PIot51 LPLP oTrrED sY O To was `°• �.° 4055 Corridor Program I -5 TO SR169 ITD °631 DERK:HED YY RJAHNS <••—a : « STAGE I- WIDENING ENTERED EY LCNAN ^,e d�•"`ry ° °F m ^•"�^••. mE^ �4nA4 (! 11FINGER PEACER 20 CHECIOIJJ BY K YADDEN AR BUKT T(RHR R4• w uurcx xn QI'sII^�' -6.s PRQA EN(W. LxODGEON In sH%^s R' C -7295 ,< N 'r °a�sr mnsraurnoN,wc TUKMLA HUB DETAILS 2 OF 4 9.392 REDIDNAL ADR D. DYE REYIEKw DATE YY J_ m Q C-T295 CUE -RIGHT SIDE BAYS (ELEVATION) TUM� HUB PRW.NO. I�NKN� � Io OIHSiNL WLLLIIOUM lE1FPIKKIE PEP £PEGAL PROYIBAMI6. CIXINECi M M d_CCK lMlll Gi5 4NPE. �3 IH6TNL 6RIH3 q1 C f.FH1EAR OM6i 11 HSRNIN. R W ON ® WNG W.W lMl( IEPNIIYR M t6PNR GBIF ql TE BLOCK OI. BY CUE WXUiM. O6 1N PLUG 9 P N A MINIMUM C 12 OUM1EIB. OINBINl MKPEA G^81E %iOIECTgf MGCKR0.MLWiE 46'M bPI10. GtlE ON TIE BLOCK T -21 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING TUKWILA HUB DETAILS 3 OF 4 269 3922 32 IBBB J_ D m N a 00 mm fi CUE -LEFT SIDE BAYS (ELEVATION) MWR HUB C -7296 BOB ,B ONSTRUCTION NOTES .SF. SH SUE NWUFAGNRiB, IXSIPLL PACKAXIU— — LLB MOXrtd Pd SP[CVL PHU,,EME, UI6lALL NUB ... OPUC .. PPNFl VFIX PREUMUHWIEB . FETE SP . PRONSIOXS. SEE RO 18 FOR IAYWf il> INSiNl xETNMN GPI£ M4UGBIExr PDX6 MIIE➢wIELV SELary iERNIx4 sEAYFA. I) NL VICE —'P NOIPI� iCN. AiiAGN 35iaR PIExVM GWF WTI RRI CO CiOR io 8N1fSN. Rux WIE ro 111 pyONN AND LE A BFOEMON.SSPNR TIPS R PUNCH OMN BLCCKNXE I> IFKiN1 RHIXA1E➢ NUB CHASES WM 2 PMN'A SUFFUSE.A X NK INTERFACE CARD AND ME MSEM N MS, INSTAL I.. OMTN NE. 1WV19N. EMBECT FEA CE 1 MN .1, i> INSFNL WLOCATED S.. . gG2LL NOEO 1W115MRTER CONNECT P. DE 1 SXEEF .1, i> IM4TNL XEW HUB —IS WM 2 pAFR -PIES, A .E SN INTERFACE . PHO INSTALL ... NOEO RECENFAR IXSINl RELOCATED HUB CNV S. WM 2 P— SUPPUESA XET4YJRN INTERFACE CMO aD INBTal pOrtN NCEO PF4EIVEAS. CCXNECi ME ..H OUTPUT OF FUSE PANEL TO �i1 PUT Of NET W NFAIENT PG IAWUFACUI. IXETSNST B FUSE XBIRII SUNFNEE FUSE Opp 84NM OUTPUT OF FUSE M BAR INPUT OF NEMGIN EIFMENT FETE NIINFMTURER'S INSTALL FAJ22 WMBmE0. BINSTALL XNOGTEO FEES. M. INSTALL FUSE PIHFY DIXSTNL PLLV SMIF WM A NNNUN OF 12 WTIETS. SMNECT WAER CONES TO VILLL WTIET. INSTALL SUNUi NOMMK pFNEM. DNSTAU TER.— SEm.TR. I.— NUOOEm-PI CAMUXN.M EDUIPNENT TsERLMN. 1 -405 "" 1 -5 TO SR169 ITD X Heal STAGE 1 - WIDENING zeo TUKWILA HUB DETAILS 4 OF 4 392. FUSE PANEL p BE SMET NE M REMENT 0 s CROSS CONNECT PANEL 1ERMM9L SERVER CABLE MANRGBSENT TERMINN. SERVER CABLE MNUGEMENT VOIP 0 CUE -LEFT SIDE BAYS (ELEVATION) MWR HUB C -7296 BOB ,B ONSTRUCTION NOTES .SF. SH SUE NWUFAGNRiB, IXSIPLL PACKAXIU— — LLB MOXrtd Pd SP[CVL PHU,,EME, UI6lALL NUB ... OPUC .. PPNFl VFIX PREUMUHWIEB . FETE SP . PRONSIOXS. SEE RO 18 FOR IAYWf il> INSiNl xETNMN GPI£ M4UGBIExr PDX6 MIIE➢wIELV SELary iERNIx4 sEAYFA. I) NL VICE —'P NOIPI� iCN. AiiAGN 35iaR PIExVM GWF WTI RRI CO CiOR io 8N1fSN. Rux WIE ro 111 pyONN AND LE A BFOEMON.SSPNR TIPS R PUNCH OMN BLCCKNXE I> IFKiN1 RHIXA1E➢ NUB CHASES WM 2 PMN'A SUFFUSE.A X NK INTERFACE CARD AND ME MSEM N MS, INSTAL I.. OMTN NE. 1WV19N. EMBECT FEA CE 1 MN .1, i> INSFNL WLOCATED S.. . gG2LL NOEO 1W115MRTER CONNECT P. DE 1 SXEEF .1, i> IM4TNL XEW HUB —IS WM 2 pAFR -PIES, A .E SN INTERFACE . PHO INSTALL ... NOEO RECENFAR IXSINl RELOCATED HUB CNV S. WM 2 P— SUPPUESA XET4YJRN INTERFACE CMO aD INBTal pOrtN NCEO PF4EIVEAS. CCXNECi ME ..H OUTPUT OF FUSE PANEL TO �i1 PUT Of NET W NFAIENT PG IAWUFACUI. IXETSNST B FUSE XBIRII SUNFNEE FUSE Opp 84NM OUTPUT OF FUSE M BAR INPUT OF NEMGIN EIFMENT FETE NIINFMTURER'S INSTALL FAJ22 WMBmE0. BINSTALL XNOGTEO FEES. M. INSTALL FUSE PIHFY DIXSTNL PLLV SMIF WM A NNNUN OF 12 WTIETS. SMNECT WAER CONES TO VILLL WTIET. INSTALL SUNUi NOMMK pFNEM. DNSTAU TER.— SEm.TR. I.— NUOOEm-PI CAMUXN.M EDUIPNENT TsERLMN. 1 -405 "" 1 -5 TO SR169 ITD X Heal STAGE 1 - WIDENING zeo TUKWILA HUB DETAILS 4 OF 4 392. J_ m r Q AA SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POST SIZE POST LENGTH CLEARANCE REMARKS X Y H1 H2 H3 H4 V W NORTHBOUND TRAFFIC 1 W4 -2L PAVEMENT WIDTH TRANSITION LT MBS- 052012 +26 RT 48" 48" III or N STANDARD LUM POLE T MOUNT PER STD. PLAN G9b 2 NOT USED 3 R3 -1102L ESes 052015 «5B W 54" 6' -0" III or N STANDARD STEEL 4" dia. 11.9' 7' 13' MOUNT PER STD. PLAN G8a & GSe 4 R3- 1402 ,. „,,,,,,,�,,,,,,,,,,,,,,�.,,® Mi NW52015 +70 OH 10' 9 III or N STANDARD BR MOUNT # SEE BMS SHEETS 5 E1 -1 M8 NB 2015 +70 OH 17'6” 14'U' A CODE E BR MOUNT # SEE BMS SHEETS 6 USED 1 8 E12 -201 TP -E405 4085 +57 LT 36" 24" III or N STANDARD STEEL 2.5 "SQ 4 12.9' 8.5' 14' MOUNT PER STD. PLAN G8f 8A R5 -1002 TP -E405 4085 +57 LT 18" 18" III or N STANDARD T 14' MOUNT PER STD. PLAN GBf BELOW SIGN 8 RRNK F 6 7 P f 9 120 -201 TP -E405 4085 +55 RT 36" 48' II STANDARD STEEL 25"SO(SB) 12.0' 8' MOUNT PER STD. PLAN G 10 120 -203 TP -E405 4085 +55 RT 36" 12" II STANDARD MOUNT PER STD. PLAN G8 BELOW SIGN 9 12 SEE RELOCATION SPECS 13 M3-1 NORTH E4051095 +76 RT 30" 15" II STANDARD LUM POLE MOUNT PER STD. PLAN G9b 14 M1 -1 INTERSTATE 405 E4051095 +76 RT 45" 36" II STANDARD LUM POLE MOUNT PER STD. PLAN G9b BELOW SIGN NO. 13 14A E4 -501 E405 1096 +50 OH 16' 6" 14-6- "' CODE E CANT fT SEE MS SHEETS 14B R3701 RIGHT LANE MUST EXIT E4051098 +36 RT 48" 48" III or N STANDARD LUM POLE MOUNT PER STD . PLAN G9b 15 D3-301 CHRISTENSEN RD E405 1104 +00 OH 8' 6" 16" ` STANDARD BR MOUNT MOUNT PER BMS14 15A E1 -1 .m..Enn,V,a .ne,TOnnuauRN,wu: E4061104 +00 OH 11'6" 14'0" CODEE BR MOUNT SEE BMS SHEETS 15B D9 -2 SYMBOL - HOSPITAL E4051104 +00 OH 30" 39, ` STANDARD STEEL MOUNT ABOVE SIGN NO. I5A PER SND5 16 E4-501(MOD) . . E405 1104 +00 OH 17'9' 14' 6" "` CODE E BR MOUNT # SEE BMS SHEETS 17 NOT USED 18 NOT USED 19 W3-3 SIGNAL AHEAD SYMBOL E405 1107 +40 RT 48" 48" III or N STANDARD LUM POLE T MOUNT PER STD. PLAN G9b 20 E5-1 MOD ENTGORE WL" EyTNUWER AN° ARROW NB405-SR1 81 11+45 LT 5-6" 7' 0" II STANDARD STEEL 8" SQ 14.0' T 13.5 MOUNT PER STD. PLAN G8a & G8d CONSTRUCTION NOTES: ' A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES F) FOR ARTWORK CALL: STEVE RAY AT SOUND TRANSIT (206) 298 -5349 AND DON SKINNER AT AMTRAK (202) 906 -2254 TEN BUSINESS DAYS BEFORE SIGN FABRICATION ' TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR IX FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS TYPE N FOR BACKGROUND AND TYPE VIII OR IX FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND BMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 26905D HU NAME D:IWOMP ,SrJVW52WnM2r8xBTJVWm w 88 M6AStl n 3+E a •Sn;° `T " AAA Ef"' �„ � rz _ � °"r °� " " ° ^ ""°' Corridor Program 405 9 p "• ^' ° ""' ° " °"" °" I4FIN4ER BER4ER `N` -'�dY9 " • � A�Te corvsrnucnorv,mc 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING PI°t i TINE 4:ZB;M PY m mrz PEDAID PROJA0. SSt N05 1D AB FIATIED BY tlw D IGNm w J.ARELLANO ABBUILT TMO AW °""° 261 2„:2 ExrERm ar J,ARELLANO NDC 1a NYBI Ko DXEDKED BY MOSM" NDD NI- REYNED DATA N2NM KO m"^"n„^ C -7296 PSOJ. Erma L. NDDGSOx Min mm Ko SIGN INSTALLATION SPECIFICAflON3 REGIONAL ADN. D. WE REVIaDx WlE BY J_ m r Q SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POST S12E POST LENGTH CLEARANCE REMARKS X Y H1 H2 H3 H4 V W 21 R3-8A (L YMRMMLY.(MHRUUeR"RzriaRo Lr NB405SR16113 +29 RT 48" 30" III or N STANDARD STEEL 2 1/2" dia. 10.5' T 12.5' MOUNT PER STD. PLAN G8a & G8c 22 SEE RELOCATION SPECS 23 R3-8A ILTRRRO MLV.(L HRUARRM.InTMRn oRL NB405SR181 13+40 LT 48" 30" III or N STANDARD STEEL 2.5 "SQ(SB) 10.1' T 133 MOUNT PER STD. PLAN G8 24 LGM5 MOD LODGING AHEAD NB405 -SR181 10 +87 RT 5'01' T 0" II STANDARD STEEL 7" SO 16.5' 7' 16.8' MOUNT PER STD. PLAN G8a & G8d 25 15-6(MOD) (sol-ND Wff SYM3 ),(RiARROM NS405- SR18112 +02 RT 24" 30" II STANDARD LUM POLE 7' MOUNT PER STD. PLAN G-9b -SEE CONSTRUCTION NOTE —F 26 R5-1A WRONG WAY NB405- SR18114.25 RT 42" 38" III or N STANDARD LUM POLE 7' MOUNT PER STD. PLAN G9b 27 SEE REMOVAL SPECS 28 R5 -1 DO NOT ENTER NB405 -SR181 16 +56 RT 48" 48" III or N STANDARD STEEL 2.5 "s0(sB) 14.T 7' 11.5' MOUNT PER STD. PUN G-89 FACING NORTH 28A R5 -1 DO NOT ENTER NB405 -SR181 16 +59 RT 48" 48" III or N STANDARD STEEL 2.5••SO(SB) 14.T 7' 11.5' MOUNT PER STD. PLAN G-89 FACING EAST 29 SEE RELOCATION SPECS 30 SEE RELOCATION SPECS 24A W12 -502 IMPACT ATTENUATOR MARKING E405 1108 +85 RT 30" 30" III or N STANDARD MOUNT ON END OF ATTENUATOR 32 NOT USED 33 NOT USED 34 NOT USED 35 NOT USED 36 NOT USED 37 NOT USED 38 NOT USED 39 D1 -901 E181 13 +81 RT 11-6" 5' 0" II CODE E STEEL W6x9 14.1' 14.7' 7' 14.4' MOUNT PER STD. PLAN G -8a & G -8b 40 NOT USED 41 NOT USED 42 NOT USED 43 NOT USED 44 NOT USED 45 NOT USED 46 NOT USED 47 NOT USED 48 R3-8 MOD LANE ASSIGNMENT E181 20 +90 LT 36" 1 36" 1 III or N STANDARD LUM POLE T 133 IMOUNT PER STD. PLAN G9b 31 NOT USED CONSTRUCTION NOTES: ' A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES F) FOR ARTWORK CALL: STEVE RAYAT SOUND TRANSIT (206) 298 -5349 TEN BUSINESS DAYS BEFORE SIGN FABRICATION " TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR IX FOR BORDER AND LEGENDS '* TYPE 11 FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS "* TYPE N FOR BACKGROUND AND TYPE VIII OR IX FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND BMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 26905E RAS NAME C:LWRNMro WN n R =NrrJYNe NT 1e1 4 Md n I y q a"'""4 y° e�e°'•inxa• F x ^i �e m yM 5r a:'••a ' Lx.. �v mow. "^°^'°' 4055 Corridor Program nrirvem BeRCxn M �sT�?E COrvsrRUCrion,mc 1-405 1 -5 TO SR169 STAGE 1 -WIDENING PIOt 2 FEDAID PROJ.NO. SS2 ws °ATE eN91Se10 10 AS PtoTTEO ar aIR DEagNEO BY J.ARELLANO .o Rrm 282 392 °1Q'° ENTERED By J. ARELLANO As.wLT 7N10 .NECKED TT K. OSWELL NDC N -� M DATA 6hWe KO �^""•"° C -7295 �^"� PROD. ENGR. L. NOOGSON s. Mwe 3a SIGN INSTALLATION SPECIFICATIONS REGgIUL ADY. D. DYE FORM ON DATE BT H J_ m r Q SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETINGj, TYPE LETTER SIZE ORCODE POST MATERIAL POST SIZE POST LENGTH CLEARAN]MOUNT REMARKS X Y Hi H2 H3 H4 V W 49 W3-501 RAxrn�le� ®AHr�owHaIFUSHiNC E181 20 +02 LT 36" 36" III or M STANDARD STEEL T MOUNT SIGN ON EXISTING POLE 50 W3-501 RANrNEr�AHrAOwl[- NFVSwxc E18119 +55 LT 36" 36" III or IV STANDARD STEEL T MOUNT SIGN ON EXISTING POLE 51 R9 -3A (NOPEDEBR NCROSSNGSVMBOL) E18119 +40 LT 24" 24" III Or IV STANDARD SIG POLE T MOUNT PER STD. PLAN GI FACING EAST ON EXISTING POLE 51A R9 -3A (NOP�TRwNCaossNC SVM3a.) E18119 +35 RT 24" 24" III or IV STANDARD SIGPOLE 7' MOUNT PER STD. PLAN GI FACING WEST ON EXISTING POLE 51B R9-381R USE CROSSWALK ARROW RT E181 19 +35 RT 18" 12" Or STANDARD SIGPOLE 6' MOUNT PER STD. PLAN G-9b FACING WEST ON EXISTING POLE 52 R9 -3A (NO P®66lRNNCRO85NG SVM30L) E18119 +40 LT 24" 24" II Or STANDARD SIGPOLE 7' MOUNT PER STD. PLAN G-9b FACING SOUTH ON EXISTING POLE 52A R9-3A (NO F®6TRWNCROSSNG SYMBOL) E18118 +20 LT 24" 24" III Or IV STANDARD SIGPOLE 7' PER STD. PLAN G-9b FACING NORTH ON EXISTING POLE 52B R9 -3B/L USE CROSSWALK ARROW LT E18118+20 LT 18" 12" 1 STANDARD SIGPOLE 6' MOUNT PER STD. PLAN G-9b FACING NORTH ON EXISTING POLE 53 W4 -1 R MERGING FROM RIGHT E4051111 +60 RT 48" 48" STANDARD STEEL 2.5 "SO 4 12.2 T 16' MOUNT PER STD. PLAN G8f 54 R4-7 KEEP RT SYMBOL SRI 81- NI340513 +03 LT 36" 48" III or N STANDARD STEEL I 2.5 'dia. 13.7' 1 10' 13' MOUNT PER STD. PLAN G-8a & G-8e FACING EAST 54A R5-1A WRONG WAY SR181- NB40513 +03 LT 42" 36" I or STANDARD STEEL T 13' MOUNT PER STD. PLAN G -Be BELOW SIGN 54 FACING SE 55 R10 -6L STOP HEREON REODIRECTIONAL ARROW SR181- NB40515 +49 RT 24" 36" III or N STANDARD STEEL 2.$ "SO 4 11.5' S' 16' MOUNT PER STD. PLAN G-8f 56 R10-6R STOP HERE ON RED DIRECTIONAL ARROW SR181- NE40515 +29 LT 24" 36" for STANDARD STEEL 2.5 "SO(SB) 7.3' 5' 10' MOUNT PER STD. PLAN G-8 56A D10-1 MILE 1 E405 1116 +00 RT 12" 24" II STANDARD STEEL 2" SO 9.6 V 16.5' MOUNT PER STD. PLAN G-7 57 SEE REMOVAL SPECS 58 SEE RELOCATION SPECS 59 1 17 -401 FIRE HYDRANT MARKER 405 1132 +00 RT 24" 30" II STANDARD STEEL 4" dia. 6.5' 7' IMOUNT ON BARRIER PER SND4 FACING NORTH 59A R2-1(60) SPEED LIMIT 60 405 1134 +31 RT 48" 60" III or M STANDARD LUM POLE 7' MOUNT PER STANDARD PLAN G-9b 59B R2-1(60) SPEED LIMIT 60 405 1134 +31 RT 48" 60" III or IV STANDARD STEEL 4" dia. 11.0' 9' MOUNT ON BARRIER PER SND4 60 R3 -1102L ,.,. „e,,,�„ L,,,,",,,o,.,,,,,,.,,,,,�OK 405 1137 +50 LT 54" 6-9- III or N STANDARD SIGN BR 1 9' MOUNT ON SIGN BRIDGE POLE PER STANDARD PLAN G-9b 61 VMS VNIS 405 1137 +50 OH 25' 0" 7' 0" SIGN BR I # SEE ITS PLANS AND MS SHEETS 62 E4-501(MOD) 405 1137 +50 OH 14' 0" 14'6" "' CODE E SIGN BR # SEE MS SHEETS 62A D9-2 SYMBOL - HOSPITAL 405 1137 +50 OH 30" 30" STANDARD SIGN BR MOUNT PER SND5 ABOVE SIGN 62 62B R3-701 RIGHT LANE MUST EXIT 4051042 +00 RT 48" 48" III or IV STANDARD STEEL 2.5 "SO 4 12.8' T 12.5' MOUNT PER STD. PLAN G8f 63 17 -401 FIRE HYDRANT MARKER 405 1144 +00 RT 24" 1 30" II STANDARD STEEL 4" dia. 6.5' T MOUNT ON BARRIER PER SND4 FACING NORTH 63A E3-101 KENT,RAINIER AVE S,USE EXIT 2 405 1145 +08 RT 14-6" 7-0- II CODE E STEEL W8x18 17.1' 21.4' 7' 14.9 MOUNT PER STD. PLAN G-8a & G-8b 63B R3-701 RIGHT LANE MUST EXIT 405 1147 +78 RT 48" 48" III or IV STANDARD LUM POLE 7' MOUNT PER STD. PLAN G-9b 64 W4 -2L PAVEMENT WIDTH TRANSITION LEFT E405 1102 +25 LT 48" 48" III or IV STANDARD STEEL 2.5 "SO 4 12.2 7' 16' MOUNT PER STD. PLAN G8f CONSTRUCTION NOTES: ' A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS T81 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES ' TYPE III OR IV FOR BACKGROUNDS AND TYPE VIII OR IX FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS TYPE IV FOR BACKGROUND AND TYPE VIII OR D( FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 26905F FILE MME C;1WO 1BTNOW3WmapxiBB'BT eB b 8.tl .t 0 a oo' . »P °o xnv t+ + yN 5x ?�c...m,'xOH ' "' H' 11 0 _ " °4' °'"a ""e4°°' 4Qrj Corridor Program DNxcLL B[ncEx _ Ell. B cM" e"°c1:::iy TR.1-ST� CaNBTRumON, We 1 -405 I -5 TO SR169 STAGE 1 -WIDENING Plot �h CUM —141 mere FEO.AID PROJ.NO. H505 10 AS PLOrrm BY mo DESIOxED eY J.ARELlANO e�� 263 33922 ENTERED BY J. ARELLANO ASBOLLT TIWO W CHECKED BY K. OSYYEI -L NDC BB -REWED DATA BFJ]D3 KO �^"c^ C-7295 urano,, ,n NtQI. ENDR LHODGSON IFC fHmM KO SIGN INSTALLATION SPECIFICATIONS REDION,1L ADr. D. DYE REYIBItxI DATE aY J_ m r ch Q E, SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POST SIZE POST LENGTH CLEARANCE REMARKS X Y Ht H2 H3 H4 V W 64A R3 -1402 „„p,,,",.„,,,"„,,,*,Q,;,„ 1405 1154 +60 OH 1901, 919, IV STANDARD SIGN BR # SEE MS SHEETS 64B E4-501(MOD) . ,„..,,d,",xu0 „,,. K05 1154 +60 OH 20' 6" 14'6" °' CODE E SIGN BR # SEE MS SHEETS 64C D9-2 SYM80L HOSPITAL 1405 1154 +60 OH 30" 30" STANDARD SIGN SR MOUNT PER SND5 ABOVE SIGN 64B 65 NOT USED 66 NOT USED 67 16 -901A ADOPT A HIGHWAY LARGE NB405 -NBCD 12 +50 RT 48" 36" II STANDARD STEEL 4 "dia. 11.0' 102 MOUNT ON BARRIER PER SND4- SEE CONSTRUCTON NOTE 68 NOT USED 69 R3 -1102L ,,,,, , „,,,,,� „� „ „„ ®,,,o,*,,„,,,„„„”, E4051172 +00 CL 54” 6' 0” III or IV STANDARD 7' MOUNT ON BRIDGE PIER FACING WEST PER SND6 70 W12-502 IMPACT ATTENUATOR MARKING NB405 -NBCD 19 +90 LT 30” 30" III or IV STANDARD MOUNT ON END OF ATTENUATOR 71 E5-1A(MOD) EAT GORE WM EAT NUMBER AND ARRow NB405 -NBCD 20 +20 LTI 60" 60" II STANDARD STEEL 4" dia. 8.9' 7' MOUNT ON BARRIER PER SND4 72 D10-1 MILE 2 NB405 -NBCD 20 +18 RT 12" 24" II STANDARD STEEL 4' MOUNT ON BARRIER PER SND4 BELOW SIGN 71 73 D3-301 LIND AVENUE SW E4051172 +00 OH 7-0" 16" ` STANDARD SR MOUNT MOUNT PER BM514 74 NOT USED 74A NOT USED 75 116-2 RENTON,RAINIER AVE S NB405 -NBCD 22 +30 OH 17'6" 8.6. ' CODE E SR MOUNT # SEE BMS SHEETS 76 E6 -101 WAHEAD 167 SOUTFIXENTAUBURN NB405- NBCD22 +300H IS 0" 96, ' CODE BR MOUNT # SEE BARS SHEETS 76A D9-2 SYMBOL - HOSPITAL N8405 -NBCD 22+30 OH 30" 30" STANDARD SR MOUNT MOUNT PER SND5 ABOVE SIGN 76 77 W13-3 RAMP 35 MPH NB405 -NBCD 23 +3D RT 36" 48" III or IV STANDARD STEEL 2.5 "Sq 4 13.4' T 12.5' MOUNT PER STD. PLAN G-8f 78 SEE RELOCATION SPECS 79 WI-8 RT CHEVRON E4051184 +60 RT 36" 48" III or IV STANDARD STEEL 2.5'Sq(SB) 11.1' T 13.3' MOUNT PER STD. PLAN G8 80 WI-8 RT CHEVRON E4051184 +05 RT 36" 48" III or IV STANDARD STEEL 2.5 "Sq 4 12.5' 7' 107 MOUNT PER STD. PLAN G-8f 81 WI-8 RT CHEVRON E405 1183 +10 RT 36" 48" III or IV STANDARD STEEL 2.5 "SQ 4 11.2' 7' 9.8' MOUNT PER STD. PLAN G-8f 82 E6-101 RENTON,RAINIER AVE S E405 1185 +00 OH 17'6" 6' 6" ` CODE E CANT 2(Y MOUNT ON EXIST. CANT. PER STD. PLAN G-9a 83 W13-3 RAMP 20 MPH E405 1186 +70 RT 48" 60" 1 III or IV STANDARD STEEL 4" SQ 14.5' 7' 13.5' MOUNT PER STD. PLAN G-8a & G-8d 1 T A 7 511 + 0" 1 T P 85 W3-501 RAhPh£rBi ®AHHDWFEN FLASHNG E167A11008 +0062'LT 36" 36" III or STANDARD I STEEL 7' MOUNT PER DTS. PLAN G-9b 71-+ or 87 R10-61- STOP HERE ON RED DIRECTIONAL ARROW SBI 67-SBO45 17.15 LT 24" 36" III or IV STANDARD STEEL 12. 5 "SO 4 11.5' 5' 16.0' IMOUNT PER STD. PLAN G-8f CONSTRUCTION NOTES: A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES F) WSDOT ADOPT -A- HIGHWAY OFFICE WILL FURNISH AND INSTALL ADDITIONAL SIGNS - SEE CONSTRUCTION NOTE 2 ON SN7 ' TYPE III OR IV FOR BACKGROUNDS AND TYPE VIII OR D( FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR IV FOR BORDER AND LEGENDS "* TYPE N FOR BACKGROUND AND TYPE VIII OR )(FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND BMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 269060 FILE NAME C--BY Wm �JYW44WnW118MBTJ 02 W 64 406AB.E n �J�N`w, °H �' '��'` O n _ �^ 's "�°'°" 40 5j Corridor Program m xr,xc6n BEncrn ... RR rude 2-- T�RIdT "ATE CON6mMC11ON, vrc 1.405 1 -5 TO SR169 STAGE 1 - WIDENING Plo[ 4 TIY¢ 4:18:61 PM ,m— — FEDAID PROJ.NO. SS4 4Ds WlE 4:=:R0 10 AS RLDTIED BY dM DEBIDNED ar J. ARELLANO +m wAe.� 160 392 ENIEBEO BY J.ARELLANO AaBULT TW10 CXEcm BY K. MINELL NDC 106 4NIM JB � � C -7295 �^'++� � PRQI. ENGR L XODGSON IFC 6M8M8 JB SIGN INSTALLATION SPECIFICATIONS [REGIONAL ADM. D. DYE REYYIDN �� �, J_ m L Q SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETING TYPE LETTER SIZE ORCODE POST MATERIAL POST SIZE POST LENGTH CLEARANCE REMARKS X Y H1 H2 H3 H4 V W 88 33-301 TALBOT RD S E4051209 +40 RT 7'9'— 16" II STANDARD STEEL 2.5 "SO 4 9.1' 9.9 7' 1 12.0' MOUNT PER STD. PLAN G-8F 89 33 -301 LIND AVENUE SW E405 1172 +70 OH T 0" 16, STANDARD BR MOUNT MOUNT PER BMS14 89A W4-2L PAVEMENT WIDTH TRANSITION LT SB 44M OKRAAM4+ 0 LT 48" 48" III or N STANDARD STEEL 4" SO 13.9 7' 14.8' MOUNT PER STD. PLAN G-8a & G-8d 89B W4-1R MERGING FROM RIGHT E405 1179 +50 LT 48" 48" III or N STANDARD STEEL 4" SQ 11.3' 7' 15' MOUNT PER STD. PLAN G-8a & G-8d 90 E1 -1 ° ewrx * "xroaw�euflww., x� E405 1172 +70 OH 17-6" 14' 0" ' CODE E BR MOUNT # SEE EMS SHEETS 91 D10-1 MILE 2 14051169 +90 LT 12" 24" II STANDARD STEEL 2" SO 10.9 4' 12' IMOUNT PER STD. PLAN G-7 92 R3 -1102L E4051172 +70 CL 54" 610.1 111 or N STANDARD BR MOUNT T MOUNT ON BRIDGE PIER FACING EAST PER SND6 92A M3 -3 SOUTH 1105 1164 +09 RT 1 30" 15" II STANDARD LUM POLE 11' MOUNT PER STD. PLAN G-9b 92B M1 -1 INTERSTATE 405 1105 1164 +09 RT 45" 36" II STANDARD LUM POLE 7' MOUNT PER STD. PLAN G-9b BELOW SIGN 92A 93 SEE REMOVAL SPECS 94 NOT USED 94A E4-301 1405 1160 +00 OH 14' 0" 13-0" ' CODE E SIGN BR # SEE MS SHEETS AND CONSTRUCTION NOTE F 94B R3-902 m �SEE 905 1160 +00 OH 190" 9' 0" III or N STANDARD SIGN BR # SEE MS SHEETS 95 REMOVAL SPECS 96 R2-1(60) SPEED LIMIT 60 9051154 +60 RT 48" 1 60" III or N STANDARD SIGN BR 9 MOUNT ON SIGN BRIDGE POLE, PER STANDARD PLAN G -9b 96A R2-1(60) SPEED LIMIT 60 9051154 +45 LT 48" 60" III or N STANDARD STEEL I 4" dia. 11.3' 9' 1 12' MOUNT ON BARRIER PER SND4 97 SEE RELOCATION SPECS 98A VMS VMS 905 1149+90 OH 25'0" 7' 0" SIGN SR # REFER TO ITS PLANS AND MS SHEETS 98B R3 -1402 .„,°,s,„..„x,,,,,,�,w,x 9051149+90 OH 10'0" 9' 0" III or N STANDARD SIGN SR # SEE MS SHEETS 98C 135101 MOD FLASHING( TRAFFIC ADVISOR 905 1149 +90 OH 15'0" 7' 0" II STANDARD SIGN SR # SEE MS SHEETS 99 17-401 FIRE HYDRANT MARKER 905 1144 +30 LT 24" 30" II STANDARD STEEL 4" dia. 6.5' T MOUNT ON BARRIER PER SND4 FACING SOUTH 100 NOT USED 100A NOT USED 100E E4-501(MOD) wA . 9051132 +50 OH 15' 6" 16-0" — CODE E CANT # SEEMS SHEETS 101 17 -401 FIRE HYDRANT MARKER 905 1132 +00 LT 24" 1 30" II STANDARD I STEEL 4" dia. 6.5' T MOUNT ON BARRIER PER SND4 102 E6-101 ewn.vax�e �a�awm.lnawwwvu — E4051117 +10 OH 1T 6" 12'a, CODE E CANT 20' MOUNT ON EXISTING CANTILEVER SUPPORT 103 NOT USED 104 NOT USED CONSTRUCTION NOTES: A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES F) FOR ARTWORK CALL: STEVE RAYAT SOUND TRANSIT (206) 298 -5349 AND DON SKINNER AT AMTRAK (202) 906 -2254 TEN BUSINESS DAYS BEFORE SIGN FABRICATION ' TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR D( FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS TYPE IV FOR BACKGROUND AND TYPE VIII OR X FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 269061 MLE NAME C:1Wn m JYWCMnnePeeMBTJ R NT SS 4 Md n 9 Y xr ° �+ s °' ^�e x t ,��A'rE SW S) �a�oF•w °O •cam °°' ° ""°^""' 4055 Corridor Program uf�xcmBeneen • —� '•::o_ mxsrnurnox, me 1 -405 1 -5 TO SR169s STAGE 1 - WIDENING Pla[ 5 �h anL OtUM '®" ^A" FEDAID PROJ.NO. eo AS PLDYYED Br eN BEBwxED ev J. ARELLANO +°n ✓+� R86 392 ENTERED BY J.ARELLANO CNECMD BY N. OSMU A WLT lMxO �� C-7295 u,unox xn PROD. ENBL LNUWO PC WMW NO gIGN INSTALLATION SPECIFICATIONS RWNNIALADM. p. DYE RBylarox �� J_ m r ch Q SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOG. or MP SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POST SIZE POST LENGTH CLEARANCE REMARKS X Y H7 H2 H3 H4 --v—T W 105 D10 -1 MILE 1 E4051116 +80 LT 12" 24" II STANDARD STEEL 2" SO 9.T 4' 12' MOUNT PER STD. PLAN G7 106 W12-502 IMPACT ATTENUATOR MARKING E4051113 +67 LT 30" 30" III or IV STANDARD MOUNT ON END OF ATTENUATOR 106A W13-3 RAMP 30 MPH E4051114 +00 LT 48" 60" III or IV STANDARD LUM POLE T MOUNT PER STD. PLAN G9b 107 ES-IA(MOD) MT GORE WITH MT NUMBER AND ARROW E4051113 +07 LT 60" 60" II STANDARD STEEL 4" SO 12.3' T 14' MOUNT PER STD. PLAN G8a & G8d 108 W1 -6 LARGE ARROW RIGHT E4051112 +40 LT 48" 24" III or IV STANDARD STEEL 2.5 "SO 4 9.2' T 10.4' MOUNT PER STD. PLAN G8f 109 W4-1R MERGING FROM RIGHT E4051110 +65 LT 48" 48" III or IV STANDARD STEEL 2.5 "SO(SB) 12.4' T 13' MOUNT PER STD. PLAN G8 110 1 D3-301 CHRISTENSEN RD E405 1104 +60 OH 8.61 16" STANDARD SR MOUNT MOUNT PER BMS14 111 R3-1402(MOD) ,.... :.xrax x,.,,.x�R,....x..,�E,�.o.. E405 1104 +60 OH 1316" 12'9' III or IV STANDARD BR MOUNT # SEE EMS SHEETS 111A E5-4(MOD) LEFT E405 1104 +60 OH 5' 6" 24" " CODE E BR MOUNT MOUNT PER SND5 ABOVE SIGN 111 112 E7 -1 15 SOUTH,PORTLAND,314 MILE E405 1104 +60 OH 12' 0" 9' 6" CODE E BR MOUNT I # SEE BMS SHEETS 113 E4-501 45NORTREEATS ENJTNCENIERB DRAT ONLY E405 1104 +60 OH 20'6' 12' U' "" CODE E BRMOUNTI # SEE BMS SHEETS 114 SEE RELOCATION SPECS 115 E1-1 MOD w... ,„ E4051095 +20 OH 19'6' 9'6" ' CODE E SIGN SR # SEE MS SHEETS 115A NOT USED�� 1156 E4-501 IENORTNBFAIII[soNTHCENrM RLwE%RONLY E4051095 +20 OH 20'6" 12'0" •" CODE E SIGN SR # SEE MS SHEETS 116 R3-701(MOD) LEFT LANE MUST EXIT E405 1091 +83 CL 48" 60" III or N CODED LUM POLE 9' MOUNT PER STD. PLAN G9b 117 W1-2L CURVE AHEAD SB405+5 1081 +75 OH 48" 1 48" VIII or X STANDARD BR MOUNT 12' MOUNT ON BRIDGE PIER FACING EAST PER SND6 118 W13-3 RAMP 35 MPH SB405S 1081 +75 OH 48" 60" VIII or IX STANDARD BR MOUNT T MOUNT PER SND6 BELOW SIGN 117 119 R3 -1401 MOD OwnwORORSw,RTLFSNCRTHOVSCAaoxLV SB405S 1081 +75 OH 13-6" 12-0" N CODE E BR MOUNT # SEE BMS SHEETS 779A E5� MOD LEFT SB405S 1081 +75 OH 5' 6" 24" IV CODE E BR MOUNT MOUNT PER SND5 ABOVE SIGN 119 1198 E1 -1 15 SOUTH,PORTLAND,1 /4 MILE SB405S 1081 +75 OH 12' 0" 9161. 1 CODE E BR MOUNT # SEE EMS SHEETS 120 E4-501(MOD) IsxORTHSE,I. EMTHCENTEA..r ONI SB405S 1081 +75 OH 20'6" 12'9' — CODE E BR MOUNT # SEE BMS SHEETS 121 NOT USED 122 E6-2(MOD) " — SB405S 1076 +60 OH 25'0" 14'0" CODES SIGN BR # MOUNT ON FASTING SIGN BRIDGE PER SNOB &STD. PLAN G9a 123 E6 -2MOD S NORM SFATRE SOUM10ENTER BLVD I SB405S 1076 +60 OH 25'0" 916" ' CODEE SIGN BR # MOUNT ON E )aSTING SIGN BRIDGEPER SNOB &STD. PLAN G9a 124 W12-2 (6-6) CLEARANCE SYMBOL 8' -6" BP2 +50 RT 18" 18" III or IV STANDARD STEEL 2.SSO(SB) IT 4' 3' MOUNT PER STD. PLAN G 125 W1-4R REVERSE CURVE RIGHT BP3 +00 RT 18 1 18" III or IV I STANDARD STEEL 2.5'BO(SB) 6 4' 3' MOUNT PER STD. PLAN G 126 W12-2(8!-&') LOW CLEARANCE SYMBOL 8' -6" BP5 +16 LT 19' 18" III or M STANDARD STEEL 2.5"SO(SB) 6' 4' 3' MOUNT PER STD. PLAN G 127 WI-4R REVERSE CURVE RIGHT BP5+66 LT 18" 18" 1 III or N STANDARD STEEL 2.5 "SO(SB) 6' 4' 3' IK40UNT PER STD. PLAN G CONSTRUCTION NOTES: A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS TS1 AND TD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES ' TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR U( FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS `•' TYPE IV FOR BACKGROUND AND TYPE VIII OR D( FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SNOB FOR POSSIBLE VARIATIONS. T- 269062 FBE NAME C. TJWYYXRwM2B81BT BB 006AB 4an € :1` .. 40�j Corridor Program E�xcEm0. EAGER .,"'."..'�� • rTEBrAA.CON6r6UMON,INC I -405 I -s TO SR169 STAGE 1 - WIDENING Plot THE 4:37:06 PN I ,x W„ E E FEDAID PRO.I.NO S56 e6s DAT 81612010 1D WAS PLOrTED BY aN DESIGNED BY J. ARELLANO 2666 392 °1P °1° ENTERED BY J. ARELLANO ASBULT ]IWO CIAMPM BY KOSWEU_ NDD 1M yypp ,I6 mm.cr,n 4 72S PROD.ERRA L. H0D080N IFC 6M61o0 JB SIGN INSTALLATION SPECIFICATIONS REDpNAL ADY. D. DYE REYIBIUN DATE BY H J_ m a SIGN RELOCATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION EXIST. STA LOC. or MP NEW STA LOC. or MP SIGN SIZE POST MATERIAL POST SIZE POST LENGTH CLEARANCE REMARKS X Y H1 H2 H3 FM V I W 12 LODGING NEXT RIGHT E4051089+77 RT E4051090+00 RT 14' 13' STEEL W8X18 20.4' 22.9' 253 7' 1 14.5' IMOUNT PER STD. PLAN G-8a & G-8b NOT USED 22 LARGE ARROW RIGHT NB405SR181 11+55 LT NB405SR181 12 +60 LT 48" 24" STEEL 2.5 "SO(813) 92 7' 13.5 MOUNT PER STD. PLAN 29 ENTERING ROADWAYADDED LANE NB405- SR18117 +08 RT NB405SR181 17 +20 RT 48" 48" SIG POLE 11' 12.0' MOUNT PER STD. PLAN G-9b 30 ENTERING ROADWAYADDED LANE E181 17 +15 LT E181 17 +15 LT 48" 48" STEEL 2.5 "SO(SB) 12.7' T 12.8' MOUNT PER STD. PLAN G- 58 NO PARKING TOW AWAY ZONE E4051131 +85 RT E4051131 +85 RT 24" 60" STEEL 2.5 "SO 4 15.5' T 15.0' MOUNT PER STD. PLAN G-8f 78 WM WA IEAD 16745 GEGARR NB405 -NBCD 27 +85 RT NB405-NBCD 28 +00 RT 60" 60" STEEL 4" SO 1 13.0' T 14.5' MOUNT PER STD. PLAN G-8a & G-8d 97 LODGING NEXT RIGHT 14051153 +30 LT 14051142 +50 LT 14' 13' STEEL WSX18 24.8' 27.2' 297 T 18.0' MOUNT PER STD. PLAN G-8a & GSb 114 ADOPT A HIGHWAY E405 1103 +80 LT E405 1103 +00 LT 48" 54" STEEL 2.5 "SO 4 10.5' 1 1 T 144 MOUNT PER STD. PLAN G-8f CONSTRUCTION NOTES: A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008. C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO BMS PLANS FOR "SIGN MOUNTED ON BRIDGE" F) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS G) ALL RELOCATED SIGNS SHALL HAVE NEW POSTS AND FOUNDATIONS AS NOTED T- 269063 RU MME C:YW "m JYBBODbnR022BNBTJ 2 W U 4 &d n N Si.� a.5, °`••u, a+,l, " re °""'s' "'^""" 4Q�j Corridor Program ILFIX4EmR BERLER p® rtw. IBER EB ;;K • TTR`IB TETECGNEIRUCRON,Mc I -405 I -5 TO SR169 STAGE 1 - WIDENING PO[7 TIME 4:21:11 PN wu mn FED✓JD PROJ.NO. S57 1405 DATE &1Y2010 W to As PLOTIEO BY DESIGNED BY J. AMLUNO m • "� $Btt7 392 ENTERED BY J. ARBLLANO A$BUILT iNNO CHECKED W KOSWELL NOC 10B BYOB JS wxnnnc C -7295 ��w PROJ. IR: ene&e Js SIGN RELOCATION SPECIFICATIONS REGIONAL ADM. D. DYE MM OM. SEI m DATE BY m r U) Q 0 SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGNS12E POST MATERIAL POST SIZE #OF POSTS REMARKS X Y NORTHBOUND R -1 MERGE LEFT SYMBOL E885-NB4062012 +2g RT 48" 48" LUMPOLEI WA IREMOVE EXISTING SIGN R -2 TRAFFIC FNBB WWLENVATPo(ZONE MB &MB4052013 +91 LT 48" 60" WOOD 4 "x4" 1 SIGN TO BE REMOVED AT END OF PROJECT CONSTRUCTION - DATE TO BE DETERMINED R -3 LEFT WiE BUS 82 PERSON CARPOOL ONLY ESB&P 052015+561-1` 48" 60" STEEL 2 "Dia 1 REMOVE EXISTING SIGN ON MEDIAN R -313 5AM -7PM ESB&N3405201WE LT 42" 12" MOUNTED BELOW R -3/ REMOVE EXISTING SIGN - R-4 ..AN 2vEASO.PN%soNLYAN.lE0 ESE&NB4052016.70 M 9' 7' BR MOUNT ovs D REMOVE EXISTING SIGN R -5 BSE&F 052016+70 M 15' 13' BR MOUNT WEr4EAD REMOVE EXISTING SIGN R-6 NOT USED R -7 TUKWILA STATION NEXT RIGHT E405 1085 +50 RT 13' 16' STEEL 4"x6" 2 REMOVE EXISTING SIGN R -8 FREEWAY ENTRANCE TP- E4054085 +66 RT 36" 24" WOOD 4"x4" 1 REMOVE EXISTING SIGN R -9 NOT USED R -10 NOT USED FIDE6TRVHSXITCXMIXFASxCVCI ESRYp1191iED - x R -12 SEE RELOCATION SPECS R -13 NORTH E405 1090 +75 RT 30" 15" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -14 INTERSTATE 405 E405 1090+75 RT 36" 36" MOUNTED BELOW R -13 / REMOVE EXISTING SIGN R -15 CHRISTENSEN RD E4051104 +00 OH 60" 16" BR MOUNT ova D REMOVE EXISTING SIGN R -16 Y �. E4051104 +00 OH 10' 12' BR MOUNT oveat=AD REMOVE EXISTING SIGN R -17 NOT USED R -18 NOT USED R -19 TRAFFIC SIGNAL AHEAD SYMBOL E4051107 +25 RT 48" 48" WOOD I 4 "x4" 1 ISR 181 OFF RAMP / REMOVE EXISTING SIGN R -20 MT GORE WITH ELTARROWAND 20 NPH NB405SR18110+48LT 60" 84" WOOD 4'x6" 1 SR 181 OFF RAMP/ REMOVE EXISTING SIGN R -21 LANE ASSIGNMENTS ONLY NB405 -SR181 11 +51 RT 30" 36" WOOD 4'x4" 1 SR 181 OFF RAMP / REMOVE EXISTING SIGN R -22 SEE RELOCATION SPECS R -23 LANE ASSIGNMENTS ONLY NB405SR18113 +40 LT 24" 24" WOOD 4 "x4" 1 SR 181 OFF RAMP / REMOVE EXISTING SIGN R -24 LODGING AHEAD N13405 -SR181 12 +92 RT 48" 84" WOOD 4 "x6" 1 SR 181 OFF RAMP / REMOVE EXISTING SIGN R -25 1 (SOIAUTRANSITSYNEOL),RTAF6iOW NB405 -SR181 14 +50 RT 30" 24" WOOD 4'x4" 1 SR 181 OFF RAMP / REMOVE EXISTING SIGN R -26 WRONG WAY NB4055R187 74 +so RT 36" SR 181 ON RAMP / MOUNT BEHIND R -25 / REMOVE EXISTING SIGN R -27 I IWAHEADISIWVAUEY H T1A(WILA NB405SR18115 +47 RT 36" 1 9'0" WOOD 06' 2 SR 181 OFF RAMP / REMOVE EXISTING SIGN CONSTRUCTION NOTES: A) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS T- 269064 FILE IUYE C:1WONN VBTJVOW2Ymg22NIBTJVBBOI M BB 4a6AB. M. Sri �d`<a ns 2 �• °' �,••cy,• "` 'x. — ," _ �w ., N 405 Corridor Program F.NCm BERGER � ' rTI- STAMcorvs71RUMO INC 1-405 1 -5 TO SR169 STAGE 1 - WIDENING RIM a TIME 4:2T:1B PM 'n° n•° FED.MD PROJ.NO. SSB DATE 10 AS PLOTTED BY benwc ED ar J. ARELLANO -- _ 2N1 3F 92 ENTE ENTERED BY A843UILT 11aN0 YB KARElLANO CXECKED BY K. OSYYELL NDC taB yMq JB em.Fw Fw C- 7295 uF"�v w FARM EMIL L 14ODGWN IFC m"BB JB SIGN REMOVAL SPECIFICATIONS REGIONAL ADM. D. DYE REYIBIOrI mm BY F- J_ m e Q SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE POST MATERIAL POST SIZE # OF POSTS REMARKS X Y R -28 DO NOT ENTER NB405SR18116 +31 RT 36" 36" WOOD 4 "X4" 1 REMOVE EXISTING SIGN R -29 SEE RELOCATION SPECS R -30 SEE RELOCATION SPECS R -31 NOT USED R -32 NOT USED R-33 NOT USED R -34 I NOT USED R -35 NOT USED R -36 NOT USED R -37 NOT USED R -38 NOT USED R -39 �MRMINx n EewEiu¢NMa a E18113 +81 RT 8'6" 48" WOOD 656" 2 REMOVE EXISTING SIGN R-40 NOT USED R -41 NOT USED R -42 NOT USED R-43 NOT USED R-04 I NOT USED R-45 NOT USED R -46 NOT USED R-47 NOT USED R -48 LANE ASSIGNMENT E181 20 +90 LT 24" 24" LT STD 1 REMOVE EXISTING SIGN R-49 RAMPN£3ERNDAHFADMH@ SHMG E181 20 +02 LT 48" 48" SIG POLE 1 REMOVE EXISTING SIGN R -50 RANYN£nMWAHFADMHB SHMG E181 19 +55 LT 48" 48" SIG POLE 1 REMOVE EXISTING SIGN R -51 (�NC SMOSYN ) I E18119 +40 LT 24" 24" SIG POLE REMOVE EXISTING SIGN R -52 (ND�T NC smsyh ) E181 19 +40 LT 24" 24" SIG POLE REMOVE EXISTING SIGN R -53 SR181- NB40511 +70 RT 48" 60" LT STD REMOVE EXISTING SIGN R -54 KEEP RT SYMBOL SR181- N840513 +03 LT 24" 30" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -55 STOP HERE ON RED SR181 -NB405 15 +49 RT 24" 36" SIG POLE REMOVE EXISTING SIGN R -56 ONE CAR PER GREEN ISR 781- NB40515 +49 RT 24" 12" SIG POLE REMOVE EXISTING SIGN R -57 E4051123 +35CL 1 48" 1 6'0" LT STD REMOVE EXISTING SIGN CONSTRUCTION NOTES: A) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSOOT STD. SPECIFICATIONS T- 269065 NEE IUME D° MVITJV000B4mPeYReB�BTJVeeM NT 86 406AB. tl 4 '•r xe °eoeev c <' 5N. SI,y �w` / u c•PROJ.ENDR �°^�'F"^tl1�°"°' fLE9R Corridor Program �•^•w•• RCER „' •`,, b Y•Y ug- sccncorvsT9ucDDrv, me I -405 1 -5 TO SR169 STAGE 1 - WIDENING PIBt 9 neD; e:eT:1e Pct '°°°' ^•^ FEDAID PROJ.NO. S os °ATE °"° °'° 10 As BY aP MIGNO 9E91GNED BY J. ARELLANO ENRRED BY J. ARELLANO ••+* Y69 392 "E"• p1EC1�D BY K. OS9eELL A& T nY10 w"a C -7285 u�una xn LNODG80N iPC 6MBIM BD SIGN REMOVAL SPECIFICATIONS REOiox4L wow. D. DYE REVWDN DAnt BY H J_ m N Q SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE POST MATERLAL POST SIZE # OF POSTS REMARKS X Y R -57A 5 AM- 7 PM E405 1123 +35 CL 42" 12" LT STD MOUNTED BELOW R -571 REMOVE EXISTING SIGN R -58 SEE RELOCATION SPECS R -59 FIRE HYDRANT MARKER E4051132 +00 RT 36" 48" STEEL 2.5" 1 REMOVE EXISTING SIGN R -60 Or Ems MD 2P "uwroDisoxLV 14051137 +75 CL 48" 60" LUM POLE REMOVE EXISTING SIGN R -61 VMS 11051141 +00 OH 25 S' SIGN BR Ov9 D REMOVE EXISTING SIGN R -62 EMT 2. 11g167 RENTON AUBURN 112 MM 11051141 +00 OH 10' 14' SIGN BR Wa D REMOVE EXISTING SIGN R -63 I FIRE HYDRANT MARKER 1105 1144 +00 RT 24" 30" STEEL 2.5" 1 REMOVE EXISTING SIGN R -64 HOSPITAL KENT NEXT RIGHT 1105 1153 +45 RT 10' 7' WOOD 6 "x6" 2 REMOVE EXISTING SIGN R -65 END OF BARRIER 1405 1156 +97 RT 12" 36" STEEL 2.5" 1 REMOVE EXISTING SIGN R -66 BUSESAND2PER60NCARPOOLONLY 11051161 +60 OH 9' 7' CANT WERIEAD REMOVE EXISTING SIGN R -67 INTERCHANGE ADOPTA HIGHWAY NB405 -NBCD 12 +50 RT 36" 69' WOOD 4'x4" 1 REMOVE EXISTING SIGN R -68 EXIT2WAlEAD167RENTONAUBURN NB405 -NBCD 15 +40 RT 10' 12' CANT OVERHEAD REMOVE EXISTING SIGN R -69 BUSESAI02P ONO RFOOLMY 9051166 +15 RT 30" 36" LUM POLE WERIEAD REMOVE EXISTING SIGN R -69A 5AM -7PM 9051166 +15 RT 42" 12" MOUNTED BELOW R-69/ REMOVE EXISTING SIGN R -70 END OF BARRIER NB405 -NBCD 19 +90 LT 30" 30" REMOVE EXISTING SIGN R -71 EXIT 245 DEG ARROW N6405 -NBCD 20 +20 LT 48" 48" STEEL 5" Dia 1 REMOVE EXISTING SIGN R -72 I MILE 2 NB405 -NBCD 20 +20 LT 12" 24" STEEL REMOVE EXISTING SIGN R -73 LIND AVENUE SW E405 1172 +00 OH 60" 16" BR MOUNT WERIEAD REMOVE EXISTING SIGN R -74 SYMBOL- HOSPITAL E4051171 +85 RT 24" W., WOOD 4 "x4" 1 IREMOVE EXISTING SIGN R -74A 45 DEG ARROW E405 1171 +85 RT MOUNTED BELOW R -74 / REMOVE EXISTING SIGN R -75 WA HEAD 167 NORTH RENTON E4051172 +00 OH 12' 12' BR MOUNT WEi1EAD REMOVE EXISTING SIGN R -76 WAHEAD167 SOUTH KENTAUBURN E4051172 +00 OH 20' 12' BR MOUNT WERVEAD REMOVE EXISTING SIGN R -77 RAMP 35 MPH NB405 -NBCD 24 +05 RT 36" 48" WOOD 4'x4" 1 REMOVE EXISTING SIGN R -78 SEE RELOCATION SPECS R -79 RT CHEVRON I N6405-NBCD 34 +90 RT 30" 36" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -80 RTCHEVRON NB405 -NBCD 34 +35 RT 30" 36" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -81 I RT CHEVRON NB405 -NBCD 33 +40 RT 30" 36" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -82 WA HEAD 167 RENTON RAINIER AVE E405 1185 +00 OH 1 20' 1 12' CANT WERHFAD REMOVE EXISTING SIGN / EXISTING CANTILEVER SIGN STRUCTURE TO REMAIN R -83 RAMP 20 MPH E4051186 +70 RT 48" 60" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -84 EMT WA HEAD 167 NORTH 20 MPH E4051188 +30 RT 10' 11' WOOD 5 "x7" 1 1 REMOVE EXISTING SIGN CONSTRUCTION NOTES: A) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS T- 269066 FILE NarE C:1WwMPm 1BTJVODDMmP02YBMBTJVDW2 NT 80 O s `�P P +'•2p �sL �` c, M. Si.�'r ptio�••w, + `k� a °— _ �" TM+°m'°' :�I, 5 Corridor Program BCacr.a 11 nr � '°L1a 'a MIi T..re mNSTRUMON, INC P"'0nv1• 1.455 1 -5 TO SR169 STAGE 1 - WIDENING THE 4.wv Pa "tl0" ^`^ FEDAID PROJ.NO. DaTE ExB:mtD 10 WAS PLOTTED BY 4b DMICINED BY J.ARELLAW 1;270 ° ENTERED BY J. ARELLANO GHEDIffD BY K.OSWELL aBdUILT ]IMO wxre�nw C -7285 �•+�� Prsa.ExOR LxoOOBON IPC KD SIGN REMOVAL SPECIFICATIONS REDIDNAL a D. DYE REYIBKIN MTE BY m r Q SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MD SIGNSIZE POST MATERIAL POST SIZE #OF POSTS REMARKS X Y R-85 NOT USED R-86 LANE ENDS MERGE LEFT E4051203 +50 RT 48" 48" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -87 PAVEMENT WIDTH TRANSITION E4051208 +65 RT 48" 48" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -88 TALBOT RD S E4051209 +60 RT 48" 16" WOOD 4"X4" 1 REMOVE EXISTING SIGN SOUTHBOUND R -89 LIND AVENUE SW E4051172 +70 OH 60" 16" BR MOUNT WET4EAD REMOVE EXISTING SIGN R -90 JCT 15 2 MLE E4051172 +70 OH IT 6' BR MOUNT WEIR HEAD REMOVE EXISTING SIGN R -91 MILE 2 1405 1169 +90 LT 12" 24" WOOD Vx4" 1 REMOVE EXISTING SIGN R -92 LEFTIANE SUSMAND z PERSON CARPOOLS 405 1166 +15 RT 48" 60" LUM POLE REMOVE EXISTING SIGN R -92A 5 AM- 7 PM 1405 1166 +15 RT 42" 12" LUM POLE MOUNTED BELOW R -92 /REMOVE EXISTING SIGN R -93 8WMAND2FEFWNCARR SONLY 4051161 +60 OH 9' 7' CANT ovawr-AD REMOVE EXISTING SIGN R -94 rR0lrPDSmmmFrmxESl0MMFNFIASHHD 14051160 +40 LT 15' 7' WOOD 4 "x6" 3 REMOVE EXISTING SIGN R -95 END OF BARRIER MARKER 1405 1157 +20 RT 12" 36" STEEL 2.5" 1 REMOVE EXISTING SIGN R -96 SPEED LIMIT 60 14051155 +90 LT 48" 60" WOOD 4 "x6" 1 REMOVE EXISTING SIGN R -97 SEE RELOCATION SPECS R -98 SUUxD1RANWLOOOTUlSNLAW evxv,Yl0SM4F 1405 1149+50 LT 10' 11' STEEL 8" 1 BEAM 2 REMOVE EXISTING SIGN R -99 FIRE HYDRANT MARKER 1405 1144 +20 LT 24" 30" STEEL 2.5" 1 1 REMOVE EXISTING SIGN R -100 Ewr•vwxF,w,m mumiUmwAwvwErxwn 1405 1141 +00 OH 15' 15' CANT ov1 E) REMOVE EXISTING SIGN R -101 FIRE HYDRANT MARKER 1405 1132 +00 LT 24" 30" STEEL 2.5" 1 REMOVE EXISTING SIGN R -102 FxRiwxnFAD lm mum mxwuwuwErxFw 14051117 +10 OH 16' 11' CANT cFt u D REMOVE EXISTING SIGN/ EXISTING CANTILEVER SIGN STRUCTURE TO REMAIN R -103 NOT USED R -104 NOT USED R -105 MILE 1 1 E405 1116 +80 LT 12" 24" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -106 ATTENUATOR END MARKER E405 1113 +67 LT 30" 30" STEEL REMOVE EXISTING SIGN R -107 EXIT 145 DEG ARROW 30 MPH E405 1113 +07 LT 24" 36" WOOD 4 "x4" 1 REMOVE EXISTING SIGN R -108 I LARGE ARROW RIGHT E405 1112 +40 LT 48" 24" WOOD 4'W' 1 REMOVE EXISTING SIGN R-1O9 MERGING FROM RT E405 1110 +65 LT 48" 48" WOOD 4"x6" 1 REMOVE EXISTING SIGN R -110 CHRISTENSEN RD E4051104 +60 OH 60" 16" BR MOUNT REMOVE EXISTING SIGN R -111 ELSESAND2P6250NCARPoOLSCFLY E4051104 +60 OH 12' 12' BR MOUNT REMOVE EXISTING SIGN CONSTRUCTION NOTES: A) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS T- 269067 FDE NAME C:MYOmVro JV°ODStlmx02RFrIETJV°W2 fM 1 Wd n < °11°exsx 6+" ,c M SS,y ��e ••u,WH Ypo q _ x°11' ° ^qL "'1se411 4F,�rj Corridor Program Efineen E"exn•eEn °"''° • �Y:�' "• ^_ xws'rwre c°nsxnucrloN,wc 1405 1 -5 TO SR169 STAGE 1 - WIDENING PIOt 11 'ME I:Z7S6 PM '®" ^ "m FEDAID PROJ.NO. 85x11 DATE 10 AS PLOTTED 6Y °Y dill DEFERRED eY J. ARELLANO sMxmr ?TT S,„a2 EXIERED er J.ARELLANO CHECKED BY K.OSNDiLL AEHWLT TNY10 mxrmer °" C -7295 �+�� PROJ. ENWi. LXl)0080N FC KNYO! KO SIGN REMOVAL SPECIFICATIONS REDNNUL AW D. DYE REVIEKNI MTE lilt _J m I Q SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGNSIZE. POST MATERIAL POST SIZE #OF POSTS REMARKS X Y R -112 45 SOUM,TAOOMI,FORTLkND1 WE E405 1104 +60 OH 11' 12' SR MOUNT REMOVE EXISTING SIGN R -113 EmT,R.Rwr „�R „,ER.R�rnR. I.IG R,R <SEE E405 1104 +60 OH 15' 12' BR MOUNT REMOVE EXISTING SIGN R -114 RELOCATION SPECS R -115 �„ eN ,t E405 1095 +40 OH 17' 12' CANT ovERrgaD REMOVE EXISTING SIGN R -116 LEFT LANE MUST EXIT E4051094 +50 CL 48” 48” LUM POLE REMOVE EXISTING SIGN R -117 CURVE AHEAD E4051086 +45 CL 48" 48" LUM POLE REMOVE EXISTING SIGN R -118 RNA& 35 MPH E4051086 +45 CL 24" 36" LUM POLE REMOVE EXISTING SIGN R -119 DIAMOND BUS SYMBOL 1 -5 NORTH SB405-S 1081 +75 OH 12' 12' BR MOUNT REMOVE EXISTING SIGN R -120 WA HEAD 518 WESTBURIEN SEA TAC AIRPORT SB405-S 1081 +75 OH 16' 10' BR MOUNT REMOVE EXISTING SIGN R -121 NOT USED R -122 END BEGIN 1 -405 WA HEAD 518 SB405S 1076 +60 OH 12' 12' SR MOUNT REMOVE EXISTING SIGN - EXISTING SIGN BRIDGE TO REMAIN R -123 45 SOUTH TACOMA PORRAND I/4 WE SB405S 1076 +60 OH 11' 12' SR MOUNT REMOVE EXISTING SIGN - EXISTING SIGN BRIDGE TO REMAIN R -124 1 -5 NORTH 45 DEG ARROW SEATTLE SB405S 1076+60 OH 12' 12' SR MOUNT REMOVE EXISTING SIGN - EXISTING SIGN BRIDGE TO REMAIN R -125 SOUTHCBJrERBLVD &MALL,HXR ONLY S8405S 1076+60 ON 14' 12' BR MOUNT REMOVE EXISTING SIGN - EXISTING SIGN BRIDGE TO REMAIN CONSTRUCTION NOTES: A) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS T- 269068 FILE NAME C: \WBxdRn NBBBMtlmW82881BTN8882 88 Bd&AB n q a `° . 11 a xu v' „ yd 5T o E e n�Hy t ,, y�ae,�.'_- 405 Corridor Program Bl E R _"•�_...•. ILRMC B RGE ••• �` y' e • �sTA�TecMMIJMONJNC I -40$ 1 -5 TO SR169 STAGE 1 - WIDENING Plot 12 TIME 4.2]:]8 PM °°°" °` "^ GI AID PROJ.NO. SS1 °ATE mm o +o was PLOTTED BY db ORBIGNED BY J. ARELIANO 2�2 272 3e,�� ENTERED ar J.ARELLANO CIECI ) BY K. OSWELL A"WLT TMND C- 7295 PROJ. ExxR. Lx00G80N xn R18x8 Ko SIGN REMOVAL SPECIFICATIONS REGIONAL ADM. O.OYE REAIBKIN I — BY 1- J_ W 1 N El T. 23 N., R. 4 E., W. M. LEGEND: I' IXI6TN6 OVEAXFPD anX Fy9nXG 6pH .WO 0� W �. xEw wExxE.w aGH GwR2ENER �S SCALE M FEET IRRY SON MD a IXIefING SIGN VHinEYFA RO. w HEW aal Q -I] DOSE SIGN ROME IT wmxG aax ro fie x x _ EW�xcuXI n cM v NEW SIGN _ _ - _= ausnxD SIGN TO O coxsmuca EwR t36' --D ___ - - - \ — E %'pMDDI� I GENERAL NOTES -- -- - -� - 1 EN6T Wx XG SpXS yi -_ - FlE __ VN6GEgD DX INS dE e _ ___ e' MSG M SSIde12 FOR SIGN SPW[FM ONS S E _ _ -- - �� ="O•� _�y - _ _ Ib12i " EIG &OI... FGR _ -T —__ - FGRn.•evt _ - - 1 R+I __ -_ -. - - _ _ bm _ SIR m ^' DgIIEI ? _ ------ -- -_ ----- __ —� _________ i _ 1 fj X01 BEGIN CONSTRUCTION =y" -2016 --- - °' 1 -405 MP 0.25 SB405 -S 1076 +42.32 R,3 f -y - /" N/filC 0.VE4 DOIMrE F 11,31B 2 _ __ T- 269069 FILE HME c1WGAWGe[WN3IRIJVUWPIpINeDR9N9T P8 8N �O6AB n plot TV.ff 1:3811 PM °°°" ^`^ FEDAID PROJ.NO. x° a�• +m,� �x'�a • +u °pHy �W°"°" "° "-'ie0vv 1.405 DATE 8,1102010 405 Corridor Program 1 -5 TO SR169 SN1 PLOTTED RT db 10 AS a I� DEMCNED ET J. ARELLANO ' Y STAGE 1 -WIDENING _ ENTERED W RERPELDING ABBIILT GRIND A4xcr` `O ` sIx mBERCER D•W. nw. 1T3 cXEDXED BY KO !J_ XDG fa 'I,1P110 mmucrw wulXxn u<^^`' ++c✓•`' cER [. µ y a R PROI. ExaR. L. HOW30N RD "Im xD M TRI_1TA2I:I:ONRTRUCTI -- 391 REGKx LADM. D. DV REVMIUN y+� ET C- 7296 .... o. SIGN PLAN J_ 7 m Q T. 23 N., R. 4 E., W. M. u p- .I - - - �w5 1v y � � � 1 sGUE IN FEET 1 is "tea IS'lR°- Mx eAiO IN, N£sT GmYFN __ewnlLpN,w _ _ yy s lie NI'l cE-F _ ttE atte GuNav Gus swGwl w Naem Y— 1 - m 4 to vn.0 clmve o�m Rnn ' -' ne Rrtss Fll®]E NM wne w - _ M _ _ _ 4 Tuxnu.N sramw __'"Y i. ""f\�' •`v, \ -' "`m` � , -' - ➢, IMI,wN'.NYG 39 R-tl ; __ — '',a�•'`, �; .J - _ - a T E12.31N - FAdEt k. &GttI[Y FlAYNfl�I® �i �' ME II E P61EM H ' "9g E1 -1 FF x r 12 x— --)4 -X- 4", 8 flY y p{ I �.It;•i III I I \ -x -x -x->F -x -x -x -x -x I I L�- �., � v1x -tir kl1N .v•. �: X11 v�� v 1v 15��� r E N ____ ______ _ __ - "" -_A D 1 • �� I n l __ 1 \ �" FeMmw ovEexaan aw .______ ExrsnxD v ------------ - - - +; ' =( / N ry.¢' F' raw oYxwlEan aMx cummvEP VOn , 1 % 1 x s _— _- '_-__� -f _ _ _ __�:.'„�.. %_ ', `:n\.N\ I I1 .•( wmxc slax iEVEx rosr •. _ ____ __ -, _..•- 1 �, 8 1 , p_______p � 1 r t1 1 WTING BIGN NEDGE IY _ vv4d 51 4. 1• CONSTRUCTION NOTES x NEW slOx xmE � p Ne., SIGN NwWE O1. WN uuxT ON acx 1'.SEG sIEEr GMeM Fm OEr u. GENERAL NOTES ® --Ma W O BE D O2 WnaTRUCnax NOTE GEE ILLVMN4TICH SIEVE FOP WNIINW DF F.`MSi 1. P0.GIECT.WD WMTNN GLL WaTING EMS RENO REOR® ON nlE H.VM. 1WS11X3 SIGN a a�I�,IF o.�oG a -,� .I oT.IEP —TED T- 26906A NO GxEETO G10,EX[C T N DETMG M FILE NAME CNLpMPm PCIWISGIBTNEBEBGMWff.MBTN PS 8 405.Re n 116 4:39:14 PER NMa rtre I FEDAIO FIRM NO v 4 I ♦ yM. si. ✓ay �`a"�N+•;an- ,..,d, I -4� $NZ DATE Bnarm,E tB AB = �i = °N �`a L40�j Corridor Program 1.6 TO SR169 mss PLOTTED BY BED - o STAGE 1 - VNDENING AM�NO DESDNEO BY J. EPUPEMIN m N.a -' ENTERED BY R. ERPELDINO .RB811LLT - M8 COI •. o`°k AGING.. BERGER wnx ENaw 274 CIff.CNED BY K. OBWELL NDG 139 --BEEN REVIEIp18 W°R u mnu =r +u uu1NN In 3uu a""` .•D"T g�IIq I�I vtr ..°' -.'^ '°a PRQI. ENER LNODOBON IFC E^I°0E NE C -7296 re 'o•M NSi�ATB CONETRUCf10N�VIC SIGN PLAN EBz REEg1UL •DR D. DYE RENBMIN akT BY "�" J m N a T. 23 N., R. 4 E., W.M. 1 I i r(j•Ml�i r• i � � \ \\ l, - _— __z-== _ = ° =�- -_ k'S rr: o ao 1x -1___ � i i it r r �r; __ _ I `i• ,'.�.�' ri a. ' • ;oti f aeu.e x Fear °a GENESE R, 16 i _ i y rsrl.vm NFB _��T . }N \ .�Aq- e y "12 " _ _ w -„ -'�„ H sI i MDBr ERE _ _ _ _ _ 4 -'> ___ ___ __ _- _taueuaJimru--- E44101 R�l ,t r1a i � 0.wRMV 1Mrte_- b ,M t1J' E4.601 9WIXClI gp E M4L4MSE X. __ d'lYB'M1ro i EMI i ^ H-0lpgx I -C j61a aYLY __ _ I I � •:r( 112 E1-1 0 p - -I ♦J�' -x .r/ 111 RY11031MOD1 1TA WDNS,r'Ay 11 11r -; 111A EB�IMODI 11D Ms 301 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - g __ - gw _ _ _ _ _ _ _ _ _ - _ - 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ]W 14 _ 4 tKB Ili I -- 16....�h _� _,_�_ I FRIA R1F Iw 18 l I �:I: 11WliC flVMLL rro -.P Eum (MOD) I i' ,uEUD soma. lum _ I 'w ` W18 I i II Rlil FREENESS, / � u� -�, •� �_ �` we �r�s � rvxtwA r I I � I �; n 1a % / \ - �.•.� ''I' :'P ` r r l ` N r' GENERAL NOTES Pu �� / � �\ ."fig; _'� _ - - -:s° - u�"\, /J�( r 1 � •�' l' v mmECr AN. ORRewrux .0 IsnxG SlGxs vnux ms waGa z AND s FErs sstulx FOR s'GM. DE NUS o \ /r / /J� � / `\`` � � ` � r• -_ ` :t � \' � _•1' -_. i 1 i .N AND RIF£fb BNDIENM Fqi SIGN r MI ,.�. \�J :`�• I f l v';,,, _- _ - - _ =r-'�f !� fri LEGEND: EFINIxD Dr°nxuD slGx ._______p �T /- __ ly EW DVEPXFpp SIGN / 1y NEW RDH MID ESIRIIF. ^ GNII VER PoeT CONSTRUCTION NOTES T N. p_______p RIImIIO aGx DRESS �i SEN. EzmxD cameren G. sreucmRS xvsxsmm ��� r / �rnll/ \ rl 1 j +' sax xore p xEw slSx moor MEN ..NT e GIta ..R I1 sxFFIr xsm 1.R vSrMls. /7 / r 1 ri \ i 1 i it R- ro x FMOVFn SEE IUUMNStXSN GGNERNw or RxWR / // rfi !i r r, coxaJRUCnax xore kr J / : / rl r ;g+ ' i/ i \ � i Ir - mzlmnG Evcrwrll i�3ri T -26906 B FILE NAME C1 waMRORCaYpc83TJw80P1tlImDPxTBTJVBW] Pat GN W .Rficum plot3 IVIE *39:18 DATE YaDxON °°° °° °rt FEDAID PROJ.NO. az* ,E.q. °q °" ^e1n 1 -405$N3 was s 40,5 Corridor Program -5 TO SR169 PLOTtED 8Y Gb DESIGNED Irr J. ARELUNO Ae.euar xe AR—^ STAGE 1 - WIDENING ERtERED 8v R. ERPELDING xoC 1a -soF xox REVgx)NS "Dam. NflxcERBERGER 2]6 CHECKED RY K. 08 WELL xOC 1pB -EVa Bpx REVMgXa Da08as8 MD NxIIMn IIn Irc+IUx c. II J°A �k u...Y�:. ... a PROJ ERGR. L. HODGSON DC M1{t18 MD C -7296 n R rTRIS1:VEfONSTR— HUN,INC SIGN PLAN 192 REGIONAL AM D. DYE REYIBpN MTE BY "" B1°9 H J W N a I T. 23 N., R. 4 E., W.M. F l , li �• � A � A A L -- -- ` Lvx;E nsvow wan I S M •;� ,ice '1 x -x—s'� .mobs '�\ -k `TV, 'K- ; _ ��\ SCALE IN FEET \i roc -ry i.l h it vvI 1`�� \ I L Y _ -- __ m LANE ii I r 4 x amr i / xu ME aa� I Ii d� ` Fl i � I UtP t r 1 ) I rxv \\ \ NRTCH LINE NNWSRIal 'szFCR URE ____ J 1 T 1 SNF SR t it - aH L \ \ 1 SEE SHEET SN12 ET SN1 bf '�' _ _L ,I K RyYP � 1 LEGEND: CONSTRUCTION NOTES V\tLF' $ EYlsnxG 4YERxEOD sttW ------- Q EX.T. GIGN OND - .P.tc� sF'� y Ew oVEB11FAU 6p1 GNNTE POV O TO RMATS.. ON bIII L. POLE 4 a- EV"M SIGN WXn1EVEIi POST O SEE ITS ... FOR OEfuLa. T NE\Y SIGN G-- - - - - -Q E%.. SIGN BV.0 O- xEw slue IpTE O NM VON BRIDGE GENERAL NOTES - "WSnxc sKN TO BE PFNOYF➢ O GONSIPUCnox xOIE ` MMESBIRD ON THE FMIN W wOW - IWGTHG LDGnON) 2 SO ETS %15SI3. G. EPEGN.. X WSNNG SIWI ro BE fl[iCGIE➢ SHEETS SNDI3 . FOR Sal DEF . NEW LouTpNl T A A A C -7296 1 -496 g 405 Corridor Program 1 -5 TO SR169 ® STAGE 1 -WIDENING R RLNIry,N NNG RBEP4EP _aileb�- T�LSr„„aTa rorvsmucnorv. tnc SIGN PLAN SN4 HSR nR NUW= /.'// y W41R NFAGaw fiwM PoDYF GYIYA% 1% � � ELt�) ii I II ( � / OtP1 - 1DY _ '� _ -1 � — BXyRW'-NYY �- - -- � __.. _ I - � -- � - xx_�d➢����_s� q o In yL - _ St_ — T ___ _ __ -Si J1a .� _ _L - IIlS �,R ___ _. Bourn - o r- R 3W Sm 7 S� _ ___ ______________________r_______ --------------------------- -y -y © 7 __ a_ _ .___________ Q Y _ -- __ m LANE ii I r 4 x amr i / xu ME aa� I Ii d� ` Fl i � I UtP t r 1 ) I rxv \\ \ NRTCH LINE NNWSRIal 'szFCR URE ____ J 1 T 1 SNF SR t it - aH L \ \ 1 SEE SHEET SN12 ET SN1 bf '�' _ _L ,I K RyYP � 1 LEGEND: CONSTRUCTION NOTES V\tLF' $ EYlsnxG 4YERxEOD sttW ------- Q EX.T. GIGN OND - .P.tc� sF'� y Ew oVEB11FAU 6p1 GNNTE POV O TO RMATS.. ON bIII L. POLE 4 a- EV"M SIGN WXn1EVEIi POST O SEE ITS ... FOR OEfuLa. T NE\Y SIGN G-- - - - - -Q E%.. SIGN BV.0 O- xEw slue IpTE O NM VON BRIDGE GENERAL NOTES - "WSnxc sKN TO BE PFNOYF➢ O GONSIPUCnox xOIE ` MMESBIRD ON THE FMIN W wOW - IWGTHG LDGnON) 2 SO ETS %15SI3. G. EPEGN.. X WSNNG SIWI ro BE fl[iCGIE➢ SHEETS SNDI3 . FOR Sal DEF . NEW LouTpNl T A A A C -7296 1 -496 g 405 Corridor Program 1 -5 TO SR169 ® STAGE 1 -WIDENING R RLNIry,N NNG RBEP4EP _aileb�- T�LSr„„aTa rorvsmucnorv. tnc SIGN PLAN SN4 HSR nR NUW= i- J W a T. 23 N., R. 4 E.., W.\M. � '1 �` 1 v 1 II I I -�_�� \ 17 1111 ` - � -�, __ G 6N ,6G / 11 � V�AA '. IX �� \ \ \ -� -- - _- � �J��� �� SCALE IN FEET _�O\i ('1 -. I I P � tl �d =. �RK -�- P i -`` f'�. iy, F--'�1 rte." 41 - _- I L L 7 � IIII d �� �� `yt �x ____��_ I k x k "i 1 %��W x �—'a�a 1 1 �. -- % --°""" F" ;� -- -- -_ -- i rwE xmrtwr 1 — - ._ ,�i ,D '� x__x__x__x__x_�_'- - .._ _. �I .___.. -._. -_____ _ iyi - - G� EKOIBMNI "__x__x_. . Rr�al - I-- 1- 1— I- H- H -I--1 �- E-- y- t- I-- ��_._`- -• -�'- it -_ ,.. O m� - __ __ - __ _ '� - _ -_ __,i _ _ ______ _ ______ - err, -- -- a- -- - - - - -- - - -- -- -- - - -- - -- - - - --- - - - -�W =M o �� 'Y_ - - -__- - -___ -_ -___ -_ - - - -__ -__ -___ w _% _ _ _ _ __________ _ _- _____- __ ___ _ _____ �T_ �1� LFST L.wE RUSE, AI0 RWA 6 8M'OWVJL4 PYLY w I I I: I -, A��i '� .� II N eI FwE -NmNW7 __ASk+L� bB � — — _ _ �. ..E,....._.^^^�,{I- ¢.1�FP� �:i.i �+ P 1 A -= x -�� - _ I.F'�I _ __ {\-`- ___ _ — ` \. �'M_ --- sr ______-- --- --- - - - - - -`� °- -- _elt___ 'or -'6y� yM _ �' �'i'=�' -, i _- _ _ - - -- ¢ - --- �"_ t.- �_asp� T4'_ ` j w � z 4 LL O O > a _ti _f U O LEGEND: GENERAL NOTES 1. PXOIEC! AN. WVxTNX Ill ENwIING SIGHS WSTW pvEnNEAp AOH - __ -_ -_ -Q PNfiIIM swx NID N�PECIFIEY GA TIE VLwE Ir NEW ..IS EAR SIGH CANTLE49i Po6i 2 SEE SHEER AGI FOR SIGN S'ECR IfiATOX6 INY SHEEIE SXOfSXW Fqi A. RETAIL,. E) N.9 -� W,IING 6RX GAx11.N . - IF NEW 6KN Q- - - - - -Q IXwnw &GN PAIWE HEW 61GN NOR v Q REN 61GN m.G - -IX every A SE ENOVF➢ O 6gIBIRu. XJIE yWeTXG LOGTON� IX� F%6T 60X TI E X¢OCPTL LG ' EW OCOTwx) T -26906 D FILE NAME c:nvaMPlo JVOOaZWnIW+38MHIJYa00 +BEAR n °' P A° SM ��ui °5 P` yy „• -,..W„ 4055 Corridor Program 1-405 1 -5 TO SRI69 PIa6 TINE 4:+9:+0 PY ^°,^°' ^ "° FEDAID PRMIAID N SN5 '"'D010 +D As DESTINE ar aln PLO t�n.`O axnL +XN ,e Xv6 B iQ O 0! e ILFIxGER BERGER I �7° e— R1+sd.`A.E COnsTXUrnoN, we STAGE 1 - WIDENING i DESgNEO BY J.ARELLANO axNxv _ 2'IJ B92 �1dF° ER+ERED BY R. ERPELOINO CHEERED BY N. AGRm" P6BUILi 1y1a MB R'w C -7296 ��'° PRQI. ENGR L HODOSON RFC A"°- SIGN PLAN REGIONAL AM D. DYE REUNION MTE BY J_ W 1 N a ( e I f ^� >t .F 2 I T. 23 N., R. 4 E., W. M. �_ - - - - -- - W1.X + N:. /¢M +y `• n SEE SxFEr an uwXm MINING (rr) C! Tlxmm.a w vylermw C__7 � I I 1 1 r ISr XE 1 ax sF, {uN�I LDGD + T1X{�Aw yuEx '1//, RnvX +Arnie 0 SL 100 SCALE IN FEET I 1 I pX R- BTRUCTME eblG NwGo, TTZT TTTI�� nao. I � � `� R R r 1N� r R l SO _ WIE &/SL4 Mg_ 1 A A A A 1 A I `w - -"- _ -- 1 -CI i - - - -.- 1 �- - - - -- --- -------- - - - -_- -------- JI LEGEND: alo�'J CONSTRUCTION NOTES C__7 � I I 1 1 r ISr XE 1 ax sF, {uN�I LDGD + T1X{�Aw yuEx '1//, RnvX +Arnie 0 SL 100 SCALE IN FEET I 1 I pX R- BTRUCTME eblG NwGo, TTZT TTTI�� nao. I � � `� R R r 1N� r R l SO _ WIE &/SL4 Mg_ 1 A A A A 1 A I `w - -"- _ -- 1 -CI i - - - -.- 1 �- - - - -- --- -------- - - - -_- -------- JI LEGEND: CONSTRUCTION NOTES GENERAL NOTES L� I" EGI OYEWIEPO SIGN --- - - - - -0 PI.T. &GN .0 NESSIC IXI6Ny CANGLESER 1. RMnELo N0 ... ALL F%.. G.A. y IhW OYFPoIFi➢ SIGH CAMS , Pon O... BMIIC . NJ 6BWR3 ANS INEO ON TXE PVH -6 WBnNG SIGN SIGN _ _ CINTIIE"S POST G SB,.... ... O STNCNPE 3. SEE SHEETS SNIC1BIXtt FOR OSM SPESFI N8 S 810H CfTNLA w rfv Box 0-- - - - - -0 F1SENS. SIGN GNOGE xEw Box xorE SEE Na. BAN BRIDGE ® - EAAGNG .. TG 0E PENDYFU O CONSTx11LTON NOTE yEwan q ROCgnmORN E nERCGTED XuOp NEw LMAT C -7295 GAGS AT {FIN4EWR hEh4E0. mg � IB i �SIAIE CU T -2F 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING SIGN PLAN E SN6 2/X 392 - -- --------- - - - -- _- ------ - -- - - -_ _W y _ \ W __ W - - y ' i yX 1 \111 11 I 1 jPl 11 T -2F 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING SIGN PLAN E SN6 2/X 392 f- J_ 7 m Q I II r j —1i � 1 I I I 1 1 I I 1 I I I I I I� j B ME . WEET A BI I lntltl IIIXf XL9RT.' 1 T. 23 N., R. 4 & 5 E., W.M. Y m/ FDIC AD N Rr, 1UNE A9a FusL�.•G Y RF1NR RN I I _x- — — — _,_ GBrooels ax — — _ m W _ _ 4 _ $ �- W .__ .Ne(0.sN9DD.LIN_F...____.____.._ - __________ _ _________ ___ ______ _______ rt W JW S V % + a 81RYCNRE xas F Y m/ FDIC AD N Rr, 1UNE A9a FusL�.•G Y RF1NR RN I I _x- _,_ GBrooels ax m 4 _ $ �- _ 2 .__ .Ne(0.sN9DD.LIN_F...____.____.._ - JW S V % + a F SCALE IN FEET ______I__.__refs �wreooL Ow.r[ „?0.°P ;i`o�u v Lo T✓ I r cj I I G ___v -i 1 o 00 - -- I I • L^ � LEGEND: CONSTRUCTION NOTES GENERAL NOTES EANT. -- - - - - -0 wanrro GAN AGO y NE OVERXEOD &ax LANG `hR . O1 D.PO. ”. zGn i. R%iECi AND I.Wxrux N1 wsnw SIGNS uxPDECnEG ON ME PWYS, HEW 611W MIO E eOi ODCp1AXIGXIMY OFFIGE NILL FWXI9X AND IXaiN1 a' � .. 9B.GGC, Fd 91GN aPECIFPATON9 a XG SIGN ^ GANG POST O„NO %app,IOX G916X8 ON THIS PJBi.ONE PHOYE N19 AND SHEETS SGDISIN FCR 9XW OETUS w% S XEW SIfN Q -Q EYJBTIHG SIGN SHtlpGE O1E GE SIGN . NOPF1' PAT VgNHpa )RSy+, NNFN PoBT IS IXaTAOFO. SON NOTE v HIM SIGN BPoWE -- EGBTNG GAIN TO BE REMOVED O Odl4TXUGTlp1 NOTE �ywexNPOO LOLAipX) EW LCGTIMO PE PFLOCI.TEO T- 26906F FllE MME C:\Y/nTIMro %W1na1BTNW0Mne0]XYBTNDDD SY E06AB. n Plot 8 TYE p:]Y:A PM GGEN GAG FEDAID PROJ.NO. D p L,SN a uFw°�'" an.,.,.�.. 1 -405 $N7 a "'. ey �M W�'D �o AB �''. 4Q�j Corridor Program -5 TO SR169 loos Pw I) ar aY STAGE 7 -WIDENING _ DESIGNED BY J. ARELLANO aMXBw ENlEREO BV R. ERPEMNG m _ CHECKED BY R.OS LL A6oULLT MS ro'II^' °F Na '6A^o"'^. ° °+roxel. ee °T �.A Da Flxc RIB�[AC[N pr r ay 279 PRQI. ENGR LNGDGBON IFC SIGNS E iRISTATE CONNOMMON, P'C 392 REGIDFUL ADM. D. DYE REI /YY)N ogre By C -7295 ,c �-�t'= �,,,,„, SIGN PLAN „XF„ J_ 7 W a T. 23 N., R. 5 E., W.M. I I' ; 1 SCP LE N FEET "x— � 4 o�- - � I - I BEER, BEER, O Wiw1 I 11 _ H R-M I I J ___ "_- - +",5P9PV`-�lYeE9'AgNO pW Rae z D,y, _ r ♦ I MINE MINE d "�. - g.YIMF�_ -�_ eysP'i4y Rs„ox - - -- - --- - -- - ... _--- -•-�_z _t _�b_�.._��_�a a_x - "- -_ _T`_' - -- - I' -- - -- ,61.oaMxAxRx 10_ o_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �p is _ _ _ _ _ _ _ _ _ _ _ _ _ -3, _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 W w um u � � •w- _. --- 0 2. B.TO; '• RNI I -xO -I .2 �y.y I' p EYyT 3 K rEC APoiUV Fit N6M 1N01 �I I W,6 I -pro'.- i I I Y•. -x-' 1� - -- -r�l L T! }I�l,� l In elVUBn__ I I z Rae rm} +w z R-n. I� xN Ial RES. #'L S FI, w..7 l souG, IS, FEE" u I _ 1 x LEGEND: `rte I ; I L 1 1.. �' ------- o xBV wExxFw BRN� NOTE BIlFEWIIB1VRIE. ',II N. xIRNR_ x� EN.,. SON ZS1 Qz FOR t'N.i il! _ ��_x_. -«-x__ l {II ±@ I OO GENERAL O- NEmxu ANERNEURED ON D SEsss �� I Ali _. R� elwl ro se RBaovm 0 salmRUCnEN NoETeE NR�EG..p�iaanaxs III �� 'i - Ralmxo LOCnxwp3 IX18nxG & SE xe.ocnTEo T- 269070 FllE XAYE C:IWOMPm NO!lSbn609691BTNlWR P8 Pl X v. ,...I oa s- •. ' Mnl� r< M� SI.�at�x.mr �..H. q�tNe 4U5 Corridor Program IXGEmR 9ER4ER "'fi6•T° BE �.�u.xivos F M TBISTATE CONSTRUCTION, INC 1 -405 I -5 TO SR169 STAGE 1 -WIDENING Not 9 MME 6:ANt PY '°OR' ^•" FEDAID PRWAO. $N8 Iron WTE wrDmO 70 AS PLOr,eD BY am DEBwNEO BY J.ARELLANO $ «D 392 ExIEREO BY R. ERPELDING na -BBLT _ CMECxED BY x. DWELL NDC 106- MBINIB BEVIabMB WLb}IBB ��••'^^ C•7295 wumlu PRQI. ENBR LxOD(i90N RL MSEME SIGN PLAN REUKI ADM. D. DYE REVIMDx DEW BY H W ch a 1 4� r• I 1 I 1 l 1•r. T.23 N., 1 1 1 1 1 1 1 II /1 1 � I I I I I it II' -- #I s x asp s T Ni % llao O M M I_ Sias _Fk^�x---------- - -- w eNo Zq Jly <Y� i E., W M. o ¢ I I I if I 1 I � r 11,11 1 / p % 'IIIIIIII�IIIII1II yj9("� r7 1 V 1J 4 64 , W �� SCREE IN FEET a,-- -SSE IINE.. ��_..- T SB1Bf W 9� _ _ - - 1 s - � ----- - g Lm5_M M _) --F P2 eve eTg r 19D_ -y- -C+1E5 NNF - /De _y ... w w -_- w ww 2N Jw IW _b_ f '- /: �i •' j" .�inw wxreR nve „ i i i II i5�a N Est YDD) S ^ \\\x`• •'' yki' /� /e \f, / . -- +\ \� XrbEMUV \ TO �=---v Rao ma i li I �x LEGEND: 4 i \+\ 111 11 ;' i /� �i •. I' FSlanxG oYFAXFi➢ sKA -------- p GANTL, 514x ET EARRING xEw orERxEm NGx crxnlavER FEND / . p f' P' gyp. A +V • A ECM n� Wan. sl.x MTIPfl /i WST \\ Rr e G �' I• --��J \ \ - `:• / \ - - NEW SIGN _ fiR4GE REGE o Q USE SIGN RRIWE GENERAL NOTES _-- vlsnx4 smx ro RE nw4om OO Gox3rxucnoN xG1E X- X X -X -X -• \�\ ' A - r 1 1. FAOIKT ARE ....VL W611H6 61GN6 i -1WSTN4 1114anON1 ; . NEE SGISSIF roaER m T- 269071 ` -• I O' XV ^11 .i nr 3. AND 9MEEl9 SIIIOIE. FOR SIGN SELVES ONS 1 e FRTI rune ca .4TwwetJYFNBxmNn:Rwer AN � B.a X 11ME a:a¢u TNr '•°°' ASN FED.AID PROJ.NO. yLT x s ss M'.:a "�4y �°0w"'F"' ° ^ °'I°' -405 $N9 �Te °11°R010 �G Aa o - °�� Res'- -� a 405 Corridor Program 1 -5 TO SR169 1.406 PLOTTED BY " ^ DESIGNED BY J. ARELLANO �� STAGE 1 - WIDENING ENTERED BY R. ERPELOING A6BRLT TNT6 "aFr6e, ° , _ B6i CNECxED BY KOBWELL NK.'Es .°NWND REVNIDNS WO11WB Ip lln uxamxw wFE O"' REC+° _e „'�. FINGER B^ERGER _ $nui ^'A PRIM. ENGR L. HODGSON NC En6NE T 'O x rTO -6rn rE COrvsrxurnon.lnc 993 RETBOruL ADIL D. DYE REVIeax GATE By C -7295 ,< e—.'� ' SIGN PLAN ,,,,, INNNS J_ /5 W ch Q I I +, II II I, II II II z „dw F- WW WZ NO J yl 2q F T. 23 N., R. 5 E., W.M. 5-- - - - - -- e =F�-- ----- _ -- -- — ______ __ TO loo I — -N ti _ SCAIE IN FEET FFFYYY IJ`�- edljtr_`�- 10�_:¢ g I T- A, n I SO __` _ -V_ _ -- 1�1' ___ ____ _ -_ ________ tt� LIZtl a" ��+� —�' WSII el - LEGEND. c4 . O Dusnrm slGx ANO T} NEWOVEPxEaoNGx F' GRNnEEaxR ROST GENERAL NOTES NM swx AGO ,. FROTECr Axo rxuxrmx eu ENSnnG I' EYSnxa slcry CVInLEYER NST EgBEEPFINO ON THE PANS. nfWe "iv 4gg,@II S NEW SIGN Q - - - -- O ESSI NON MOGE Z, SEE BFE£TS SRTSGIS FOR SON SFEOINCATON3 '# �!�aRa M FOR SIGN NEW BIGH IpIE (] 1EW SIGN &iIWE 'WO SHEETS eXO1FH ❑ �- / ;p _IXEGTN. Bin SE PWOVFO OO CCX9TRYCIKH NOTE G \\ =; ��1�SAI8TINO OM) �c� a, \ �xPN LGCJ^iTOwNMTO BE nELOCNEG T- 269072 mu NAME C:IWGMP IBTJVBtlB3NmRpEiBPBT P8 8H tl°6A &tl n µST, ee., � I Plot 11 nRE R:MHe PY VC-72" FEDAID PROJ.NO. n Es..0 o 405 $N70 a° - ^ 40j Corridor Program b5 To sR15s iN1 MIGNJ STAGE 1 - WIDENING DEEIDNED BY J.ARELLANO . ERPEDINO F nFINGIR BERGER .x. 20CHECNED BY N,0 iT r fN1° �T°�° �oxn4 e4\ vmm • -N -STATE CONN-8U-[ON, INC 393 REGIDHAL ADN. D. DYE REYIaox mw a ' , --,�„, SIGN PLAN „ ^„ i Y I I I I I =F�-- ----- _ -- -- — ______ __ TO loo I — -N ti _ SCAIE IN FEET FFFYYY IJ`�- edljtr_`�- 10�_:¢ g I T- A, n I SO __` _ -V_ _ -- 1�1' ___ ____ _ -_ ________ tt� LIZtl a" ��+� —�' WSII el - LEGEND. c4 . O Dusnrm slGx ANO T} NEWOVEPxEaoNGx F' GRNnEEaxR ROST GENERAL NOTES NM swx AGO ,. FROTECr Axo rxuxrmx eu ENSnnG I' EYSnxa slcry CVInLEYER NST EgBEEPFINO ON THE PANS. nfWe "iv 4gg,@II S NEW SIGN Q - - - -- O ESSI NON MOGE Z, SEE BFE£TS SRTSGIS FOR SON SFEOINCATON3 '# �!�aRa M FOR SIGN NEW BIGH IpIE (] 1EW SIGN &iIWE 'WO SHEETS eXO1FH ❑ �- / ;p _IXEGTN. Bin SE PWOVFO OO CCX9TRYCIKH NOTE G \\ =; ��1�SAI8TINO OM) �c� a, \ �xPN LGCJ^iTOwNMTO BE nELOCNEG T- 269072 mu NAME C:IWGMP IBTJVBtlB3NmRpEiBPBT P8 8H tl°6A &tl n µST, ee., � I Plot 11 nRE R:MHe PY VC-72" FEDAID PROJ.NO. n Es..0 o 405 $N70 a° - ^ 40j Corridor Program b5 To sR15s iN1 MIGNJ STAGE 1 - WIDENING DEEIDNED BY J.ARELLANO . ERPEDINO F nFINGIR BERGER .x. 20CHECNED BY N,0 iT r fN1° �T°�° �oxn4 e4\ vmm • -N -STATE CONN-8U-[ON, INC 393 REGIDHAL ADN. D. DYE REYIaox mw a ' , --,�„, SIGN PLAN „ ^„ J_ W N a T. 23 N., R. 5 E., W. M. SCALE IN FEET \ y r/ b A'xy _ i'__ I'm -- - - - ---------------- - - - - /- -_ - -------------- - - _______ ------ - ___- -_- __ -_ -___ RESS jpi '.. LEGEND: / F° ExlsnnG ovwxEAD anx -------- Exo1nG SIGN ANO GENERAL NOTES NEW OVERHEAD SIGN CONfIl R Po 1, P.CT µO NAIMNX NL EA.S. SIOXS LH9PEgFlF➢ ON TXE DAN., 1EN SIGN AND 77 ENSTRG S CNTIFVEA PONT SEE BMEEiB S1S813 EON . S GN ei OX 9PDC ILS IIX1 -w NEW AOH p_______p WSIIXG BIGN GWOC£ AND AIF£T9 9X01 y1M FOR SIGN OEFNIb. NEW AS. xo1[ " p Ne G. SNOOE -- FA18111p SIGH TO BE NEI.NIYEO ' O CONSTROCTOX NOR -i8NI31HG LCGl1IX° % FINBR SI n�N RG—D _ T- 269073 FNE NAME C°WaAWm ecIK'bF1BTNODOMmR011811BTNeDOf FE °N °OBAB.damn I PIOt 12 THE °:ri:51 PM —I RAN I FIND AID PROJ.NO. ° sw sr.,,o °+W° ^'Ty -�• 1 -405 SN11 ATE B11R010 to AE +��•° • N4'sy 405 Corridor Program 1 -5 TO SR169 NOE xoTTEO er em STAGE 1 - WIDENING OEBIDNED BY J. ARELLANO o NN— ENTERED Er R. ERFIRWINO 11n� F NEB ILFIX4Em0.BE0.4ER 283 CNECm ED K.OEWELL As LT TNNO m�x.Aa la wwmN ro ° ^/exsl. RNP rN PROD. FTKiR L. NDDGEDN IFD wpo] C- 7295 „ a Eo '�mrvsrxucnorv,wc SIGN PLAN 3B2 R .I. ADp. D-DYE REVIEKIp DATE ev °1Y° "an MATCH LINE SRt8LNB185 see '00 SEE SHEET sm �} A4SIG— "I XLT M N8a (MOB) ; I Y/ P 4iFXBW LVT— / RNA GGNoaax/sr ya RIGN'NGNG vmr R.a uwFE S Ruxw // 11 I i / 1 11 i b ' ; l I / Inmt l X119t8TA1E JI C -7295 T. 23 N., R. 4 E., W. M. a mawrEn srrren \� �� II I ; � r �I II I, h A k/ / C /L. /1 I llll `x T ...i b CONSTRUCTION NOTES OSEE TFASS... SIGNAL fl... ASSNIGWl 9GN5 ON GENERAL NOTES 1...T AN.. N ALL IXIk1NG aGXS UXSP .". ON TF. RANG. 2 SE BSNE a .Sl8 ON SIGN EPE....A dNOB ECfi SIGN USTII LEGEND: SEA SNERFEAD '6 SSnxG SIGN siGx s N. NEW SAN IgTE - -WSTS. SIGN TO GE fl910VF➢ -VENST M L .oN, �W6NWG gGll TG GE PFIMAIEG NEW LOGMIp SCALE FEET --- - - - - -p WSnNC sox AND cumNEVEn ros —� NEW ANN AND 0-- - - - - -p .. sox BRIDGE V ..N INSENE O i dW81gU4TW NGiE I , , I I I � r I � l� // 11 I i / 1 11 i b ' ; l I / Inmt l X119t8TA1E JI C -7295 T. 23 N., R. 4 E., W. M. a mawrEn srrren \� �� II I ; � r �I II I, h A k/ / C /L. /1 I llll `x T ...i b CONSTRUCTION NOTES OSEE TFASS... SIGNAL fl... ASSNIGWl 9GN5 ON GENERAL NOTES 1...T AN.. N ALL IXIk1NG aGXS UXSP .". ON TF. RANG. 2 SE BSNE a .Sl8 ON SIGN EPE....A dNOB ECfi SIGN USTII LEGEND: SEA SNERFEAD '6 SSnxG SIGN siGx s N. NEW SAN IgTE - -WSTS. SIGN TO GE fl910VF➢ -VENST M L .oN, �W6NWG gGll TG GE PFIMAIEG NEW LOGMIp SCALE FEET --- - - - - -p WSnNC sox AND cumNEVEn ros —� NEW ANN AND 0-- - - - - -p .. sox BRIDGE V ..N INSENE O dW81gU4TW NGiE T- 269074 1 -405 plot 5 1 -5 TO SR169 SN12 1405 STAGE 1 -WIDENING zlN SIGN PLAN 92 _j W Q E, -+ O 1B "E 5 "EM EM ,6 "EM 16'EM 12 "E +� EXIT j 1r'E 16 6 "EM t 181 SOUTH T Tukwila ,E "EM W Valley Hwy 1E "EM EXIT ;f ONLY Ho 6 pRRGW E4W1 (YW) CID X. ® Tukwila ® Station NEXT RIGHT EAIM O EXIT 1 181 SOUTH Tukwila =E EXIT W Valley Hwy ,rE 1/2 MILE E, -+ O 1B "E 5 "EM EM ,6 "EM 16'EM 12 "E +� EXIT j 1r'E 16 6 "EM t 181 SOUTH T Tukwila ,E "EM W Valley Hwy 1E "EM EXIT ;f ONLY Ho 6 pRRGW E4W1 (YW) CID X. ® Tukwila ® Station NEXT RIGHT EAIM O EI-001 Dbd01 Et -t M a CSA j 11a EXIT 2 Yr ro W. 167 SOUTH s-em 411E +E.EY ARROw 9ouxG rRAxsIT HDRTN 'Bellevue 1a.r Renton 1s -Em m Auburn +6 -M + =E EXIT i/ ONLY + —k 1W 1111 E61A MW) LG-Ma (MW) Yi (MDD) otsot R38 mm) E mm) 17 6 EXIT 2 E,k ,rFEI r.0- ,�„ Renton 16 "EM Kent 1 .> EM 167 SOUTH m —� LIND AVE SW rD Rainier Ave S + < -EM Rainier Ave S +33 °EM §� EXIT USE ER IT 2 of Renton +rEY 616.82 xo.e ARROW Auburn +rEY XOE EXIT X ONLY + =E Ik E A(MOD) D;s01 E6¢ BB ER10+ E 1 (NOD) O O _ T- 269075 FILE fUNE C:IWOxt1Pm e1Bf.IVWpTtlmWIIaNBTJraW2 DE 8N �OBAB. Sx. Ei w..unr.•aw PIm t FEDAID PROJ.NO. u 1 I -4U5 SND1 DATE BMt010 10 AS %- 4Q�j Corridor Program 1 -5 TO SR169 �$ PLOr1ED BY J. `~ STAGE 1 -WIDENING DEaMix$D eY J. ARELLANO o,.k`�.y` p _ ENTERED BY R. ERPELDING ABBULLT TMNp Yg a x.� W 5 Fhiqu E� IIiINGER BEPLEP $3$ CNECNED BY K.OSWELL XDC 1M- ME awx gEYMpW osa6wM wxnucrw �ma� PRQI. ENBR LNOOG80N IFC Exaae L..T.�6 I !n Y rn,.stere mnsreucr on, we SIGN FABRICATION DETAILS .32 REOM)IML ADM. D. OYE REWB mm BY n ��0 ,YB =E EXIT rE1k 1 � 1Y'EY =E EXIT U "E SOUTH 1YEY 181 'g SOUTH i Tukwila 6EYCNRISTENSEN IVT RD r•D V ,1'EM W Valle y V Hw 1ERY Renton M :E 1 Auburn M +/ EXIT ONLY 1E1k 111 mt 1 MILE +1-E EI-001 Dbd01 Et -t M a CSA j 11a EXIT 2 Yr ro W. 167 SOUTH s-em 411E +E.EY ARROw 9ouxG rRAxsIT HDRTN 'Bellevue 1a.r Renton 1s -Em m Auburn +6 -M + =E EXIT i/ ONLY + —k 1W 1111 E61A MW) LG-Ma (MW) Yi (MDD) otsot R38 mm) E mm) 17 6 EXIT 2 E,k ,rFEI r.0- ,�„ Renton 16 "EM Kent 1 .> EM 167 SOUTH m —� LIND AVE SW rD Rainier Ave S + < -EM Rainier Ave S +33 °EM §� EXIT USE ER IT 2 of Renton +rEY 616.82 xo.e ARROW Auburn +rEY XOE EXIT X ONLY + =E Ik E A(MOD) D;s01 E6¢ BB ER10+ E 1 (NOD) O O _ T- 269075 FILE fUNE C:IWOxt1Pm e1Bf.IVWpTtlmWIIaNBTJraW2 DE 8N �OBAB. Sx. Ei w..unr.•aw PIm t FEDAID PROJ.NO. u 1 I -4U5 SND1 DATE BMt010 10 AS %- 4Q�j Corridor Program 1 -5 TO SR169 �$ PLOr1ED BY J. `~ STAGE 1 -WIDENING DEaMix$D eY J. ARELLANO o,.k`�.y` p _ ENTERED BY R. ERPELDING ABBULLT TMNp Yg a x.� W 5 Fhiqu E� IIiINGER BEPLEP $3$ CNECNED BY K.OSWELL XDC 1M- ME awx gEYMpW osa6wM wxnucrw �ma� PRQI. ENBR LNOOG80N IFC Exaae L..T.�6 I !n Y rn,.stere mnsreucr on, we SIGN FABRICATION DETAILS .32 REOM)IML ADM. D. OYE REWB mm BY n ��0 _J W N Q ,rEA 167 SOUTH 1 =-Em ,fi "EM Ke n t J1 nailow 16 EM Auburn E6,01 E rm ,6'Em Renton r js aaaow NORTH I— TALBOT RD 5 aro m Rainier Ave "Tr EOd01 (A001 t00e SOUTH im a Portland 16 "Ey ,are 3/4 MILE 1rE E1d 1+3 E &t01 O E 10+ 03 T NORTH Seattle Southcenter Blvd EXIT * ONLY EHO, 11J EF, (YDD) O MS01 O 1rE EXIT , ,e "E SOUTH 81 ;S =EM 1 Tukwila 16 1Em W Valley Hwy 1fiEm ,6 -E J MILE ,3 -E E, -1 `Ba 16-0' TRAFFIC ADVISORY +� R TUNE 530 AM +rD WHEN FLASHING rD 1S "E 4•d" NORTH '6 EM M 2. EXIT ROARROW CIA ONLY ,:E ,E -EM EXIT ♦ ONLY +rE lk E61A (WD) IN 13 "EM ,rEA 518 WEST 11 EM ,fi "EM Sea - Tac Airport 'fi•Em Burien 16 EM IrE 4k EM (ADD) NO R AK12 (ADD) H T NORTH Seattle Southcenter Blvd EXIT * ONLY EKOt 110e ,MEA ,rEM ,ra 1rEY ,re�k D6104 (ADD) O E•r LEFT WE Erb (AOD) N+A Ni OMPTS ero STa +rD R M (0 ) CH) mmm I — 181 SOUTH IS �a<<• >,kHy • 0°1'°"M1Am^d1 4055 Corridor Program 1 -405 1 -5 TO SR169 STAGE 7 - WIDENING 1p 13'E WE 1/4 MILE I =E 'leer b16'E" 12 EM H '6-EM 10'EY NORTH Seattle 5 1 MILE ;1 ET • �sr• 'remrvsrnucnon,mc SIGN FABRICATION DETAILS +rE k ♦ EXIT ONLY EOd01 (A001 t00e SOUTH im a Portland 16 "Ey ,are 3/4 MILE 1rE E1d 1+3 E &t01 O E 10+ 03 T NORTH Seattle Southcenter Blvd EXIT * ONLY EHO, 11J EF, (YDD) O MS01 O 1rE EXIT , ,e "E SOUTH 81 ;S =EM 1 Tukwila 16 1Em W Valley Hwy 1fiEm ,6 -E J MILE ,3 -E E, -1 `Ba 16-0' TRAFFIC ADVISORY +� R TUNE 530 AM +rD WHEN FLASHING rD 1S "E 4•d" NORTH '6 EM M 2. EXIT ROARROW CIA ONLY ,:E ,E -EM EXIT ♦ ONLY +rE lk E61A (WD) IN 13 "EM ,rEA 518 WEST 11 EM ,fi "EM Sea - Tac Airport 'fi•Em Burien 16 EM IrE 4k EM (ADD) NO R AK12 (ADD) H T NORTH Seattle Southcenter Blvd EXIT * ONLY EKOt 110e ,MEA ,rEM ,ra 1rEY ,re�k D6104 (ADD) O E•r LEFT WE Erb (AOD) N+A Ni OMPTS ero STa +rD R M (0 ) CH) mmm I — FEDAID PROJ.NO. 2 .y�,,+ ® �a<<• >,kHy • 0°1'°"M1Am^d1 4055 Corridor Program 1 -405 1 -5 TO SR169 STAGE 7 - WIDENING 1p SAS + •.F 0.E1 gt 'leer m ILFIN4Efl BE0.4E0. _ �� � 0-7286 m LO � • �sr• 'remrvsrnucnon,mc SIGN FABRICATION DETAILS SND2 1405 Al Y J_ m h Q PEM NORTH +M: 1r M 5 T SOUTH t, = "EM 4 ONLY 1rE : Portland +< -EM " "x EXIT R ONLY Nom, R }1b1(IM)Dj HE NORTH Southcenter Seattle Blvd EXIT X ONLY Ecz MD) CH) 16 "EM 16RM 1r XO.e ARROW Ell 119Ef NORTH Seattle Southcenter Blvd EXIT X ONLY E (WO) 1 WEM tSEM Irm lVEM 1rE xD. e ARROW Ik 'T� 518 WEST SOUTH Zlm 18 EM Sea - Tac t6 "EM Airport Portland 16 "EM 16 EM Burien E &R (MOO) Y T- 269077 FIE MME C:tWO 60WAbIBTJX000Xm60]RbIBT SNb K n 6///�''��. 4� '�gj rt off" 1,�i'oe Sµ SIB `` ar •.n, °�y g j D '°"� _ w.ru.m ewu �°i^°"v ° "^"°'°' 405 corridor Program m Rllxc6n BEPGER ""'O "'' °� T. M TM -sTAT6 consTxuf.TlDn, LYC 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING Plot TIDE 6:60:00 WE ^°°' ^•" FEDAID PROJ.NO. $ND3 Id06 N16R010 10 WAS .0. DdIBNED Er J. ARELLANO �'� RB] 392 ...,, ENTERED MY R. ERPELDING AB&IILT M10 CHECItED BV R OSWELL X00 1q Imme @^""`�'� C_7296 ��" �^ FRO.I. ENOR LHODGEON K W61p0 6q SIGN FABRICATION DETAILS REGIONAL ADM. 0.DYE REVMX)N DATE Br MJ_ ,W^ V/ a PIPE CAP - TACK M. TO PIPE 4 PLACES (OR ALTERNATVE. APPROVED BY ENGINEER) SIGN -MAX. AREA . GO.Ff I BRACE - VMEN REQUIRED n O Q 4' DAM. STEEL PIPE UUITM A53, GRADE B. TYPE E OR S) b EARRIER MOUNTING BRACNEF A g b e D • D- CONCRETE BARRIER Q TYPICAL SECTION BARRIER MOUNTED SIGN SUPPORT NOTES 1. PAN � b ZEV wvhtlleam uM 'R' TaM Yi' NANUtl eyaq. rwMm•Ipre mmKl�YT^a IIIwIV YYq.4tl Yry NVxWs A AAADwNaN p b I®1 In Yi itlm wl]s1 AAA •Nxn . YMNhbJOn 4 hvYlm EnMr Y1w• eM16 W Yai6Nn NY�1 wlm IrMIY wYm. [Al rpn Y.11 ww^am b &xAVp P38.f ¢ oeew Awn m pMNm en mmm� T YM MYn. Wfe an wLLal WY b•V}e nwnYl m p pxLbMb• xbs Nn fOR. T 17 12 STEEL PLATES (ASTM Am MP) A, B'FOfl SINGLE SLOPE LONC. BAARIER 10K'FOR MOMENT BLAB B9HRIER 217 DUW. HZ// IN TOP PLATE TOP wEw 1 17 P DAN, STEEL PIPE SEE CONTRACT FOR 42' STEEL PLATE `MTN CAP PIPE LFNGTX IASTM AMB ll CONCRETE BARRIER CONCRE E J HARRIER BEE NOTE 4 SIDE VIEW BARRIER MOUNTING BRACKET SEE NOTE 2 SEE CONTRACT FOR SIGN POST - 2 1T SQUARE POST LENGTHS `• PERFORATED STEEL TUBING • 1 T x T SO. STRUCTURAL •1 STEEL TUBING(GIVE TXIC19 yV- ST.L •m,�H C uc LS. ML TM IAS ABOGGRADE BI 1-485 1 -5 TO SR169 STAGE 1 -WIDENING W DWAETER x S T2' •1 STAINLESS STEEL HIX B°LTTVUIM WASHERS 1 FEDAID PROJ.NO. 1 DATE BXerm1B •1 DRAIN HOLE [A57M A PLATE GG AM) /'o 217 DUW. HZ// IN TOP PLATE TOP wEw 1 17 P DAN, STEEL PIPE SEE CONTRACT FOR 42' STEEL PLATE `MTN CAP PIPE LFNGTX IASTM AMB ll CONCRETE BARRIER CONCRE E J HARRIER BEE NOTE 4 SIDE VIEW BARRIER MOUNTING BRACKET SEE NOTE 2 SEE CONTRACT FOR SIGN POST - 2 1T SQUARE POST LENGTHS `• PERFORATED STEEL TUBING • 1 T x T SO. STRUCTURAL •1 STEEL TUBING(GIVE TXIC19 yV- ST.L •m,�H C uc LS. ML TM IAS ABOGGRADE BI 1-485 1 -5 TO SR169 STAGE 1 -WIDENING W DWAETER x S T2' •1 STAINLESS STEEL HIX B°LTTVUIM WASHERS -. FEDAID PROJ.NO. 1 DATE BXerm1B •1 DRAIN HOLE [A57M A PLATE GG AM) /'o CONCRETE J SIDE VIEW HARRIER SEE NOTE 4 SEE NOTE 5 FOR SQUARE TUBING SIGN POSTS SUPPORTING SIGNS VATH A MAXIMUM AREA OF 8 SOFT OPTIONAL "MANUFACTURED" BARRIER MOUNTING BRACKET fi Y4' VDMM- HOLE (OR AS DIRECTED BY EPDXY MANUFACTURER)WTTH VMIN. END VIEW EMBEDMENT FOR BOLT ITYP) T- 269078 PUS NAME C:LWOX MLTJVWOTAng23EXBTJVOW2 4 M n q < ^ A s ♦u V4 yV- ST.L •m,�H C uc LS. ML w .w.m T o° 2.21_E�R,.G 5 Corridor Program EA ';°"P•m • TR-Sf41f <ONSTRUCTION,INC a —a- -n 1-485 1 -5 TO SR169 STAGE 1 -WIDENING Plo14 TIME 4A:12 PM I®" ^�`° FEDAID PROJ.NO. Soo DATE BXerm1B 1D AS PLOTTED BY aIO BY B am Y� 292 ENTERED ENTERED BY R ERPELDIND R EWEI IN exECKED BY RD$WELL AbBMLr TNXB aoxY.cr.¢ D_T2B8 wnml x¢ PR0I. EMGR. LNODUNI a MWB SIGN DETAILS REGIONAL ADM. D. DYE REVIBNW MTE eY J_ W N a SON 15B 9pN 81A 8R BIC SIGN ]BA SEE RAQUE SEE PIAOUE SEE PLAQUE BEE G78A MOIINIING DETAL MOUNTING OETML MOUNDING pETNL MWNIMG DETAL SIGN 15A SIGN M SIGN bB SIWI ]8 BOLTED /ZBFR CONNECTION SIGN 111A SIGN 11" SEE PIAWE SEE PUGUE PIAOUE FACE MOUNNNG OETNL MOUNNNG DETAIL Y A- UMINUM ANGLE 1 _ (MUST ESEEND TO CONNECT TO A —Z MINIMUM OF 2 `MNDBEAMS, OR 1 1 WNDSEAM & 1 Z -&9R, OF THE GUIDE SIGN.) SIGN 111 SIGN 118 VANDBEAMS OR Z-BAR MGM FACE POST, OR WBEAM, _ OR VERTCAL Z -BAR PLAQUE MOUNTING DETAIL FOR SIGNS WITH WINDBEAM -END VIEW T- 269079 FRP NAYS QMft . JVW 5bnMD!M BTJVSWY DE SN x85o1B. a s `' x 6^�oF tax n SM. ST,� �Mtw "m� °'ry ` %' I y _ �°1°�itl� ^°"° 405 Corridor Program NFINGm BEGGS :s^'TE'�b.r M rx�srere consraucrlon, INC �BOef^ 1 -5 STAGE I -405 TO SR169 1 - WIDENING Plot 5 84UM - ^ "` FEDAID PROJ.NO. SNDs DDANiE Zr 1B As PLaTEED Br ea DEBM3NE0 BY J.ARELLANO awe 289 6 292 ° 18 CHEERED BY R. ERPELOING CHECKED, BY K.OSWELL A &&ILLY TI&NB MB��° L..�ZS5 uti>ao PRO.I. EMGR. LNODGSON BD H+Mw _ SIGN DETAILS REGICEb1L ADM. D. DYE INVASION! MlE BY J_ m a SIGN NO. 113 TMV9 WAY TMVEL WAY (BE 1205 OFF FIRMS TO SOU HCENTER BLVO.J NOTES 4IRST P.B. OF 6NW G. eT b/ABJYE HIGNES" POINT 6 CORRESPONDING TRAVEL VNY. 2. SIGNS 61W1 BE MOUNTED IG TH WTTOJ AT ZEST 0 BELIX4 MRGGNG SON BRIDE HMN CENTHRUS E G &WI6 G .V1 BE MOUNTIE➢ LEVEL. II NIONEI). l GONE SH BE MOUNIEO CENTERED OVER CORNESPONMN3 TRAVEL Ally S REMOVE %STOO GONE. MOUNTING W SIGN UGHTS MID �L COMPoENIS FROM ENSlIWWE S. EW S�IGU6 PENT bEiD.PVN GG .G NEW SIGN LAYOUT DETAIL - EXISTING (MONOTUBE) SIGN BRIDGE I. -5 BTAl. 1WBNR'B DRILL T /15' LE, DWX O'DEEP HC INSTALL 3 /S' STNNIESS BOLT MATH APPROVED EPDXY. MININMUM S ANSHOR BOLTS PER SIGN. y MUST HIXE LOCATIONS SLIGHTLY TO M185 REEAR. DRILL Z SECTION AND SIGN PANEL AFTER INSTALLING EPDXY SET ETHOS SIGNS NO, SB- AND No. 92 5 116 - STAINLESS SOLT, WASHERS, AND LOCK BUT (IYP} Z SECTION TO SIGN PANEL. I I alb I I I LIND AVE. SW UNDERCROSSING SIGN MOUNT TO BRIDGE COLUMN GIS -- 1L E WIM[f 1Y LOUmI xa N S C -7295 W CONCRETE COLUMN DRILL 7116 'DWX TIDE ADJUST HOLE LOCATIONS: TO MISS REINFORCING ST INSTALL 318- STNNLESS THREADED STUD VATH APPROVED EPDXY. E%ISt. COL APPROX. ra oR rs DM ypd 3 118'N1 111'FUT BAn (WLVANIZFOI ILFIX4m WEA4ER 'q /O • TRESTATEC4 1 -405 1 -5 TO SR169 SND6 1406 STAGE 1 -WIDENING 290 SIGN DETAILS 392 6 'R EPDXY SET STUD SECTION PER STD. PLgN G-M •- yT� 61Is - TNNIESS BOLT. 3 2 WASHERS LOCK GIFT ITTP.} Z BAA TO SIGN PANEL AND H Z W TO SPACE. AJ.UMINUM SIGN PANEL • FOR 5'-0'HIGH SIGN PANEL, PLACE THIRD Z BNi AT MID HEIGHW, 61ST AVE S UNDERCROSSING SIGN MOUNT TO BRIDGE COLUMN N.TS ILFIX4m WEA4ER 'q /O • TRESTATEC4 1 -405 1 -5 TO SR169 SND6 1406 STAGE 1 -WIDENING 290 SIGN DETAILS 392 J_ 5 W //6^^ v/ a POST To BEAM CONNECTION, TVP. SEE DETAL (E) VARIABLE MESSAGE SIGN TB exs itN" BFAM t.,y. (E) VERT.4BFAM TVA. 11 II II II II II I II I II II EKRnNG VYS 810N (E)2- BMCKETS � II II II II II — HtJ _ 1 �t PLATE IW i P i D'8 1 I I I I TS 6x 6 x t10" M6" DIA. A367 IN 1 1 1 I I I I I I I I I I tN sOTTED HOLLES W) 6i)d i °'d 4a. (E) VERT. LBEAM i tBFAY, 1 TV . TVA. SEA. TO SIGN CONNECTION, WE CONK b ry I I I i SEE DETAIL 6 6 IS x i +N• SITE 6VAx Md 1IT (4)YI1260 POSTS I SECTION III 111 III III acVe ,? ° ,•P PLATE 1N° i 4" i yd' ai III III I I Ili Ill III Ili BEAM TO SIGN CONNECTION DETAIL III III III WE PIER,TVP. aCN6 T °,'a III III ill I I b III III II II I I I 1 I II III I I III II II II i C TxREE li III I Iu i i ili III III wttao +u• siDEs III I Ill I I III III LBx6iNf6 x V 4" II II LhhR18 z M-0" SIR LBrb611S z Pd" II POST I I TS 6z a x IN TS IA 6 i IN 6 SSY ID Bx Ba 1N TEMPORARY VMS ELEVATION - - - -- — __ _ --- — - - - - -- — I II - - - - -- I aw6 uF- Tn I I I I t• I I I I I B MEE IN. 1N• SIGNS COF PIER. TT' II Lai41O1S i GY 1NREE f POST TO BEAM CONNECTION DETAIL ll6 SIDES SECTION Mu.er r" ra SECTION O acne: +z. tv T -26907 B FILE "HE C:1WOMxPm JVOpDlIOnWRE691BTJVaoai DE SIR M6AB n s��- '�''�, = "` a ee �J,�µ'w.k5 _ �4' °"s °-�°"" Q�Qrj Corridor Program 1�6 I -5 TO SR769 IT ME 4M,V PY I I I —I I FED AID PRalAID. SNT7 DATE wwaolD Io As PLOTTED BY tlb s�a,�Ex°` rt $ a c+° 6 1O NHxcFmR BLnc6n ,.,,, '�z- Pscca^°• M TRIS TE CONSTRUCTION, Inc STAGE 7 - WIDENING F606 DESIGNED BY A. KUSCHELL _ LgI U2 °—x ENTERED BY J. HAMMOND CHECKED BY P. BOULTNGHDUSE ABdMLT nMl6 M °°"""'° C -7285 '°"'°"" PROJ. ExDL I_IK)DGSTXI De B+� TEMPORARY VMS DETAILS IL ADM FRE D. DYE REVMNTN D6,TE BY P'""°^ J_ W ,1^ V/ Q LINE SIGN NO. 14A SIGN B4' -r ELEVATION LOOKING AHEAD ON STATION POST ERECT ERST SET gPD 'B' x N TRANSVERSE {0 L ROWY, FROM RECTANGULAR TUBE VERTICAL AT p BEAM. SEE DETAIL B SEE DETAIL M511A I � MSIOA I SHOULDER SWITCH LOCATED NEAR THE SHOULDER ER OF ROADWAY ON THE SAME SIDE OF THE BEAM THE SIGNS. I SEE NEMA BR TERMINAL CABINET CTRIC DETAIL DELETE IF NO ELECTRICAL � ITEMS 0 THE SIGN STRUCTURE). MONOTUBE CANTILEVER TRUCTURE NO. 1 E405 LINE 5TA 1090+00,)&4.25' RT. CAMBER SPLICE PLATES NORMAL TO BEAM — " g HORIZONTAL I fi vast BEAM CAMBER DIAGRAM SHAFT FOUNDATION SEE SHEET M912A EXIST. f GROUND NOTE: FOR DIMENSIONS NOT SHOWN SEE TABLE STANDARD MONOTUBE CANTILEVER SIGN STRUCTURES, BHT. MEDIA TIME SAB:W PM '°®' ^•" FED.AID PRWAO. ¢. a w �• ^ro^°+^ 1 -405 DATE WN2010 wo 2EjP NIS2A PLATTED BY me +D AB : j Corridor Program I -5 r0 SR169 H06 OWUNED BY A. DIEMCx /,S BUILT 7me YB ENTERED BY C. SCHREINER BTA MEN Sae S ND SPAN FWT BRIBRIIS RB �~� . i m .w.. STAGE 1 - WIDENING peE �` LFIN6Eq BERGER RRMRI 'dBi CHECKED BY R TURPINR_ SHANG SHAFT ELEV. REf. WALL DC b wn^"n �^ uti� wa air WS 'J�" PROD. ENGR LHOIXiSON IFC 11MBIBT RB C_-rZ� T D • i.I ATeWNSTROCIION,ENP m REmoNAL ADN. D. DYE REYWION DAre BY " e -w.... NIONOTUBE CANT. SIGN STRUCT. NO.1 H PJ_P� W ,1^ V/ Q $PAN LENGTH POST BASE Qa' BOLTED SPLICE I1 L1 TO L2 AND M TO L3 STANDARD MONOTUM 510N 13ROGE5 "5" "DM LEGTH '19' POSTS Q BEAM A Q "52' BEAM B Q "54" "T4" BEAM C Q 'S1" "H" "A" "5' 'rP "TS 1/T "C" "TT "L2' "B" 'C" 7T 'LS" "B' "C° 'T2' CAMBER 60'-tl' TO 6 1'6" 2' -3" 1/2' +6,W2 3/4" 2' -0" 3/0" 9' -O" TO T 2,,, 2' -0' 3/5' 30'-' 0 2'3' 2' -O" S /S' 3314' 95'-0' OR LES6 9 LES I.C. 351-9 $PAN LENGTH POST BASE Qa' BOLTED SPLICE I1 L1 TO L2 AND M TO L3 BOLTED SPLICE 02 L2 TO LB MAXIMUM SIGN AREA "5" "DM 'S9' '19' "i3" "T6" "SM "52' "53" "54" "T4" 'T5" 'S1" "5T .11, "54' 'T4" "TS 1/T 60' -O TO 95• -0• 1 3/4" 4 4 2 1/4" 3 /y' 6 - 5 - EP 5/B' 6 - 5 2 1/4" 3/4" 600 $0. FT. Q DENOTES MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS STANDARD MONOTUM CANTILEVER 51GN 6MICTURE5 LENGTH POSTS Q BEAM A Q BEAM S Q •S• nH• •A• •0" 71• •LY •B• ••C "T21 Y2• S. •C• 20110" TO 30' -0 0 20' -0" TO 30'-0' 1' -6" 2' -0' 1/T 6' -0' 2' -0' 2'. O' 3 /B" 14' -0' TO 2' -0' 2'-0' a 30' -G' OR LE55 24, -0„ SPAN LENGTH POST BASE • BOLTED SPLICE II O TO L2 ANO L110 L3 MAXIMUM SIGN AREA 11 "DY• ••S5• ••56• "TS" "Tb" 'S1" -Sr "55• •S4• •T4• "T9' ALL SHAFT CONCRETE SHALL BE CLASS 4000 P 20110" TO 30' -0 0 4 4 2' 3/4' 5 S 5 3 21/0 We 252 5Q. FT. Q DENOTES MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS - FOR BARRIER MOUNTED MONOTUBE SIGN STRUCTURES. $EE BASE PLATE DETAILS ON SHEET M513A LEGEND IDENTIFIES SECTION, VIEW OR DETAIL 15 TAKEN OR SHOWN ON SHEET 15 B TAKEN OR SHOWN ON THE SAME SHEET C -7296 I I GENERAL NOTE5 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION (ENGLISH) DATED 2006 AND AMENDMENTS. 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACK - -UP PLATES OF W' MIN. THICKNESS. 3. THE BALK -UP PLATES FOR ALL FULL PENETRATION WELDS SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE BACK 01OE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT OF THE FULL PENETRATION WELD. 4. ALL BOLTS. RODS AND RELATED HARDWARE SHALL BE GALVANIZEO AFTER FABRICATION PER AASHTO M 232. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. SIGN PANELS AS SHOWN IN THE CONTRACT PLANS SHALL BE INSTALLED WITH THE SIGN STRUCTURE OR IMMEDIATELY AFTER THE SIGN STRUCTURE 15 ERECTED. 2. FABRICATE BEAM TO PROVIDE SMOOTH PARABOLIC CAMBER CURVE FOR SIGN BRIDGES, STRAIGHT LINE FOR CANTILEVER SIGN STRUCTURES. SEE CAMBER DIAGRAM. DO NOT SHIM AT BOLTED SPLICES. 6. FABRICATE POSTS STRAIGHT. 9. MATERIALS SPECIFICATIONS: ALL STRUCTURAL 5TEEL. EXCEPT ASTM M12 OR. 50 OR AS OTHERWISE NOTED ASTM A 58B ANCHOR RODS ASTM F 1554 OR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR.1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS ASTM A SOP MOUNTING BEAM BOLTS AASHTO M 164 COVER PLATES ASTM AM ALL SHAFT CONCRETE SHALL BE CLASS 4000 P EXCEPT 4000 W WHERE NOTED. ALL OTHER CAST IN PLACE CONCRETE SHALL BE CLASS 4000. 10. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE DETERMINED FROM ROADWAY GEOMETRY. THE DE51GNIOUILVER SHALL VERIFY ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO COMPLETION OF THE FABRICATION OF THE STRUCTURAL STEEL AND DOCUMENT ANY CHANGES, 11, SEE OTHER PLANS FOR CONDUIT PENETRATIONS AND HAND HOLES. REFER TO ELECTRICAL PLANS FOR INTERNAL ROUTING OF CONDUCTOR5. CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE SIGN STRUCTURE. 12. POSTS, BASE PLATES, BEAM5 AND SPLICE PLATES ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AMP SHALL MEET THE LONGITUDINAL CHARPY V -NOTCH TE5T5 A5 DESCRIBED IN SECTION 6'03.2 FOR AA5HTO M 270 MATERIAL. NON- DESTRUCTIVE TE5T ACCEPTANCE CRITERIA SHALL CONFORM TO TENSILE MEMBERS WITH CYCLIC LOAD. DESIGN CRITERIA 1. THE SIGN STRUCTURE DESIGN AND ANALYSIS HAS BEEN DONE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AMP TRAFFIC SIGNALS - FOURTH EDITION - DATED 2001 AND INTERIMS, USING 90 MPH BASIC WIND SPEED AND 50 YEAR DESIGN LIFE, THE FATIGUE DESIGN OF THE STRUCTURE CONFORMS TO FATIGUE CATEGORY 1 OF THE AASHTO STANDAR05 SPECIFICATIONS. 2. THE MAXIMUM SIGN AREA ON A STRUCTURE SHALL BE AS NOTED. 1 -405 1 -5 TO SR169 MS3A 14% STAGE 1 -WIDENING inBEacEa ° ' -a 383 1 rlxc •'al xrnrc corvsrnucnon, NUC 398.22 '�}•"�' /- ' ',....<....., MONOTUBE SIGN STRUCTURES F- J_ IW V! Q ISOLATION SWITa SHOULDER OF RI SIDE OF THE 0E SEE NEMA DR TI DETAIL /DELETE ITEMS ON THE E �£a05 LINE C SPAN Ty� CAMBER =M" kf WLEVEL _ i �GAMOER x 0J5 � sTa S BEAM CAMBER DIAGRAM f SHAFT FOUNDATION C-7296 MONOTUBE SIGN STRUCTURE NO.2 E405 LINE STA. 1095 +20 0 �4 ID NOrE: FOR DIMENSIONS NOT SHOWN SEE TAOLE STANDARD MONOTUOE SIGN BRIDGES, BHT. MESA f0' AT 1 -405 1 -5 TO SR169 STAGE 1 - WIDENING MONOTUBE SIGN STRUCTURE NO.2 M94 392 J_ m N a £ SPAN LAMBEF =3i4` tT' MONOTUBE CANTILEVER SIGN STRUCTURE NO. 4 I -405 LINE STA. 1132 +50 LEVEL _. ILAMBER x 0.75 � I m i � I ;� NOTE: 5/O FOR DIMENSIONS NOT SHOWN SEE TABLE STANDARD MONOTUBE SIGN BRIDGES, O SNT. M53A BEAM GAMBER DIAGRAM C-7295 I O T -26907 F 1 -405 al't, j Corridor Program 1 -5 TO SR169 MS6 d05 STAGE 1 - WIDENING BE0.4E0. n u� 365 rTRI -II ATECONETRU 0N,MC MONOTUBE SIGN STRUCTURE NO.4 3.:2 J_ M� W N Q m MSIOA 140.5 1- 5YMETRICAL BARRIER d POST MEDIAN BARRIER 6'- 0'x5' -7 MAINTENANCE WALKWAY. SEE STO. PLAN G6, AND G -6y SIGN NO. 62A SIGN NO 62 51ON NO. Cl VM5 T MAINTENANCE I CE: WALKWAY. WALKWAY. SEE SID. PLAN 6-6, G -6v, AND BHT. M57A MAINTENANCE WALKWAY ON BACK OF STRUCTURE, SEE T0. PLAN � 0-6. G -bn. AND BHT. MSJA PAVEMENT SIGN LIGHTING FIXTURE (IF REQ'D.) SEE stD. FLAN 6-9e APPROX. ELEV. 96.27 € POST I SHOULDER OF ROADWAY ON THE SIDE OF THE BEAM AS THE SIGN SEE NEMA BR TERMINAL CABINET I DETAIL. (DELETE IF NO ELECTRIC, ITEMS ON THE SIGN STRUCTURE). x'17 RECTANGULAR TUBE I SEE DETAIL q I MSIOA 1.0 ELEVATION ' :, j �1'D SLEEVE. CONSTRUCT Q SPAN LOOKING AHEAD ON STATION`. REINFORCED FILL CAMBER_3 *" zF }. AROUND SLEEVE. ` *\�� CONSTRUCT SHAFT < IEVEL� I/ € CAMBER x 095 MONOTUBE SIGN STf;UGTURE N0. 5 NOrE: CO.PIrFtY FILLING LOMPLETEIS SLEEVE p 1 -405 LINE 5TA. 1137 +53 FOR DIMENSIONS NOT SHOWN SEE TABLE SLEEVE WITH SHAFT STANDARD MONOTUBE SIGN BRIDGES, CONCRETE. i w - BHT. MS3A • • �� I REINFORCED FILL BEAM CAM TOR5ER DIAGRAM 1 - 269080 RLE NAME C:IWPNM WTJV0003W nsI%NM91EBBTJVOPSMB .dW THE 3:10:30 PM — mn FEDAID PROJ.NO. y °M tS M. SW,VOy app W 1�5 PIOt1 PLOTTED BY 0b A8 BUILT9`• ,q,Z MST DATE WB2010 TreRO To AS s 4Q,5 Corridor Program I -5 TO SR159 MS DESIGNED BY A. DIEDRICH STA., SIGN SIB S NO., SPAN .POST HT. `� a D] STAGE 1 -WIDENING ENTERED BY C.SCHREINER I AMC MARR W. S ELEV. 101W. SLOPE, wn� xe ° ° /er.0 aa0�` $ rlxeex BExeen BSS CHECKED BY R TURPINIL. SHAN(1 MAIN,. WALK NDC ]] OMSYOB RB °"^^^m •> �� w I M .r mTd°-° PRO). EMGR LHODGSON IFC tU0810T RB C -7295 DI 4�_I��?o r�lu -sr° ATE COrvsmucnoN, Inc MONOTUBE SIGN STRUCTURE N0.5 392 REOIONAL ADM. D. DYE RENMION WTE BY n x"x J_ VI a CROSSOVER VMS HOUSING ` SIGN NO. 62 Iry SIGN NO. 61 6'x5' MINT. WALKWAY GRATIS CROSS BAR I TYP. WALKWAY CROSSOVER SECTION A TOP OF TOE PLATE OP OF GRATING - 16'x5' MNNT. WALKWAY GATE � 6'-0' SAFETY CA&E 14'-0" 5HOULOER YMS HOUSING '- ENTRY PANEL 2'-9"x2' -P M6NOTUSE N m� 00 jN CORE LINE NOTE: FOR DETAILS N SEE STD. PLAN AND G -9A. W4 x 13 ANO RAILING POST ¢ W4 x 13 AND RAILING POST 4 W4 x 13 AND RAILING POST f W4 .13 A W4 x 13 CONTINUOUS BEAM 14'4Wi" SHOP VERIFY 5ELTION e C -7295 E Ojk.ER 6W SCE PLAN - MAINTENANCE WALKWAY CRO550VER 1 -405 1 -5 TO SR169 MS7A NOS STAGE 7 - WIDENING _ M7 'UBE SIGN STRUCTURE NO.5 392 MINCE WALKWAY CROSSOVER IV- LANE � 8 11' -O" LANE PLAN FOR SIGN PANEL LOCATIONS SEE SHT. MS1 FACE OF VMS TYP. WALKWAY CROSSOVER SECTION A TOP OF TOE PLATE OP OF GRATING - 16'x5' MNNT. WALKWAY GATE � 6'-0' SAFETY CA&E 14'-0" 5HOULOER YMS HOUSING '- ENTRY PANEL 2'-9"x2' -P M6NOTUSE N m� 00 jN CORE LINE NOTE: FOR DETAILS N SEE STD. PLAN AND G -9A. W4 x 13 ANO RAILING POST ¢ W4 x 13 AND RAILING POST 4 W4 x 13 AND RAILING POST f W4 .13 A W4 x 13 CONTINUOUS BEAM 14'4Wi" SHOP VERIFY 5ELTION e C -7295 E Ojk.ER 6W SCE PLAN - MAINTENANCE WALKWAY CRO550VER 1 -405 1 -5 TO SR169 MS7A NOS STAGE 7 - WIDENING _ M7 'UBE SIGN STRUCTURE NO.5 392 MINCE WALKWAY CROSSOVER r _J W 1 a 6TOCKBRIDOE TYPE 31 LBS. VIBRATION DAMPER E MEDIAN BARRIER 4 POST ON BEAM OR EQUAL APPROVEO BY ENGINEER (MOUNT WITHIN 2' -O' OF Q SPAN) 5 = 69'- Q POST M = 6.O' 1.2 - 12'-6' ` 13 = 32' -3" LU = 12'-6' L1 - 6'-O' 0. 16..0. ` 20i.6. SIGN N0. 04C 2'- 6"x2'6' SIGN NO. E413 SHOLULDER OFI ROADWAY iON THE SAME S1DE OF THE BEAM AS THE SIGNS. SEE NEMA 3R TERMINAL CABINET 9EE DETAIL 0 Q SPAN DETAIL. (DELETE IF NO ELECTRICAL ITEMS ON THE SIGN STRUCTURE < $EE DETAIL A (TYP.) � x C" 1 FEE DETAIL A w MSBA - SIGN NO. C4A �p i ee NGUtnR i l M51pA p ------------------ ----------- ------ ------------------------ - ____.___ __ _ _ — _ _.__- ________ 5 10A I m I m i LIGHi'LA FIXTURE (IF REO'D.) SEE I 1 1 StO. ILAN Gee I 6,.6. I 6..p. 10' -3• I Ip, -3, I I I Q SIGN SIGN x I I i M i N E ELEV. 33.91 BOT. F OASE R I O w 1 -G05 LINE I I RECTANGULAR 8ULD ]'ULD iF -f 036" II' -10 a" iP- IL15p" 11' -f0%" B' -d' 6' -Y TUBE SHOULDER SHOULDER (HOV)LANf LANE LANE LANE SHOULDER i SHEET MS13A ELEV. 33.66 i E V ] SINGLE SLOPE TRAFFIC I BOT. OF BASE R -tl1 ' -qiQ qq ' MEDIAN BARRIER BARRIER I ELEV. 29.50 i P F SHAFT ArPROX ELEV. ��" - APR OX. ELEV. 30.3 1 PAV ___________________________ _________ _------------------------------ ___ _ __ _____________________ -4 - �'� I EXISTING SEE DETAIL C NEW PAVEMENT PAVEMENT ________ MSIDA SHAFT FOUNDATION WITH IO 'BARRIER ELEVATION �� SECTION S SYMMETRICAL SHAFT FOUNDATION TRANSITION AT 80TH EN05 LOOKING AHEAD ON STATION - SEE SHEET M512A SEE SHEET M913A ,- -; MONOTUBE 510N 5TRUCTURE NO. 6 FOR DIMENSIONS NOT SHOWN SEE TABLE STANDARD MONOTUBE SIGN BRIDGE5, 1 -405 LINE STA, 1154 +60 6HT MESA Q SPAN CAMBER =3 " sV E LEVEL CAMBER � stn s BEAM CAMBER DIAGRAM T- 269082 FILENAME C1 M1YYaIBTJVUWBarm022B91ESBTNaBSMBMB a 6 MSI w.x�r PIDt1 THE 3.I&ff PN �" °f^ FEDAID PRW.NO. a `` m ups °� $^^^" ^ "^°°" 1 -405 P�ioneo By abNmlu 10 As , `� pg 405 Corridor Program I -s To sR169 Mes DENGINED BY ADIEDRICN A9 BUILT T/m10 MS -- ' STAGE 1 - WIDENING ENTERED BY C.sCNRE1NER IANC IMSMN SID: S NO. POST N BARRIER NT.S ae.1 l °'x ,.ri Bonxcm Be.... (p�pi 368 CXECIEO BY R.IVRPINIL SNANG oNGINO6 RB mm.cr� „I �1 _ PROJ. ENGIR LNODGSON IFC 1110BIOT RB C-7286 IDI1411G • ryasr Teconsrnurnon.wc MONOTUSE SIGN STRUCTURE NO.6 392 REGIONAL ADM. D. DYE RE6IBXJN DATE BY w °' r J_ m Q BARRIER A POST ISOLATION SWITCH LOCATED NEAR THE SHOULDER OF ROADWAY ON THE SAME SIDE OF THE BEAM AS THE SIGNS, SEE NEMA 39 TERMINAL CABINET DETAIL. DELETE IF NO ELECTRICAL ITEMS 0 THE SIGN STRUCTURE). — g SEE DETAIL q m MSIOA • SIGN N0. 94A O I- —i— q m (` SIGN SiOLKBRIDGE TYPE 31 L85. VIBRATION DAMPER ON BEAM 09 EQUAL APPRQVED BY ENGINEER 69' -10" (MOUNT WITHIN 2' -0" OF 2 SPAN) Q SPAN I 'C RECTANGULAR TUBE SIGN LINE Q MEDIAN BARRIER fi POST G 'NEW PAVEMENT % - "'k, B v. y, '[ Tar or nv, M6E WALL �i T I F IAV'T, i �'�� `EXISTING GROUND 1 .I SHAFT FOUNDATION WITH 10' BARRIER — i'`10- CA FOUNDATION WITH P II SECTION 8 OFFSET SINGLE SLOPE ���' 10' BARRIER SECTION S _______________ Ir---- - - - -.I BARRIER AT BOTH ENDS SYMMETRICAL TRANSITION —,,' _ 'I SEE SHEET M513A fi 5N) I -- 1 AT BOTH ENDS SAC MIN. TO " ",I __ice ELEVATION --- SEE SHEET M513A BACK FACE OF �_____'_ `,\ ---- -- - - - - -- LOOKING AHEAD ON STATION MBE WALL I SLEEVE. NOTE: CONSTRUCT MSE WALL/FILL AROUND SLEEVE. COMPLETELY SHAFT INSIDE E SLEEVE, FOR DIMENSIONS NOT SHOWN SEE TABLE COMPLETELY FILLING SLEEVE WITH SHAFT STANDARD MONOTUBE SIGN BRIDGES, CONCRETE SHL MESA MONOTUBE SIGN 5TRUCTURE NO. 7 k083 SPAN CAMBER =34T' f 1 -405 LINE 5TA. 1100 +00 �LAMBER a OJ5 mi ADDED 14 14 � 5/4 ON EAM CAMBER DIAGRAM BASEE STANILS NOT SHOW0 8 3 FILE MANE C:1WcNM 1BGNBW3Nmt0266PEBBTNBDRMBPAB n gpN µSCE yv( JP /IDt 1 nNE 2:3B:YT PIR mrz FEDAID PR01140. 2 MN 3J�a..a, Dy rCorridor p: "•°°""'", 1 -405 rLADMTTED Br m BRd10 1D As ss �a ` rl rogram 1 -5 TO SR169 M.A06 DESIGNED BY A. DIEDRICH BUILT 7W10 STAGE 1 - WIDENING ENTERED 0Y C. SCXREINER IANC SIGN SRE 4 N 0. SPAN,POBT X, �~� pxxe` R TURPINIL BXANG RIER XT.B EL 2J 04104M RB m^^c.'rz �^'+^�' ' I _�^"r � LODGBON FC C -7295 K LI Y IB . -,we 392 ADN. D. DTE RENBION DATE er MONOTUBE SIGN STRUCTURE N0.7 .e,. r J_ IW V! Q E POST IF BOLTED SPLICE (TYP.) LI = B' -a LE = w -o' I ISOLATION SWITCH LOCATED NEAR THE SHOULDER OF ROADWAY ON THE SAME 14 I° 510E OF THE BEAM AS THE SIGNS. j SEE NEMA 5K TERMINAL CABINET IY,r DETAIL. (DELETE IF NO ELECTRICAL 1 ITEMS ON THE SIGN STRUCTURE). I '< SEE PETAIL A S M510A m x 5'-70' -0" MAINTENANCE WALKWAY. SEE STD. PLAN G -6. O-OA PAV'T. SIGN N0. 98A VM5 MAINTENANCE WALKWAY. SEE STD. PLAN G -6. G -bx PAVEMENT 51GN 1L LIGHTING FIXTURE (IF REQ'O.) SEE 9i0. PLAN 6-9R (TYP.) I 1 T 6" 5' -CP I 5' -a SIGN SIGN 05 LINE 6' -T' (MOV) LANE iT MEOIAN BARRIER n"w — ISOLATION SWITCH LOCATED SHOULDER OF ROADWAY ON S1DE OF THE BEAM AS THE SEE NEMA SR TERMINAL CAI DETAIL. DELETE IF NO ELEC ITEMS 0 THE SIGN 51RUC1 x "C RECTANGULAR TUBE SHAFT FOUNDATION W/ 10' BARRIER SECTION 8 NON - SYMMETRICAL TRANSITIONS AT BOTH ENDS SEE SHEET M913A 6 M5191 1 _..__. ..._.. _ I MSE WALL I I ELEVATION I LOOKING AHEAD ON STATION :EKI5TING GROUND I I---- -- -- - - --- -- —__'_"'___ -'- NOTE: _ -- T g SPA N - CAMBER -Si4 S ________ -- -� - - -_- FOR OARD ONO NOT SHOWN SEE TABLE STANDARD MONOTUBE SIGN BRIDGES. - - - - -; LEVEL MONOTUBE SIGN 57PUCTUPE N0. 11 sMr.M55A I MBER.D.TB I -405 LINE 5TA. 1149 +90 ELEV. 19.0 _ BT. FFF FOOTING FOR FOUNDATION 670 DETAILS SEE SHEET MESS S BEAM CAMBER DIAGRAM T- 269084 RLE NAME C:1WnaaPm WTNOWSMYW8X81EBBTJVOB2YSBA -A n 1-405 PlotI TIYE ]:18:p'1 PM FEDAID Q. . 9 ' � a Lxxu a °0� " I 40J orror rogram m 1LrINCFn BexceR y® It;..,. -� °"` -aklEx '" N TNLSTwTECaN3TRUrnoN, LNC a-.d -. STAGE 1 - WIDENING A 15 40 [MIKE BW° ° 0 1 FDENLEO8TErgRreNEED BeBY aACm 0 Y . DBCIEN DRREI CINH B 7W0 _ 37.0 N2 . D r E R IAMC 8UINL3T N eta: a N0..8PAN PD3T H NEW FTO. iA. CXECKED BY R. TURPINR.8WING BARKER HT.A EIEY., YAINT. WALK (NDC 38) 01,1108 RB W^°"^W C -7295 —"° PIIOJ. ENGR LNDDGSON FC 11RMN1 RB MONOTURE SIGN STRUCTURE NO. N REBIOILIL ADM. D. DYE eEYMIDx DATE BY F- 03 V/ Q 1405 STA. 1149 +90 Q MONOTUSE SIGN STRUCT. NO. 11 6 POST 1 i FA ADO COLUMN WIDTH PLAN aND DEPrn POST I Q SEE , ME' ROD DETAILS. SHEET CHOR 2..5i 2 (5] Y5 [6J t5 T I 19 (TYP.) —I BAR LIST MARK LOCATION 3 I 4' -a LENGTH SEND TYPE �IIIIM1■`[ FOOTING I I m< B 2• -0. 11'9" STR. ^ice FOOTING B �d I STR. . TRANSV. �1 Mi �II I • �mm B 2B IB' -Oi4` SEE SELOW VERTICAL • COLUMN 5 22 w SEE BELOW I N • CAP TOP 5 2 10' -2W SEE BELOW • LAP TOP 5 I d SEE BELOW AA5HTO M 51 OR, 60 12' -00%' 1 (5] 1 ry LB] (5] q I 2 YB TO AN SOT. FA ADO COLUMN WIDTH PLAN aND DEPrn POST I Q SEE , ME' ROD DETAILS. SHEET CHOR 2..5i 2 (5] Y5 [6J t5 T I 19 (TYP.) —I ELEVATION BAR LIST MARK LOCATION SIZE NO. RED'0. LENGTH SEND TYPE �IIIIM1■`[ FOOTING I LONGIT. B 26 11'9" STR. ^ice FOOTING B 36 I STR. . TRANSV. �1 Mi �II I ELEVATION AApAl/) NEW YB'9 STRAIGHT. (B]a15 �' II LAP SPLICED TO SAVE VOWELS. w TIED Tp DOWELS yn ANCHOR BOLT Al B F9 VERT. 4" 5" CHAMFER 1Ye` CLR. (Tyr.) (TYP.) • (4 NEW / E L Ne N m • • 153 19 (TYf.) • (5] t5 k-115 Q 7Q COLUMN SECTION FINISHED GRAp' /%s ?\\\�✓"\`\`\ MSE WALL INCREASE COLUMN 512E - -_— TO ALO ANCHOR R D BOLTS LTO BETTER �VYYY��1 ORILLi I 1 /4° Y 1'- LEVELING PAD FOR M5E WALL BAR LIST MARK LOCATION SIZE NO. RED'0. LENGTH SEND TYPE C -7295 FOOTING I LONGIT. B 26 11'9" STR. 2 FOOTING B 36 B' -9" STR. TRANSV. • COLUMN B 2B IB' -Oi4` SEE SELOW VERTICAL • COLUMN 5 22 14'-099' SEE BELOW HOOPS • CAP TOP 5 2 10' -2W SEE BELOW • LAP TOP 5 2 9' -9' SEE BELOW AA5HTO M 51 OR, 60 12' -00%' 1 (5] 1 ry LB] (5] q AApAl/) NEW YB'9 STRAIGHT. (B]a15 �' II LAP SPLICED TO SAVE VOWELS. w TIED Tp DOWELS yn ANCHOR BOLT Al B F9 VERT. 4" 5" CHAMFER 1Ye` CLR. (Tyr.) (TYP.) • (4 NEW / E L Ne N m • • 153 19 (TYf.) • (5] t5 k-115 Q 7Q COLUMN SECTION FINISHED GRAp' /%s ?\\\�✓"\`\`\ MSE WALL INCREASE COLUMN 512E - -_— TO ALO ANCHOR R D BOLTS LTO BETTER �VYYY��1 ORILLi I 1 /4° Y 1'- LEVELING PAD FOR M5E WALL FIH4EIa1 9ERM4ER B `M- EFATECG NOTES I. ALL CONCRETE SHALL BE CLASS 4000 CONSTRUCTION SEQUENCE: 1. CONSTRUCT FOOTING W/ COLUMN REINS CAGE PLUMO. 2. CONSTRUCT MSE WALL, S. CONSTRUCT COLUMN PLUMB. 4. PLACE SIGN STRUCTURE N0. 11 € POST, SIGN STRUCT. N0. 11 1405 .s/Q MSE WALL CONSTRUCTION Jr. W/ ROUGHENED SURFACE K- (2] t6 (TYP) 12" 1 � L1I tB (ttP.) BO 6 SECTION T 1.405 IS TO SR169 STAGE 1 -WIDENING M598 Leas 371 392 C -7295 a FIH4EIa1 9ERM4ER B `M- EFATECG NOTES I. ALL CONCRETE SHALL BE CLASS 4000 CONSTRUCTION SEQUENCE: 1. CONSTRUCT FOOTING W/ COLUMN REINS CAGE PLUMO. 2. CONSTRUCT MSE WALL, S. CONSTRUCT COLUMN PLUMB. 4. PLACE SIGN STRUCTURE N0. 11 € POST, SIGN STRUCT. N0. 11 1405 .s/Q MSE WALL CONSTRUCTION Jr. W/ ROUGHENED SURFACE K- (2] t6 (TYP) 12" 1 � L1I tB (ttP.) BO 6 SECTION T 1.405 IS TO SR169 STAGE 1 -WIDENING M598 Leas 371 392 J_ ,W VI Q N c' it 51/2" POST I I .O pT HOLE I _ I FOR R "OI" ANCHOR i ROO (TYP.) 5' °55' E4UAL SPA. 3" SEE OTHER SHEEiS ,. BASES ON BARRIER FOUNDATIONS. wo ^ Q POST o'e3 I 3 I w� i ps� I I �`x I AIL C Poor BASE M52, M52A, M54 -M5e IF NO OTHER HAND HOLE IS WITHIN P -0" OF CABINET DELETE CABINET IF NO ELECTRICAL ITEMS ARE REQUIRED ON THE SIGN STRUCTURE. INS r PASS 1003 5 1009 T- 269086 Q O MME ME C:1w �BTNOOUS.OnN122FelEB9TJY IIIS1oA A&0 n O I 1wu Ili a` ru fee` yM ST �d �e•••u ey ` 1 e i PIU11 TIME 3:-L PM — I — I FED AID PROJ.NO. MS0.0A DATE BNN2piU 10 A9�. PLOTTED er aN (TYP.J I Dr ° x P DRAIN i SLOT (TYP.) _ 372 392 x..,. I I I I .O pT HOLE I _ I FOR R "OI" ANCHOR i ROO (TYP.) 5' °55' E4UAL SPA. 3" SEE OTHER SHEEiS ,. BASES ON BARRIER FOUNDATIONS. wo ^ Q POST o'e3 I 3 I w� i ps� I I �`x I AIL C Poor BASE M52, M52A, M54 -M5e IF NO OTHER HAND HOLE IS WITHIN P -0" OF CABINET DELETE CABINET IF NO ELECTRICAL ITEMS ARE REQUIRED ON THE SIGN STRUCTURE. INS r PASS 1003 5 1009 T- 269086 MME ME C:1w �BTNOOUS.OnN122FelEB9TJY IIIS1oA A&0 n 1wu Ili a` ru fee` yM ST �d �e•••u ey ` 1 _ w.w.aw �°•'°"1OTiv°°°"' 405 Corridor Program m, BILfINGO Bencex R��p} • ft.._ TRISTATE CONBTRSCIION, INC a..x.... 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING PIU11 TIME 3:-L PM — I — I FED AID PROJ.NO. MS0.0A DATE BNN2piU 10 A9�. PLOTTED er aN DESIGNED BY A...KtCN +� +� _ 372 392 x..,. ENTERED eV C. SCNREINER CHECKED BY T. LYON p9 BULi 1NNo mn^"�rc C °7295 vea.TUw PRQI. ENOR LNDDGSON IFC 111oNDT Re MONOTUBE SIGN STRUCTURES DETAILS REOwruL ADM. D. DYE REVI910N DATE BY J_ IRR- W a }4' BOLTED SPLICE d2 EXLEI� �_y.B SPLICE II^ AS OTHERWISE NOTED. BOLT (TYP.) Mw I I I G I T FV'9 HOLE BOT. sEEOETUt I OF TUBE (iYP) . •+Y 26 � 29.0 SPLICE BOLT FOR CANTILEVER DETAIL H DETAIL B SPAN 20' -0 TO 30' -0 EXCEPT AS NOTED SELTI N THRU BEAM BOLTED SPAC ICE E d2 SHOWN. BOLTED SPL YI SIMILAR. M51. M52. M52A, MS4 -M59A VIEW J IT x 11' HAND HOLE SHOWN. 0`0 HAND HOLE SIMILAR EXCEPT AS NOTED. R" REINF. RING � "1 i COVER IUTE R' 9" SQUARE HOLE CENTERED THRU SPLICE (TYP) EXCEPT 20' -0" TO 30' -0' CANTLLVER SPAN USE 5" SQUARE HOLE < rYP. L 5 x 9—\ LOCKING HEX NUT W1 NYLON INSERT WASHER (TYP.) =_ HEX NUT R i K "e ROD 5ECT10N @ UP SPLICE 2 AT RADIUS (TYP.) • APPLICABLE TO SIGN BRIDGE CAMBER ONLY. NO CAMBER PLATE REQUIRED FOR CANTILEVER, S 244" FOR CANTILEVER SPAN 20' -0' To 30' -a SECTION G /4V'x %' SLOTTED HOLE IAn 1.11un AIAL? nnI T 1111 I R-04 x SRI x 0' -6 R%x 3 x 0'4(1 MOUNTING BEAM W4x 13 (ASTM A36) SLOTTED HOLE IN CHANNEL (TYI.) 5ECTION ATTACHMENT BRACKET DETAIL PAINT ENTIRE ATTACHMENT BRACKET AFTER GA AN121NG i0 MATCH MONOTUBE STRUCTURE EXCEPT IT FFOR MOUNTING BEAM. SIGN, LIOHT. BEAM LENGTHS, 512E AND SPACING SHALL BE DETERMINED FROM THESE PLANS OR THE STANDARD PLANS. FOR 51ON PANEL ATTACHMENT DETAILS 5EE STD. PLAN 6L9s. VARIABLE ME55AGE SIGNS SHALL HAVE MOUNTING BEAMS O 3' -0" MAXIMUM. ALSO SEE $Hr. MS15 FOR DYNAMIC RATE SIGN VMS MOUNTING, SEE STD. PLAN 6-6a FOR WALK -IN VMS MOUNTING AND MAINTENANCE WALKWAY. VMS CABINETS SHALL BE BOLTED THROUGH THE FLANGES OF THE MOUNTING BEAMS, FRICTION CLAMPS SHALL NOT BE USED. SECTION L T T- 269087 FILE mm BHT .NBpO(tlngEMHEBBTJVOpSYG11MRB. n TIME 3:04:W PY Irx mn FEDAID PROJ.NO. ddFi JK'Sx w. ✓oy.ai -tea s.m.� I -405 plot DATE BHBwtO TB As `� F ' «� 405 Corridor Program 1 -5 TO SR169 MwSA PLOTTED BY A. STAGE 1 -WIDENING DESIGNED BY A. DIEDRICX x° ENTERED BY C, SCXREINER AS BUILT TNtO aos •� ER ..m. CNECNED BY T;LYDISL:SNAMG NMB MDIBr11N0 NO1E (NOD LT) BN1400 RB mnxu.'f xn wurov xn axu 4x'x BnflxcRR BfncfR 3]3 PRQI. EN00. LNODGSON IFC t11UN0] RB p,l,x�,� B �mx.''�*:.'°>SS$ "' REGN ADM. D. DrE RENMwN MTE BY C- 7296 }x` r�usr T.:< „xsrnucnoN, Lnc MONOTUBE SIGN STRUCTURES DETAILS 3.�R k 6' x M. C BOLTED SPLICE 6' x 11" HAND HOLE I HAND HOLE }4' BOLTED SPLICE d2 EXLEI� �_y.B SPLICE II^ AS OTHERWISE NOTED. BOLT (TYP.) Mw I I I G I T FV'9 HOLE BOT. sEEOETUt I OF TUBE (iYP) . •+Y 26 � 29.0 SPLICE BOLT FOR CANTILEVER DETAIL H DETAIL B SPAN 20' -0 TO 30' -0 EXCEPT AS NOTED SELTI N THRU BEAM BOLTED SPAC ICE E d2 SHOWN. BOLTED SPL YI SIMILAR. M51. M52. M52A, MS4 -M59A VIEW J IT x 11' HAND HOLE SHOWN. 0`0 HAND HOLE SIMILAR EXCEPT AS NOTED. R" REINF. RING � "1 i COVER IUTE R' 9" SQUARE HOLE CENTERED THRU SPLICE (TYP) EXCEPT 20' -0" TO 30' -0' CANTLLVER SPAN USE 5" SQUARE HOLE < rYP. L 5 x 9—\ LOCKING HEX NUT W1 NYLON INSERT WASHER (TYP.) =_ HEX NUT R i K "e ROD 5ECT10N @ UP SPLICE 2 AT RADIUS (TYP.) • APPLICABLE TO SIGN BRIDGE CAMBER ONLY. NO CAMBER PLATE REQUIRED FOR CANTILEVER, S 244" FOR CANTILEVER SPAN 20' -0' To 30' -a SECTION G /4V'x %' SLOTTED HOLE IAn 1.11un AIAL? nnI T 1111 I R-04 x SRI x 0' -6 R%x 3 x 0'4(1 MOUNTING BEAM W4x 13 (ASTM A36) SLOTTED HOLE IN CHANNEL (TYI.) 5ECTION ATTACHMENT BRACKET DETAIL PAINT ENTIRE ATTACHMENT BRACKET AFTER GA AN121NG i0 MATCH MONOTUBE STRUCTURE EXCEPT IT FFOR MOUNTING BEAM. SIGN, LIOHT. BEAM LENGTHS, 512E AND SPACING SHALL BE DETERMINED FROM THESE PLANS OR THE STANDARD PLANS. FOR 51ON PANEL ATTACHMENT DETAILS 5EE STD. PLAN 6L9s. VARIABLE ME55AGE SIGNS SHALL HAVE MOUNTING BEAMS O 3' -0" MAXIMUM. ALSO SEE $Hr. MS15 FOR DYNAMIC RATE SIGN VMS MOUNTING, SEE STD. PLAN 6-6a FOR WALK -IN VMS MOUNTING AND MAINTENANCE WALKWAY. VMS CABINETS SHALL BE BOLTED THROUGH THE FLANGES OF THE MOUNTING BEAMS, FRICTION CLAMPS SHALL NOT BE USED. SECTION L T T- 269087 FILE mm BHT .NBpO(tlngEMHEBBTJVOpSYG11MRB. n TIME 3:04:W PY Irx mn FEDAID PROJ.NO. ddFi JK'Sx w. ✓oy.ai -tea s.m.� I -405 plot DATE BHBwtO TB As `� F ' «� 405 Corridor Program 1 -5 TO SR169 MwSA PLOTTED BY A. STAGE 1 -WIDENING DESIGNED BY A. DIEDRICX x° ENTERED BY C, SCXREINER AS BUILT TNtO aos •� ER ..m. CNECNED BY T;LYDISL:SNAMG NMB MDIBr11N0 NO1E (NOD LT) BN1400 RB mnxu.'f xn wurov xn axu 4x'x BnflxcRR BfncfR 3]3 PRQI. EN00. LNODGSON IFC t11UN0] RB p,l,x�,� B �mx.''�*:.'°>SS$ "' REGN ADM. D. DrE RENMwN MTE BY C- 7296 }x` r�usr T.:< „xsrnucnoN, Lnc MONOTUBE SIGN STRUCTURES DETAILS 3.�R r J_ m N a ed zo FI i` 000 o$ 4' (' NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. FOR DETAILS. SEE ANCHOR a DETAIL. THIS SHEET. SIGN STRUCTURE. EXCEPT BARRIER MOUNTED (SEE SHEET M513A FOR BARRIER MOUNTED SIGN) FINISHED GROUND LINE CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN BRIDGE IS TEMPORARILY SUPPORTED IN PLAC SEE ANCHOR G DETAIL CONSTRUCTION JOINT W/ ROUGHENED SURFACE 1'-0' MIN. BELOW FINISHED GORUND ELEVATION USE TEMPORARY CASING, REMOVE THE CASING DURING CONCRETE PLACEMENT Y USE CONCRETE CLASS 4000W WHEN WATER IS PRESENT IN THE EXCAVATION. (.y. TAL) F e m SHAFT FOUNDATION TABLE BAR LIST MARK LOCATION SIZE FOUNDATION N0, REO'D, SIGN STRUCTURE SPAN LENGTH SHAFT DEPTH "Z') ( REINFORCEMENT 4 I M1 ER 4 NUMBER (•5') D IAMETER N. ST.�O E RTICAL �°'°'~"'•'^ Vloc t nNE .X Y' Z 10 30' -0" MAX. 4' -6" 15' -0` S to ^ °"• C 5 30' -0' MAX. 4' -E' 19' -0" 9 20 CANTILEVER D 30' -0' MAX. 5' -0' 30' -0" D 17 BUNDLED 516N Tu AB STR. ERTICAL PAIRS Corridor Pro ram 4�J g I -5 TO SR169 4 SHAFT 4 NDOP mw mm INVc sal 4 30'-0' MAX. 4' -6" 22' -0' 11 22 1 301.0' MAX. 5' -tl 27' -0' 11 O BUNDLED CAP TOP 5 4 a11]AIM RB PAIRS M5HTO M 31 OR. 60 3,5,7.11 60-0' TO 4' -G' 19' -0' 9 20 51ON T. LYOWJ. TUBE$ 75'A" ro� iL1WM RB ..Z.- 4. -g. BRIDGE 60' -0'TO E41 -,. • DIAMETER 17 BUNDLED . SHAFTDIA.Ii 6 MINUS 3' (TYP.) 6' - tl 23'4P 11 2 6050OTO Bk NO, R C -7295 rt 5'-0' 23.-6" 11 tly 11 WNpS 392 REGIONAL AON. D. DYE DETTBIax WTE BY P05T • ADDITIONAL BARS IN APPROXIMATE TOP B' A DRILL AND TAP N W CAPSCI ASTM F593 W/S.S. WASHER SPA. AT AST. 8 CTRS. — WELDED DALY, CLOTH 9." x N," SO., WRAP AROUND BASE R W/ 3' MIN. LAP— "DIY IP HOLE %"� FOR 'D ANCHOR —// I 'T9' ASTM A36 BOLT (TYf.) I /GALVANIZING NOT REOUIRED) ANCHOR IE DETAIL MATCH ANCHOR BOLT SIZE, NUMBER 6 PATTERN BEE 5HT5. MESA AND M310A VOLT SCREEN DETAIL PLAN CAP SAC **FOR BARRIER MOUNTED 51ON STRUCTURE LENGTH = "Z" a BARRIER HEIGHT (BEE DIMENSION TABLE, ENT. MS13A) Q POST VIEW BEE ALSO BHT. M513A FOR BARRIER MOUNTED SIGN — EN SEE ,to E CONDUIT TO BE NHERE DIRECTED WHEER. BAR LIST MARK LOCATION SIZE N0, REO'D, LENGTH - �vvvvv 1 LAP 4 4 -5 S'' STR. N. ST.�O E RTICAL �°'°'~"'•'^ Vloc t nNE a:M:2B PM Z 5 FEDAID PRW.NO. 5 "A" ^ °"• C 1 -405 HOOAPP S DATE wWxmo Alt BUILT 71wo Ne 3 5HAFT .X" STRUCT.I 8 4 SHAFTS, mcflm PL NOTE, .y. ..p -qy!{! Tu AB STR. ERTICAL Corridor Pro ram 4�J g I -5 TO SR169 4 SHAFT 4 NDOP mw mm INVc sal 1 "A' — •� SPIRAL STAGE 1 -WIDENING 5 CAP TOP 5 4 a11]AIM RB M5HTO M 31 OR. 60 "A' - DETERMINE FROM PLANS 2 d (TOM I57 CNECNED BV T. LYOWJ. TUBE$ ro� iL1WM RB ..Z.- 4. -g. uumx "^ E41 -,. • DIAMETER HAFT VIA . SHAFTDIA.Ii MINUS 3' (TYP.) MINUS B" MINUS 5 "J PLAN CAP SAC **FOR BARRIER MOUNTED 51ON STRUCTURE LENGTH = "Z" a BARRIER HEIGHT (BEE DIMENSION TABLE, ENT. MS13A) Q POST VIEW BEE ALSO BHT. M513A FOR BARRIER MOUNTED SIGN — EN SEE ,to E CONDUIT TO BE NHERE DIRECTED WHEER. - �vvvvv FllE IUYE C:1W0 1BTN000SAmro2a6WeBBTJV082y812AiB. [OX N. ST.�O �°'°'~"'•'^ Vloc t nNE a:M:2B PM "V° "xF FEDAID PRW.NO. <'°�^ ;c�ce.0 y ^ °"• C 1 -405 MS12A DATE wWxmo Alt BUILT 71wo Ne PLOTTED BY Eb STRUCT.I 8 4 SHAFTS, mcflm PL NOTE, Tu AB Corridor Pro ram 4�J g I -5 TO SR169 1-065 DMIONED BY A. DIEDMCH NDOP mw mm INVc sal oan4roe Re — •� STAGE 1 -WIDENING EHIERED BY C. SCNREINER TRNHBV.IIEBRN DETAl18 NDG 13) a11]AIM RB , 14tl1L %dL` m �= •.&. ILFIX4EP BER4ER _ 9T3 CNECNED BV T. LYOWJ. TUBE$ BAR UST REVISION iL1WM RB rdm•er xa uumx "^ I D -,. • a PRa.ENBR LNODGBOx Nc 1tNONT Ra C -7295 rt r�u -r r."TECONSTxucrmnlnc MONOTUBE SIGN STRUC. FOUNDATION 392 REGIONAL AON. D. DYE DETTBIax WTE BY J M� W N Q MA BARRIER SEE STD. PLAN "I LE SLOPE BARRIER /FOR DETAILS NOT SHOWN C MAY BE WIDER THAN BOTTOM OF BARRIER IN SECTIONe E.P. OR CURB LINE (iYPJ PLACE 314" PREMOLDED FILLER POST SHAFT FOUNDATION MEDIAN BARRIER TRANSITION. SEE STD. PLAN C -14J FOR DETAILS B' i0 3' -6" AT EXPANSION JOINTS (TYP.J NOT SHOWN. SEEe& DIMENSION AFER rc> PLAN TABLE FOR = BARRIER HEIGHT AND DIMENSIONS 13ARRIER15ION FOUNDATION & MEDIAN BARRIER TRANSITION U U IF LUMINAIRE 15 LOCATED WITHIN 50' 5EE SHT. M5130 Ito e _ ]f5 N rcF �N 0 0IMEN510N TABLE GRADE SEPARATION BARRIER HEIGHT A B C D E OTY. 0 TO 9' 4'-2' 91/0 2' -3" 5' -1" S' MIN, 4 10 UP TO 7' 4' -6' 10 5/6" 2' -5 1/4" 5' -3 I/4' 7" MIN. 5 12 UP TO UP S' -S II 314' 2'-0 I/2' V-5110 10' MIN. 6 14 UP TO 13" S' -B" 13' 2' -9 7/6" 5' -7 7 /B' IY MIN. 6 14 DRILL % VIA. BY 14 DEEP HOLE. IN9tALL ''B JBx4'-1" W/ APPROVED � EPDXY. � o SYMM. AST i BARRIER DOWEL DETAIL j FOR USE WHERE CUTTING EXIST. LONSTRULlION MARK B SIGN BRIDGE OR CANTILEVER SIGN NO. KE4'D VARIES 2' BARRIER LEAVES EXIST BARRIER PANEL LESS THAN 36' -0 LONG. JOINT 6 1 8' -8" STR. 3' -G• HORIZONTAL O 22 f5 6 2 23 R5 22 TTOM OF BARRIER OF BARRIER N 14 SEE BASE PLATE DETAIL © S" S SPA. 1'-0' = ® 7 SPA. O G' S SPA. S' -0' 3' -6' 1' -tl' = ® 111...3���' 3' -0' Q ANCHOR RODS - "D' O x 7' -0" W/4 WASHERS AND 4 HEAVY HEX 1 8 1 23 MEDIAN BARRIER 2 L2IJ Is 'L� 1 TOP OF BARRIER NUTS. THREAD EACH END 8" (TYP.)�� VERTICAL LOCATION © SEE SHEET M312A y TOP OF BARRIER— 1 15 � [211 [22] FINISHED �i SHAFT FOUNDATION Ui SEE SHEET M512A CORRUGATED STEEL CASING (GALV USE FOR SIGN ELEVATION © BRIDGj 7 6 11 SHAFT & 10' BARRIER SECTION SECTION C -7295 rz BARRIER MEDIAN BARRIER BAR LIST MARK LOCATION SIZE NO. KE4'D LENGTH 2' 21 MEDIAN BARRIER 6 10 8' -8" STR. BOTTOM HORIZONTAL O 22 TTOM OF BARRIER OF BARRIER N 14 T B, VERTICAL 23 MEDIAN BARRIER 6 AIPROXIMATE SHAFT FOUNDATION 6' -p" VERTICAL LOCATION © SEE SHEET M312A y 0 l � OF CONDUIT N�1 10Oo S B"R80a (22] J� EINF. 5EE SHEET NF. ON SIGN BRIDGESM512A. (23] FOR SIGN BRIDGES ODOE =RFINE5EE SE 5I5 HOOPS. SEE RIGHT CONSTRUCTION JOINT W/ O ROUGHENED SURFACE 0 A < EXTEND VERTICAL SHAFT REINF. 4' -N_ _ .ri((eN gzmrF �i SHAFT FOUNDATION Ui SEE SHEET M512A CORRUGATED STEEL CASING (GALV USE FOR SIGN ELEVATION © BRIDGj 7 6 11 SHAFT & 10' BARRIER SECTION SECTION C -7295 rz BARRIER MEDIAN BARRIER BAR LIST MARK LOCATION SIZE NO. KE4'D LENGTH 2' 21 MEDIAN BARRIER 6 10 8' -8" STR. HORIZONTAL 22 MEDIAN BARRIER 5 14 T B, VERTICAL 23 MEDIAN BARRIER 6 26 6' -p" VERTICAL AASHTO M 31 OR. 60 + OR A5 REO'D FOR 2' -tl' MIN. SPLICE l � N�1 10Oo S B"R80a (22] (23] 'F" SYMM. All. 8 SIGN BR. xi" WIDE 11 U DRAIN SLOT (TYP.) a 9 - O I ROADWAY - '- O O .D T N O O HOLE (NP.) 22rz x 27 x'F' BASE PLATE ON BARRIER FOUNDATION FOR INFORMATION NOT SHOWN SEE DETAIL C. 5HEET M$IDA i OR HOLE FOR ANC M - ANCHOR BOLT (TYP) -1 BUFNIG'R wceB IF 9 • TIUSTA UU SPAN D F SIGN BRIDGE 60' TO 90' 2' 3' -5" CANTILEVER 51ON TO 30' 2' S'-5" BUFNIG'R wceB IF 9 • TIUSTA UU 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING 0110 1 eeJ Plot' MS73A 1+05 376 3�P w Q v i 1 R 'ib'I 1 ` ` SYMM. ABT. E R 6 POST 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING 0110 1 eeJ Plot' MS73A 1+05 376 3�P J_ 7 m N Q MONOTUOE 1516N 5TRUCTURE N0. 11 Q LUMINAIRE 'STA 1148P90A0 5p' -O' STA. 1150f4p.00 � STRAIGHT LINE TAPER 57 MIN. 5' -0" 5' -O" 35' -O" MIN. 10' -O" I g' 20' -d' MIN., 1:15 TAPER MIN. 120 TAPER MIN. I � I � •________- _- _• -____ _____•_ -_ - -� - ------------ m V __• -•_ -_ N m T j� a e W _ L _ N - -- - ----- - - - - -- - - - - -- - _'---- - - - - -- - - - -- - - --------------- - - - °- - m3 - -- ------- - ' - - -- F I =w EXPANSION JOINT o I et MEDIAN BARRIER TRANSITION SEE SHEET M513A MEDIAN BARRIER TRANSITION W1 31 FILLER b jN FOR DETAILS NOT SHOWN SEE I FOR DETAILS NOi SHOWN SEE N STD. PLAN C -14J d SHEET M513A STD, PLAN C -14J 6 SHEET M513A PLAN NON - SYMMETRICAL MEDIAN BARRIER TRANSITION VIC. STA. 1149 +90.00 FOR SINGLE SLOPE MEDIAN BARRIER NEW SHEET 6L14AXI R6 T- 26908A FlE NAPE rxraxwm eclwN.lerrv000xm . o : anEaerrvaoaxplasAa n N,E 3:a6:40 PM ^P°" ^ "re FED.AID PRW.NO. 6 a•'a, �e �°i^"' "a• ""^°°" 1 -405 1PEO7TED er a N201U to AS � `�` e 405 Corridor Program 1 -5 TO SR169 MS13B oos DEMIiNo BY A.3CHMDN 4� STAGE 1 - WIDENING _ ENTERED BY C. SCNREINER 6ULT Tl6^I6 x$ Olp a�••t p�` ILFIHGEmR BERGER 376 I] .ElD BY LSNANO NDC tW U-IM xEVI&Dx u9xe M9 m^'w ^n uu•u.0 Ioys� ^' 'a PRa.ExDR LNOOGSON x6w 9NEEr -IFD auvro9 Ra L. -7295 tR • T�wsrw n�'re mnsraucnon, suc SINGLE SLOPE 392 RElNO ADM. D. DYE REN910N mm ar BARRIER/SIGN FOUNDATION °"P" F J W N Q BRACKET 1 SIGN 119 A 11 & 118A BRACKET 2 II Il o SIGN 1190 !I I BRACKET 3 15B N6 SIGN 120 I T 4 I BR NO. 40515 BRACKET 14 SIGN 5 BRACKET 15 SIGN 7 BRACKET 13 SIGN 4 61St AVE. - PLAN —.1—aRE—` SIGN 90� I'I I I I'1p 1I�r- U1 I I I I I �I1 1 I I NB I l0 1$61 I I m 1. _.._._.._.. .. x-T1 ..L.. .. . _. _J_.. _1.. _.. _._.._ 1 0 I 5R NO. 405/14-'--- -'- - -'-'— ----- -- -- i -'- 1 W ; Z 1 j 1 $16 If C I I 1 BR NO. 40519 _. ........................ .. _.._.. _.._.._.._.. _.._.., II �5RACREr 4 SIGN f6 I I BRACKET 5 SIGN 15A 66th /CH9137- 1AN3EN AVE. - PLAN GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICPAL CONSTRUCTION DATED 2006 AND AMENDMENTS. 2. MATERIALS SPECIFICATIONS: PLATES 6 OAKS ASTM A36 PIPES ASTM A 53 GRADE 0 BR ASTM A BOO GRADE B U-MLT5. LOCK -NUTS 6 WASHERS ASTM F 593 AND F 594, TYPE 304 RESIN BONDED ANCHORS (ALL THREAD) STAINLESS STEEL - EITHER A5TM F593 GROUP 1 CONDITION A, 09 A5TM A193 GRADE BE CLA55 1. 3. ALL NON- STAINLESS STEEL PARTS SHALL BE GALVANIZED IN ACCORDANCE WITH AA5HTO M IN AFTER FABRICATION. BOLTS AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 232. 4. SIZE OF FILLET WELD SHALL BE 4- MINIMUM EXCEPT WHERE NOTED. 5. THE MIN. VERTICAL CLEARANCE 15 17' -9'. THE 19' -6" MIN, VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN PANEL ALLOWS FOR LUMINAIRES TO BE INSTALLED. IF NO LUMINAIRES ARE TO BE INSTALLED. LOCATE SIGN PANEL BOTTOM AS DIRECTED BY THE ENGINEER TO MINIMIZE THE HEIGHT OF SIGN ABOVE THE TOP OF BARRIER. LEGEND: B IDENTIFIES SECTION. VIEW OR DETAIL 15 TAKEN OR SHOWN ON SHEET 514515 e TAKEN OR SHOWN HE B MILE NAME CAWR 1BTN00 Rl I I Z I Z I �'/��A ' 111` ••�.ii.°oF ^eT `° rz µ SG u � '`• % ih _ _ �•"'- • ° "�°°°" Corridor Program _ _ "" ` TlsTATECON UMON, Inc r- I I RET 9 B ACKi O SIGN 76 Z 10 I I W I s0 6N 75 LINO AVE. - PLAN PLOrTm ev al9 1 $16 If C I I 1 BR NO. 40519 _. ........................ .. _.._.. _.._.._.._.. _.._.., II �5RACREr 4 SIGN f6 I I BRACKET 5 SIGN 15A 66th /CH9137- 1AN3EN AVE. - PLAN GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICPAL CONSTRUCTION DATED 2006 AND AMENDMENTS. 2. MATERIALS SPECIFICATIONS: PLATES 6 OAKS ASTM A36 PIPES ASTM A 53 GRADE 0 BR ASTM A BOO GRADE B U-MLT5. LOCK -NUTS 6 WASHERS ASTM F 593 AND F 594, TYPE 304 RESIN BONDED ANCHORS (ALL THREAD) STAINLESS STEEL - EITHER A5TM F593 GROUP 1 CONDITION A, 09 A5TM A193 GRADE BE CLA55 1. 3. ALL NON- STAINLESS STEEL PARTS SHALL BE GALVANIZED IN ACCORDANCE WITH AA5HTO M IN AFTER FABRICATION. BOLTS AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 232. 4. SIZE OF FILLET WELD SHALL BE 4- MINIMUM EXCEPT WHERE NOTED. 5. THE MIN. VERTICAL CLEARANCE 15 17' -9'. THE 19' -6" MIN, VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN PANEL ALLOWS FOR LUMINAIRES TO BE INSTALLED. IF NO LUMINAIRES ARE TO BE INSTALLED. LOCATE SIGN PANEL BOTTOM AS DIRECTED BY THE ENGINEER TO MINIMIZE THE HEIGHT OF SIGN ABOVE THE TOP OF BARRIER. LEGEND: B IDENTIFIES SECTION. VIEW OR DETAIL 15 TAKEN OR SHOWN ON SHEET 514515 e TAKEN OR SHOWN HE B MILE NAME CAWR 1BTN00 MSDZH#kEBBTN BM ABAGx �'/��A ' 111` ••�.ii.°oF ^eT `° rz µ SG u � '`• % ih _ _ �•"'- • ° "�°°°" Corridor Program _ _ "" ` TlsTATECON UMON, Inc r- I-405 1 -5 TO SR169 STAGE 1 -WIDENING BRIDGE MOUNTED SIGNS Plo 1 FED.AID PROI.NO. BM$Oi MS �� MiWIDID +0 AS PLOrTm ev al9 DESIGNED BY D. MINNS +m •� 3n 392 vlrne ENTERED BY A. COCNRAN AB MALT TYxD CXECMED BY A. DIEDMCx CHANGED AND ADDED 8roN8 IDID ffi NxM GM n u C -7295 wam u N ODGSORB LOCATION PLAN REGIONAL ADY. D. DYE REVISION DALE BY J_ W N a SIGN 2 BRIDGE MOUNTED SIGN BRACKET 1 SUPPORT I I f SUPPORT 2 TVP. w LINE —i -ALIGN BOTTOM OF ADJACENT SIGN PANELS • FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTH5 OF PIPES IF REQUIRED. [�• VIEW T VIEW X �/ •um�•,��R�— LOOKING BACK ON 5iAi10N T- 26908C FLLE NPNE CR TJVOp021tlmRp2R9B1EBBTJVOYSBYB -0YgB.DGN I-AOS Plo 1 TIME 3=n DINTS �m'PN '�' m "° FEDAIO PROJ.NO. �o . �M:•I',04 �idv= �a;I�.�gra BMS02 to As 4U5 Corridor Program 1 -S TO SR169 I.4os DMGND BY mo STAGE 1 -WIDENING DE910NED BY O. LOCH o �� NNE p BY A. COCRICH A8 BULT TNXO ° Nee R4� IEfIxGm BER4ER gyp® BRIDGE MOUNTED SIGNS 3ie pIEgEED BY A. DIEDRICX 3 g1RNDE0 NDC 2Y 611X0 OM �^K^ °1 � '°°"^" "a _ I I w.� "® v �M,^n'0e'+� c, PROD. ENOR LRODGSON IFC 11N9RIT RB C_7296 ,sm-- 'KIY1921 L0` ' T-� ATECOnsinU.S. ESC BY 392 REOIOxRL AON. D. DYE nEVl6lax DnTE ,.m.�.� SIGN BRACKET 1 .@, I SEE STD. PLAN 0-9e FOR SIGN PANEL MOUNTING DETAILS S, -1• I SION LGUMINAIRE MEAS. 5, ALONG SR, SEE SIGHTING PLAN 'INI PLAN SUIT. AV7 ORIOLE 40515 604055 LINE ETA. 1001.60 SIGN 119 w LINE —i -ALIGN BOTTOM OF ADJACENT SIGN PANELS • FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTH5 OF PIPES IF REQUIRED. [�• VIEW T VIEW X �/ •um�•,��R�— LOOKING BACK ON 5iAi10N T- 26908C FLLE NPNE CR TJVOp021tlmRp2R9B1EBBTJVOYSBYB -0YgB.DGN I-AOS Plo 1 TIME 3=n DINTS �m'PN '�' m "° FEDAIO PROJ.NO. �o . �M:•I',04 �idv= �a;I�.�gra BMS02 to As 4U5 Corridor Program 1 -S TO SR169 I.4os DMGND BY mo STAGE 1 -WIDENING DE910NED BY O. LOCH o �� NNE p BY A. COCRICH A8 BULT TNXO ° Nee R4� IEfIxGm BER4ER gyp® BRIDGE MOUNTED SIGNS 3ie pIEgEED BY A. DIEDRICX 3 g1RNDE0 NDC 2Y 611X0 OM �^K^ °1 � '°°"^" "a _ I I w.� "® v �M,^n'0e'+� c, PROD. ENOR LRODGSON IFC 11N9RIT RB C_7296 ,sm-- 'KIY1921 L0` ' T-� ATECOnsinU.S. ESC BY 392 REOIOxRL AON. D. DYE nEVl6lax DnTE ,.m.�.� SIGN BRACKET 1 .@, _j_/j W cb Q Q GIGN g / X , f SIGN o f BRIDGE MOUNTED ` pI I I V f BRIDGE MOUNTED I SIGN BRACKET 2 I I SIGN BRACKET 9 .V .-.. - .�. ' f SUPPORT I C SUPPORT 2 f SUPPORT I f SUPPORT 2 i SUPPORT B • 4• -p 4•.p. �:_____ ______ ____L_- i T. -p ________ __ _____ ----------- 1 ' 4"¢ STD. k I i i i!I ; ..__._.__. ._..___.__.. +_._.__..___. (nP.) i I I SO° TYP. I - _._____._.._ ._..___.._.. __._.__. SUPPORT ______ I 'U'PORT i OUTSIDE FACE '9O' TYP' `I' 4._.-__ .______________________________ ARM (TYP.J ARM (iYP.J _�I OF BARRIER _ a '�• 'r it •I I LI ! 4��� i HORIZONTAL i L ^ SEE $10. PLAN 0-9a FOR SIGN I BRACKET 2 MEAS. ALONG BR. RAIL I SEE STD. PLAN O-Ga FOR SIGN PANEL MOUNTING DETAILS DE 'I PANEL MOUNTING DETAILS i I I 584055 LINE I 3q' -0' L1. BRACKET B MEAS. ALONG BR. RAIL 12' -V PLAN -51ON BRACKET 2 i PLAN -516N BRACKET 3 61ST. AVE. BRIDGE 40515 1 LINE 61ST. AVE. BRIDGE 40515 584055 ETA. 1081,60 504055 STA. 1061.60 SIGN 1190 SIGN 120 f SUPPORT 1 S SION A SUPPORT 2 f SUPPORT B I I f SUPPORT i f SIGN f SUPPORT 2 I VIEW Y LOOKING BACK ON STATION i ` VERTIDAL L_ 8011 ALIGN 0! OF ADJACENT SIGN PANELS g i51ON NO. 1199; o ` pI I I I ; I _y._____ .V .-.. - .�. ' �I'i �:_____ ______ ____L_- __________{:__.___. 5. ________ __ _____ ----------- _7 ..__________________.,tom______, 4"¢ STD. k PIPE i!I ; (nP.) i _ ------------------- I }-------------------- ._.------- q ; ______ -_ _ -------------- ' _ . __________ `I' 4._.-__ .______________________________ a______________ _ a '�• 'r it •I w i HORIZONTAL i I I I 12' -V VIEW Y LOOKING BACK ON STATION i ` VERTIDAL L_ 8011 ALIGN 0! OF ADJACENT SIGN PANELS VIEW Z LOOKING BALK ON STATION .a mnwx mom. W. alOpft E{ C -7296 a a pilm B�ERGER IF • `Tffl TATEGO o-..a-e.° Ir FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. T -26 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING SIGN BRACKETS 2 & 3 ,I im I Plot t BMS03 NOs 3)9 392 s SIGN NO. 120 i 6 i b I W W m _y._____ .V .-.. - .�. ' �I'i 4"9 5T0. PIPE ; i!I ; ______ -_ _ -------------- ' _ . __________ `I' 4._.-__ .______________________________ a______________ _ a '�• 'r it •I HORIZONTAL a VIEW Z LOOKING BALK ON STATION .a mnwx mom. W. alOpft E{ C -7296 a a pilm B�ERGER IF • `Tffl TATEGO o-..a-e.° Ir FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. T -26 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING SIGN BRACKETS 2 & 3 ,I im I Plot t BMS03 NOs 3)9 392 J_„ in N Q 4 SIGN 4 BRIDGE MOUNTED SIGN BRACKET 4 Q SUPPORT I ® € SUPPORT 2 E SUPPORT S I i I 1 I I SUPPORT 90° TYP. ARM (TYP.) OUT510E FAC E O/F BARRIER 1 I ^I I I 62'-0" AT. MEAD. ALONG BR.gAIL SEE STD. PLAN G - FOR SIGN ; • FIELD MEASURE VERTICAL CLEARANCE AT PANEL MOUNTING i PLAN DETAILS THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPE$ IF REQUIRED. j E405 LINE 66TH AVE, / CHRISTIANSEN °RIDGE 405/0 E405 LINE STA. 1104,00 SIGN 16 Q SUPPORT I Ii SIGN d SUPPORT 2 F SUPPORT 5 STANDARD STEEL PIPE LAP (iYP.) I § L -n A _ 12 V "A" = P -m S' -B @' !SEE SNEET BM$I4 VERi1CAL iFOR HE C IN FRACTURED I FIN AREA 12 I I � l I _ I ._.._.._.._ -1 ---------------- \ g EXI5TING m SERIES 10 (W5BG) GIRDER � ;I� ALIGN 80iiOM OF � iII A „y 0 ADJACENT SIGN PANEL$ \� II O y w E VIEW Y V 10 LOOKING AHEAD VIEW ^ ON STATION _ T- 26908E FILE NAME C:MlaMPm JVOOa2WmWYlagEeBTJV00tBMGO LAB.DON M SI sau PIO11 THE a:e°:U PIR 'mm' m "^ FEDAID PROJ.NO. �� ° " "a, °ey �w "'m°°'° 1 -40$ DATE envewB TG WAS °9 . 4055 Corridor Program 1 -5 TO SR169 BMS04 PLOTTED eT eq STAGE 1 -WIDENING _ OEaaNED BY O. MINNS ENTEa?0 aY A. COCHRIIN A8 WLLT TMRO uxn Qe ° °�` $ ° Bu.nxcmB[xeEn 0a0 c1ECIO:D Lry A. DIEDRICN SIGN ONAHOIa ML 22 Y4Ma GM wx�n m «D �+x"'A I I ; „" a x0 CHECKED E D B L NO DRICH IFG NMMOT RB O � �T R iMIS E CONETROCIION. INC 092 REGIONAL ADM. D. DVE REVISaN D,Rns ar C °7285 ° w...•. --o SIGN BRACKET 4 xxm. a i ! ili i i ill Ili 1 �R Ili Ili Ili ' II , ili Ili 1 II: HORIZONTAL i I e SIGN NO. 1 16 b b b �- o � � ________ _______.__.._________.:.___ _ ___________- _ _.______.._._..., ____ _ � 1 6' I I � STRONG FIFE I Ili (TYP.) 1 1~ ,I, (TYI.) € i il; I III I II; a ; iii J_ M5 W ,,Iww V/ Q X SIGN Q 5RIDGE MOUNTED — I SIGN BRACKET 5 r SUPPORT I i SUPPORT 2 S9° L 39 1 I i i 'Co TYP. i SUPPORT ARM (TYP.) OUT510E FACE OF BARRIER V L i ^{ -7 B5' O, RT. MEAS. ALONG�BR. RAIL , SEE SiO. PLAN 0-9a FOR SIGN it -F405 LINE PANEL MOUNTING DETAILS PLAN • FIELD MEASURE VERTICAL AL ADJUST HE AT THE LOCATION OF THE SIGN. ADJUST THE 56TH AYE. / 6HRISTIANSEN BRIDGE 905 /9 LENGTHS OF PIPES IF RfOUIRfO. E405 LINEN 15 IIWa00 slGry 116 SIGN N0. 15B Q SUPPORT I Q SIGN 2 X 2''6�� STANDARD STEEL 1 PIPE CAP (rYP.) I G SUPPORT s . i 51ON NO. 15A i ` w ..... ........___ _,L --- _.------- - - - - .-- - -__- __.E__r_. i ..._.......__.__ _._' PPSO. I 3 (TYP) (TYP. J�A j i SEE SHEEANCHIN FRACTUI FIN AREA 1 i VERTICAL I • _.._..__._.._.1 1. —__.- _.._ -.___ 1 ------- - - - - -- -- -_ ............. _____-- ..- 1_-- .- .-- _- .____y,. il; •I ExISrING I [ l I iil ® SERIES 10 [W58G) / II HORRONTAL! _ 1 GIRDER !I� VOTTOM OF i ADJACENT SIION PANELS D III h Ux 2• -o' 319^ S' -9' r -d• 13 li' A iL 2 Eu E VIEW Y i ] LOOKING AHEAD VIEW X ON STATION T -26908 F FILE W1ME C] TNU09X1np 32BB1EBBTNU088Yed6A &DBN u u sr vp o =d °,gym 1 -405 Ploti TEE ]:]T.9A PM u°iox mare FEDAID PROJ.NO. w DAre 111. ]U WAS �0 :RR 5 Corridor Program 1 -5 TO SR169 BMMS05 rLDTrED eY ®o _ STAGE 7 - WIDENING DE810xED BY O. aIMNB m n� aO.a° eaiiria°O Ex1ERFD BY A. COCXRAN AS BUILT TAY1E ° LL !> BERGEP Vsa.`:°m cxECx>:D Br A. Dleowcx arox auxaED xoc a 9wloA ax ooRnv�m inR�. A BRIDGE MOUNTED SIGNS Dom] PIIDJ. ENO0. LXODGBON IFC HMAIOT Re C -7295 (0 `TTH., crr:rorvsraucnoN,Lrvc 3Y! REDID ADM. D. DYE RENMIDN DAre er ' .,w.,.. SIGN BRACKET -9 .—. J F7F1�� ,,Ww VI al L 51GN BRIDGE O , SIGN BRACKET ACKET B € SUPPORT I i SUPPORT 2 4'.p 1 _. _. _. _. _.. r__.___._.._.._,. _.._..__.___..r..___.._.._.._.. i 1 80' TYP. I SUPPORT i ARM (TYP.) OUTSIOE FACE f/ OF BARRIER Y 5EE STD. PLAN G -9. FOR SIGN I PflNEL MOUNTING OETA145 14'0' BR. RAIL x FIELD MEASURE VERTICAL CLEARANCE AT Li. MEAS. ALONG1 1 1 61ON LIGHTING LUMINAIRE THE LOCATION OF THE SIGN. ADJU51 THE LENGTHS OF r-E405 LINE PIPES IF REaUIREO. I PLAN SEE STD. PLAN G8e SETH AYE. (CHRISTIANSEN BRIDGE 40519 E40.5 LINE ST 1f04.90 II 5•G, SIGN 111 Q SUPPORT 1 2. Q SIGN Q SUPPORT 2 STANOARO STEEL SIGN!NO. iflA 1 PIPE CAP ("P.) Im EI�`p i GICN NO. 111! i o aL ° 'y .._________. I ..______________.__' ---------------------- .II__ -____-- A w. 6 F— 5T0. PIPE W- 11-11 Y (TYP.) (Tyr.) B' -Biz" O 1 SEE SHEET OM514 IFO R ANCHORAGE `Y I IN FRACTURED p N AREA I � ♦ I T I VERi1CAl I 1. ____________________ J.___ _________________._�__- ____ -__T I ii ._._- __ .— ----------------- J __._________._ --- EXIB a Ili SERIES q iI f GI/ROER,iI ORI2ONTAL < i L__��ALWN 00TTOM OF 1 ADJACENT SIGN PANELS iii VIEW Y SIGN LIGHTING LUMINAIRE E SIGN LIGHTING m,N' VIEW X u WINIA1RE LOOKING BACK ON STATION T- 269090 FILE NAME C:IWeMPm J VWBTNmb]MMEBBTJV002- EME-06AB.ODM TINE ]:M:M FM '-0X ^•" FEDAID PROJ.NO. xR �'SU a 04 - °°"tlTM^°"°' 1 -405 Plot i PATE BNN3019 tD AS ,°� m 4Qrj Corridor Program 1 -5 TO SR169 BI-b6 6 MIGN ar alB STAGE 1 -WIDENING DE9gNE0 EY O. MINNS .o. n®r if 9A ENTENED aY A. COCNRIIN A8 BULLT TMM9 YB R. F BlLrlxcm BFrtc[n ]82 C1EC to A. DIEDRICH MU C.ED NDC 24 mm aM m^" _ mmx °o- ° ° e „I / I -,, ''C- s PRCLmaR L. NODG90N IFC ]1NNW RE C -7296 �1 —�-4/ • T�sT TC mrvsraocrLOrv, we SIGN BRACKET 6 392 RE MML ADM D. DYE fallMgM mm BY ° °1°"° J �M W N Q LINE F v C SIGN . BRIDGE MOUNTED SIGN BRACKET 9 SUPPORT I I Q SUPPORT 2 TYP. SEE STD. PLAN 0-9a FOR SIGN PANEL MOUNTING DETAILS PLAN BOTH AVE. / CHRISTIANSEN BRIDGE 40519 STA. 1104 +90 SIGN 112 4 SUPPORT I £ SIGN Q SUPPORT 2 I I VIEW Y LOOKING BACK ON STATION `VERTICAL L m EXISTING SERIES 10 (W5BG) GIRDER — ALIGN BOTTOM OF ADJACENT SIGN PANELS • FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. SEE SHEET SMS14 FOR ANCHORAGE IN FRACTURED FIN AREA — VIEW X i d i SIGN NO. ll( T- 269091 FILE NAME S R% TN889DAmR9238MEBBTJY88bEM60T- I I i TV _ . ------------------ __L -------------------- PIOI1 TIME 11 q' 4 '6 EXigA STRONG PIPE ,1 (NI.) (TYP.) I ,.tea FED.AID PRWAO. a3 �`" I �W°^" " "�""_"°"' I I 1 -405 DATE EH31MID T _Z.. L ; I 10 AS Ili I N cs r. 405 Corr7.�.�UM.M., HORIZONTAL i ; I 1 -5 TO SR169 BMOS 7 4' -0' 4' -O' aM 12--0- VIEW Y LOOKING BACK ON STATION `VERTICAL L m EXISTING SERIES 10 (W5BG) GIRDER — ALIGN BOTTOM OF ADJACENT SIGN PANELS • FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. SEE SHEET SMS14 FOR ANCHORAGE IN FRACTURED FIN AREA — VIEW X T- 269091 FILE NAME C:1We R% TN889DAmR9238MEBBTJY88bEM60T- AE.OGN _ PIOI1 TIME 3Me:M PM 'm°' ° FED.AID PRWAO. a3 �`" Oaµ rw� °° " �,' �W°^" " "�""_"°"' 1 -405 DATE EH31MID 10 AS cs (g I , ' 405 Corr7.�.�UM.M., 1 -5 TO SR169 BMOS 7 PLOTEED aM DEBNENED BY B O. MINIM ' STAGE 1 - WIDENING ENTERED BY A. DODXRAN AB MMLT Tl8"10 aaa /ar a oRf4 Tp0 p,,"�[4'�� DI FIH4ER 8ER4ER _ 383 CHECKED m A. DIEDMCN 9x:x GMNIRL NM 23 41MM 0tl oexmw.w �^' -gym" ra tl 382 PRW. EMIL L XODD80N IFC 1ll8M8T AB C -7296 TRESTAi BRACKET 7 REDIONAL ADM 0. DYE REY M WTE w e- .a-r,SIGN — r J_ W a Q SIGN F BRIDGE MOUNTED SIGN BRACKET B E SUPPORT 1 i SUPPORT 2 C SUPPORT 3 .._ __.._.. _.__.._..F.._.._.. _ __.. _.. _-- _.__.._ i__-- _.._.. _.._.. __. _.._.._ -_ T--------------------- i _ SUPPORT A SO RM (1YP.J I TYP. OUTSIDE FACE OF BARRIER I 50--a- I.T. MEAS. ALONG1BR. RAIL SEE STD. PLAN 0I FOR SIGN 1 rtl PANEL MOUNTING DETAILS x FIELD MEASURE VERTICAL N. ADJUST AT PLAN THE LOCATION OF THE SIGN. ADJUST THE jf E405 LINE BOTH AVE. / LXRI6TIAN5EN BRIDGE 405/8 LENGTHS OF PIPES IF REQUIRED. 5TA 1104.90 SIGN tl3 5TANDARO STEEL £ SUPPORT 1 Q SIGN /SUPPORT 2 k SUPPORT 3 PIPE CAP (rYP.) 2 0 A 2 5,61V. 15 EE SHEET 004519 j FOR ANCHORAGE IN FRACTURED FIN AREA 7 I IN I � I VERTICAL c _.I_..__._.._.._-i 12 n EXISTING I SERIES TO two R/i ALIGN BOTTOM OF ADJACENT SIGN PANELS Rh 11 b y� O ZEw � N1 VIEW V VIEW X E LOOKING BACK 12 ON STATION _ T- 269092 FILE WIAE G:1WpMPm p[ WASplBirvaWXm�0328B1EBBTrva8ZBY3aLgB ppx TIME $03:14 PM srtrt E �,SWuttr pH �w °yam a PIOLI FEDAID PROJ.NO. a QJ° 1396 Give dio 1G WAS ,+°, °� 405 Corridor Program IS TO SR169 BMS08 PLATTED BY alQ STAGE 7 - WIDENING ENTER DESIGNED GY G. MINNS o •� ENTERED SV A. COCNRAN AS SMRT )W19 P °OU'n�° F 0 CHECRED Or A. DIEDRICN 30x CHANGED NDC 22 ualae GM °�' °'lo „,. s ^� 91Lr1NC.. 9E.c.x . BRIDGE MOUNTED SIGNS 3a �.�^,;wEys.r PROD. ENOR LNODGSON IFO 11MN07 RB nxa uu —� I O • TNlsl'nie consTRUCTION, InC 392 ASGONAL ACM. D. DYE M:wwN DATE eY C -iY96 e— .�.. -., SIGN BRACKET 8 .�.... I I SIGN N0. 113 I i ICI r, � �� 'll 4 "e STD. PIPE li (TYPd (TYP.) li li ill ,li II; ill III III til !ii ill II, .I; �I ail i i .___________ _ _________ 4 a •� N I HORIZONTAL I I � ZO' -G J ,W YI Q 4 SIGN 4 BRIDGE MOUNTED SIGN BRACKET 10 SUPPORT I f SUPPORT 2 'CRT i 90° iYP. i i 510NN0. 75 (lYfj nII 510E FACE OF BARRIER x 1 FILE NAME C: \WNNMM --------------- _ -------------- ______________________.�_._.________x _ _- . DETAILS 2 i x FIELD MEASURE VERTICAL CLEARANCE AT _ ----------- ' - BRACKET f0 MEAS. ALONG BR. RAIL 1 Y SEE STD. PLAN G9® FOR SIGN LENGTHS OF PIPES IF RECLINES. N0405 -N000 LINE 5TA. 22.30 PANEL MOUNTING DETAILS SIGN 76 PLAN —SIGN BRACKET 10 CO LINE 10 AS PLOTTED BY tlb I .. LINO AVE. BRIDGE 405/14 Aa BIIILr ,6405 -NBCD LINE STA. 22.30 °Nm 3as z.»=+Z .T.. ENTERED BY A. COCHRAN SIGN 75 I f SUPPORT 1 Q SIGN i I i I i f SUPPORT 2 i I f SIGN E BRIDGE MOUNTED SIGN BRACKET 9 k SUPPORT I ¢ SUPPORT 2 a0^ rrP. i i 510NN0. 75 (RYP.) nII 510E FACE OF BARRIER x 1 FILE NAME C: \WNNMM --------------- _ -------------- ______________________.�_._.________x _ _- . DETAILS _ _ _________ 4T1 STD. PIPE 1_________ x FIELD MEASURE VERTICAL CLEARANCE AT _ ----------- ' 1-405 1 -5 TO SR169 STAGE 1 - WIDENING BRIDGE MOUNTED SIGNS THE LOCATION OF THE SIGN. ADJUST THE Y LENGTHS OF PIPES IF RECLINES. N0405 -N000 LINE 5TA. 22.30 FED.AID PROJ.NO. SIGN 76 I 10 AS PLOTTED BY tlb I .. a � Aa BIIILr I +m'4®' °Nm 3as z.»=+Z .T.. ENTERED BY A. COCHRAN REVISED OFFSET NDC M I;, I exECNEO eY A. WEDRICH bIGN eluxDED NOD u uNM oM HORIZONTAL �.+w n _ I 11NNW RB i REOM)NAL ADM D. DYE e Mn 9Y z• -s� s' -m I e• -o^ z' -a f SIGN E BRIDGE MOUNTED SIGN BRACKET 9 k SUPPORT I ¢ SUPPORT 2 40. 70 2' -6 TOM NT LS a0^ rrP. VIEW Z LOOKING AXEAO — ON STATION (RYP.) OUT 510E FACE OF BARRIER x 1 FILE NAME C: \WNNMM I RT. - BRACXg 9 MEA5. A� LONG BR. RAIL, SEE STD. PLAN 0-84 FOR 51ON PANEL MOUNTING DETAILS PLAN -SIGN BRACKET 9 sa ••a,� °4y •� ' / pl pllPt` x FIELD MEASURE VERTICAL CLEARANCE AT 8405 -NBCD LINE 1-405 1 -5 TO SR169 STAGE 1 - WIDENING BRIDGE MOUNTED SIGNS THE LOCATION OF THE SIGN. ADJUST THE LINO AVE. BRIDGE 405/14 LENGTHS OF PIPES IF RECLINES. N0405 -N000 LINE 5TA. 22.30 FED.AID PROJ.NO. SIGN 76 DALE Y1N3M0 40. 70 2' -6 TOM NT LS VIEW Z LOOKING AXEAO — ON STATION VIEW Y LOOKING AHEAD _ ON STATION I VIEW BRACKET 9 SHOWN. 'PACKET 1015 SIMILAR. x m�Nw E u ` T- 269093 FILE NAME C: \WNNMM a1BTJVWOTNnW2S8MEt1BTN002- EMa9FAB,paN lu � Iyl * ^KS� `1` � sa ••a,� °4y •� ' / pl pllPt` ° °i1 ° "^+°°"' 405 Corridor Program m FINCER aeACen � �••° • �� � eonsrxocrlorv, we 1-405 1 -5 TO SR169 STAGE 1 - WIDENING BRIDGE MOUNTED SIGNS Pilot TIME 3M= PM FED.AID PROJ.NO. BMS09 I.COS DALE Y1N3M0 10 AS PLOTTED BY tlb BY G. MINKS Aa BIIILr +m'4®' °Nm 3as z.»=+Z .T.. ENTERED BY A. COCHRAN REVISED OFFSET NDC M 1AVfO 11NLOE JM exECNEO eY A. WEDRICH bIGN eluxDED NOD u uNM oM �M� +w. C- 7295;rxrti: �.+w n PROD. ENUR. L110DGRON IPC 11NNW RB SIGN BRACKETS 9 & 10 REOM)NAL ADM D. DYE REV1810N Mn 9Y J M� W Q Q SIGN Q SOQGE MOUNTED SIGN BRACKET 12 £ SUPPORT i SUPPORT 2 4 SUPPORT 5 n I 1 I I � I (Ri ARM 90° iYP. I tYP.) OUTSIDE FACE OF BARRIER Y ^ J I i I i IT' LT. MEAS.OLONG SR. RAIL SEE STD. PLAN 0-9. FOR SIGN x FIELD MEASURE VERTICAL CLEARANCE AT I PANEL MOUNTING DETAILS THE LOCATION OF THE SIGN. ADJUST THE PLAN LENGTHS OF PIPES IF REQUIRED. �E405 LINE LIND AYE. BRIDGE 405/14 E405 LINE STA. 1192.70 SIGN 90 4 SUPPORT 1 i SIGN & SUPPORT 2 f SUPPORT 3 STANDARD STEEL PIPE CAP (TYPJ � a GEE SHEET SM514 'A- = 1'-0" FOR ANCHORAGE IN FRACTURED N AREA 0 j VERTICAL m _..._.J C - -li 2 _ SERIES) 14 GIIROEEJ :ij z ALIGN BOTTOM OF K•.0 ADJACENT 51ON PANELS zj IJ jl' - b YYu E _N� VIEW Y VIEW X U LOOKING SACK ON STATION T- 269094 FILE NAME CAWD BITJYDD MSD]]E9IEBBTJYDO 8B 1I- LWN •� TILE $:M:a PM — ^•" FED.AID PROJ.NO. wo ? se ° w,�OHy "moo°"°°' 1 -405 Plot t DATE M=10 to AB c9 'kd. �. 405 Corridor Program 1 -5 TO SR169 BMDS11 PLATTED BY eo STAGE 1 - WIDENING _ DEBIONED BY O. MINNB ENTERED BY A.COCNRAN AS BUILT TAD1D se. e� � A4 �" xrlxsm 6encex @�99 ..... BRIDGE MOUNTED SIGNS B� CHECKED BY A. DIEORICN MM CHANGED ADC n 4WM, pM aa1MCl IM F ^I _/ _ , "W "`C. 'a PROD. EMM LNODDBON IFC 11MNM RB C -7295 �,1^'[I`L°[IL B iTRIS TTFCONSTRUCTION, INC 39Z REGIONAL ADM. D. DYE REYMnx MTE BY " SIGN BRACKET 12 I SIGN N0. 90 O. 3 ,li I I i •1' i1�4 "e EXTRA ill ii; Ill _ i�i (iYP.) � STRONG � 1e = jli PIPE (TYf.) ai b I I Yl _ _iij i' ll �r- _ b Ili I. I HORIZONTAL I W 2'.9' 6'.O' O' -b" J_ m Q E SIGN E BRIDGE MOUNTED SIGN BRACKET 13 Q SUPPORT 1 E SUPPORT 2 I I � I SUPPORT 90v TYP. I I ARM (TYP.) OUTSIDE FACE OF BARRIER IE FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE GIGN. ADJUST THE E565 -N405 LINE LENGrHS iNb OF PIPES IF REQUIRED. SEE STD. PLAN 6-9e FOR SIGN ri�4 -2' -RL PANEL MOUNTING DETAILS EA5. ALOM NG BR. RAIL PLAN SIFT. AVE. BRIDGE 40515 E505 -N0405 LINE 5TA. 2016+69.47 51ON 4 STANDARD STEEL Q SUPPORT 1 C SIGN € SUPPORT 2 PIPE CAP (TYP.) 2 x 1 b1 I 3' -4' VERTICAL i � i C Y `_.. A ro 12 E %ISTING GIRDER J Ili II ALISN COTTOM OF ADJACENT SIGN PANELS 0 11R Il II� g b Iiif ,I H � roo I VIEW Y VIEW LOOSING BACK ON STATION _ T- 269095 FILE "HE C:IWBM1V IBTTNBpBSdmEG228BIEBBTJWBEBM &11AABBGN TIME 3AT:13 PM ^"°°" ^ "" FEDAID PROA.NO. aEw 4aN- v +T,kHy �°° ° ° "'+°""' 1-405 BMEii PU0 dic 10 AS 405 Corridor Program 1 -5 TO SR169 A PLGITED BY aIa STAGE 1 - WIDENING DE3MNED BY G. MINNB ENTERED BY A. COCHRAN AS WILT P ^sw so F 0 e..+e v...v TNf10 YST N1f sN° . +fk+ Bxcgq BERDE0. GREENED BY A. DIEDRICH IPG BSSISB RB �MMggal q>. MaMdl qa e BRIDGE MOUNTED SIGNS �T PROA ENGR L NODDSON NEW SHEET NLIC !2 4NN5 BM C-7296 A B `TT® STATE fONXTRBCTION, ViC SIGN BRACKET 13 33z REGIONAL AM D. DYE REVISION DATE BY � °392 P V. I^ ; (TYLJ D.iIPE m (TYP.) P I I I m i i III I ; IW I HORIZONTAL I 10' -0" I SIGN N0. i4 d I I I I I W N Q OUTSIDE FACE OF BARRIER ALIGN BOTTOM OF ADJACENT SIGN PANELS SUPPORT 1 90° TVP. L SIGN Q BRIDGE MOUNTED i SIGN BRACKET 14 SUPPORT 2 f SUPPORT 3 L I SEE STD. PLAN G -9s FOR SIGN i PANEL MOUNTING DETAILS I I I 31'40' LT. - BRACKET 14 MEA5SALONG BR. RAIL PLAN -916N BRACKET 14 EGB 1,1405 LINE 61ST, AYE. BRIDGE 40W5 E355 -N405 LINE STA. 2016,69.47 SIGN 5 SUPPORT 1 Q 6UPPOKT 2 Q SUPPORT 3 1 I VERTICAL x FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. VIEW Y %� Imo' ON STATION VIEW ' x `�" T- 269096 ON STATION FILE NAME TIME 3M:19m m nrz I FED AID PRD.I.NO. 2s lB Sw < ow s;D�y �°Wn'1°" "a "°"1Y1111 1-405 BM 'li PLOT 9HaDO1D 7o AS 40,5 Corridor Program 1 -5 TO SR169 I-CBDS PLOTTED BY aM STAGE 1 - WIDENING DESroNEO BY D. MINIS s •r� EILLERED BY q, COCNRAN ABB T Tlu1B Ma �� oxsK ey `0 ILrlxem Bencex �•— BRIDGE MOUNTED SIGNS 2EB CHECKED BY A. DIEDRICH MC 9NB9 RB wxnv�n xw �� ' / uI.. -� ='- PIfO1ENOR LNODGSON NEW SHEET NOD 2E WySp BM C•7295 y11q,F�� R i-R- 5TAIICONGTRU-10I ,INC 3R2 R ... A. D. DYE REVMIOx DATE BY ° SIGN BRACKET 14 .�. SIGN NO. 5 i i a at i i i ro i w w g' I 4"P STANDARD Ili PIPE (TYP.) (TYP.J 0 ;II „ I ul I. _ _ _ _ _.___________________ ------------------------------- _ _____r L iil i it ii is ._ __________ _______y.______- _______________ _ _________ 3 ii; ili I W HORIZONTAL i I 6' -0' IT-O' VERTICAL x FIELD MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. VIEW Y %� Imo' ON STATION VIEW ' x `�" T- 269096 ON STATION FILE NAME TIME 3M:19m m nrz I FED AID PRD.I.NO. 2s lB Sw < ow s;D�y �°Wn'1°" "a "°"1Y1111 1-405 BM 'li PLOT 9HaDO1D 7o AS 40,5 Corridor Program 1 -5 TO SR169 I-CBDS PLOTTED BY aM STAGE 1 - WIDENING DESroNEO BY D. MINIS s •r� EILLERED BY q, COCNRAN ABB T Tlu1B Ma �� oxsK ey `0 ILrlxem Bencex �•— BRIDGE MOUNTED SIGNS 2EB CHECKED BY A. DIEDRICH MC 9NB9 RB wxnv�n xw �� ' / uI.. -� ='- PIfO1ENOR LNODGSON NEW SHEET NOD 2E WySp BM C•7295 y11q,F�� R i-R- 5TAIICONGTRU-10I ,INC 3R2 R ... A. D. DYE REVMIOx DATE BY ° SIGN BRACKET 14 .�. J_ W N Q f SIGN r BRIDGE MOUNTED i 51GN BRACKET 15 SUPPORT 1 f SUPPORT 2 80° TYP. SUPPORT OUTS FACE I ARM (TYPJ OF OAR RIER I SEE STD, PLAN 0-9a FOR 51GN I PANEL MOUNTING DETAILS I I 15' -71 LT. - BRACKET 14 MEAS. ALONG BR. RAIL I I �- i PLAN -5I0N BRACKET I5 i�E505N405 LINE 6151'. AVE. BRIDGE 40515 i E565 -N405 LINE STA. 201646987 SIGN 7 SUPPORT 1 f SIGN f SUPPORT 2 I ALIGN BOTTOM OF ADJACENT SIGN PANELS VERTICAL * FIELO MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. VIEW Y VIEW X 15 I LOOKING BALK ON STATION T- 269097 FILE MME C:OY*•LVm Y]TNOOOYWIr0730MEBETN002BM MME sm:n SIGN N0. 7 i �,a wry, A iaa' z° r.E eeo` n Sµ A.� �a ••w,Asy ">y, _ �°+^ °a "�°""°^ f�Qrj Corridor Program 0 ILFINGEP B-. L ,, V � � • r, wsrn�re mrvsTRUCrIOn, INC 1 -405 I5 TO SR169 STAGE 1 -WIDENING BRIDGE MOUNTED SIGNS PIM 1 BMS11 C �' n'° FEDAID PRW.NO. o-10M i m Lam_____________________ \------------ .__________ .I' O ar aw ____ ______________________ 6� 4'9 STD. I PIPE PIPE ]pB 'BR *s^ ENTERED BY A. COCXRAN 7Nn0 MBT CHEGNEO BY A. MEDRICX Ire yN� I _ � 0-7295 uu� ____ ___________L__._____.__________ __________ I NEw SHEET NDG 0R 4WM 1 � * SIGN BRACKET 15 REOpM1L ADM D. DYE REV01pN y BY I I I y _ I T W I iJ1 i 1 - HORIZONTAL I i i 14' -' VERTICAL * FIELO MEASURE VERTICAL CLEARANCE AT THE LOCATION OF THE SIGN. ADJUST THE LENGTHS OF PIPES IF REQUIRED. VIEW Y VIEW X 15 I LOOKING BALK ON STATION T- 269097 FILE MME C:OY*•LVm Y]TNOOOYWIr0730MEBETN002BM MME sm:n &110 #B.0 n �,a wry, A iaa' z° r.E eeo` n Sµ A.� �a ••w,Asy ">y, _ �°+^ °a "�°""°^ f�Qrj Corridor Program 0 ILFINGEP B-. L ,, V � � • r, wsrn�re mrvsTRUCrIOn, INC 1 -405 I5 TO SR169 STAGE 1 -WIDENING BRIDGE MOUNTED SIGNS PIM 1 BMS11 C �' n'° FEDAID PRW.NO. o-10M 10 AS O ar aw UR.. DEBMNED EY G. MINN S xE nEa ]pB 'BR *s^ ENTERED BY A. COCXRAN AE BMLT 7Nn0 MBT CHEGNEO BY A. MEDRICX Ire yN� � 0-7295 uu� PROD. ENGR LxODOSON NEw SHEET NDG 0R 4WM DM SIGN BRACKET 15 REOpM1L ADM D. DYE REV01pN GTE BY J_ 7 m N a DETAIL 8 yr.) M TYP.) +nl iOP 6 r M L SUPPORT AM T VgR1E5 dP w ° "r SLOTTED TO DETAIL C DETAIL A ,nzu nB T- 269098 FllE tUME G:1YPoBwro NOOOMnwYY081E68TNPPxEM &12AB.00R w ��' F . .° a` " ^` °"" ° ^.s .-,o -', ° _ � °i°"�^"'°'"' ^_°" `°^ 4Q5 Corridor Program E " " "`m E`" "" • rw -ngre consTRUrnon. INC 1 -405 1-405 I -5 TO SR169 STAGE 1 - WIDENING BRIDGE MOUNTED SIGNS P Pt i HE 9AP:M PN ..ox n n FED AID PRW Wn BMS12 IdaE �B As PtonED ar aIO DESIGNED BY 0. MINNS ExresED BY A.GO HMN As Buar I YAP aso 392 "�„ cNECNED BY p. aeDRICN GHEET REFEBENCEB MoG }2 uNa aN�"" C -7296 �+a ra PRDJ. ENGR `'NODOSON Bc "+ BRACKET DETAILS 1 OF 3 REGIDNAL AM D. DYE REYMEJN DAre er m rn a *EONr M70R f0 VERIFY KfYAL GIRDER OIMENAONS PRIOR r0 FABS.r OS. Y iMRY 119 E50TTOM SUPPORT ARM D IL E 4M• ry *3 i v^ v i W. OLE WZ % q ; 2W NY(6SO (AASxro Ln9Al I ew i r s @� DE A G SIGN BRACKET ZO on f. 1ro0 EIS II 8° L$MM' ELOrrEO xS,EE (90T. PLVE, A$'e HOLES /TOP PLATE) D %'/ SEE'SWI NNS d WA .. (AASWO H41 101 PLACE 90%T•W1 HEAD ONSUNOERSIOE. VIEW P T- 269099 RU MME C:IYbeLV JVWpLYmOt38xEBBT JVWLBM9- ISpB.DON pp M, Sr,� s Plot TIME S %+A+PY "®°" ^ "^ FEOAID PROJ.NO.E�xL•u`H �w ^°^"'°' 1 -40 $ DALE anxwtE +o AS e`g 4 6 ! 5 405 Corridor Program 1 -5 TO SR199 BIMS13 PLDT+ED BY ax °! STAGE 1 -WIDENING DwmD BY G. MINNS 10 x� ENTERED BY A. COCHRAN AS Buur nxto T « "L,�' eIL.INEm RERCeR _ ... BRIDGE MOUNTED SIGNS 39+ cxECI10 =o BY A. DIEDRICH TABLE ANO BxEEr REFERENCES xoC xt Y9NE OM "°"' "^ 1^'+� pnl PR(AI. mm LHODGSON BL t+NxW RB C -7295 rGm— �J,S•yT[[� ; T -Rl.ti? -n: consrROCI'IOrv, Inc 093 BRACKET DETAILS 2 OF 3 REDX+NAL AM D. DYE REVISN)N DAIS BY Yanxr — w °x"^ J_ m y Q ON 1 ANCHORAGE IN EXISTING FRACTURE FIN AREA qKX NUT HASHER ANCHOR 80LT DETAIL FOR TOP BRACKET (rYPJ NOT E5: 1. RESIN BONDED ANCHOR SYSTEM 15 TO BE INSTALLED USING MANUFACTURER RECOMMENDATIONS IN DRY CONDITIONS. 2. TORQUE RESIN BONDED ANCHOR NUTS TO PROOF LOAD. 6 SUPPORT I i 1 'CHIP FACE OF DARRIER FLUSH UNDER BRACKET SUPPORT ARM BASE PLATE. CLEAN ALL MATING SURFACES BENEATH EPDXY MORTAR PER MFR'S RECOMMENDATIONS. APPLY EPDXY MORTAR AS REQUIRED TO SURFACE TO A55URE UNIFORM BEARING SURFACE. 5ECTION J WITH WASHER IN FRONT OF AND BEHIND SIGN. MOUNTING DETAIL FOR ROAD NAME SIGN DO NOT ATTACH TO PRESTRESSED GIRDERS _ T- 2690 9A FILE NAME D:1 1BTJV000210mRMPWIEBBTJVYpFBY &1MB.DDN TINE 3:E3:B1 PM '°°°' ^•° FED.AID PROJ.ND. 's1o6 sa Sa�Oe �°1w�or a�`.�..,m. I -405 P S1 DATE wE201° 10 AS ' `°� '' s 405 Corridor Program 1 -5 TO SR169 BM�74 OMeNO BY me STAGE 7 -WIDENING OEMBNED BY G. MINNS u •� EnIERED BY A. COCNRAN A8 BUILT TN10 NBT F F" ER aen gIECNED BY A. DIEDRIOx ADD LlDUxnNO DETAR NDC 22 ,N,,, BM eaxmrerp „o,,,,, ,, ' g,E eP ° °� N ILEIxDEE BBEERRGER � .a BRIDGE MOUNTED SIGNS 392 PROD. ENBR. L HODGBON I& In 11NN R RE I C • � RUMO REOIOruL AoM. D. DYE REnBION DATE BY C -7295 .....�.a n �r ' wTECONFraurnon,lrvc BRACKET DETAILS 3 OF 3 ayz IRK T CHANNELIZATION PLAN DESIGN SUMMARY AP CV 405- CP.dgn e e ,0 9 7 �¢ s G\ S/ EN NAL I to DATE P.E. STAMP sox DESIGN DATA FOR INTERSTATE, I -1 MOBILITY TIME 8:12:21 AM RENO N STATE FED.AID PROJ.NO. DATE 8!24/2010 10 WASH���� PLOTTED BY d10 _ I -405 _DESIGNED BY A. SCHMIDTMAN eoe NUMBER ENTERED BY L. JOHNSON FUNCTIONAL CLASS URBAN INTERSTATE (DESIGN MATRIX 1 -12) CHECKED BY J. STOHN J CONTRACT NO. DESIGN CLASS I -1 REGIONAL ADM. D. DYE _ REVISION DATE BY ACCESS CONTROL FULL ACCESS CONTROL TERRAIN ROLLING NB SB TUKWILA NB I-405 SR 181 SR 181 SR 181 NB I -405 NB SR167 SB SR167 NB405 -NBCD 1 I -405 I -405 PKWY TO TO TO TO TO TO TO NB I -405 SR 181 NB I -405 SB I -405 SB SR167 SB I -405 SB I -405 DESIGN SPEED 60 MPH 60 MPH 60 MPH 60 MPH 60 MPH 60 MPH _ 40 MPH 45 MPH 60 MPH 60 MPH 60 MPH @ GORE G GORE @ GORE @ GORE @ GORE c GORE @ GORE @ GORE 25 MPH MIN 25 MPH MIN 25 MPH MIN 25 MPH MIN 35 MPH MIN 5 MPH MIN 35 MPH MIN 60 MPH MIN POSTED SPEED 60 MPH 60 MPH 25 MPH 25 MPH 25 MPH 25 MPH 40 MPH 35 MPH 25 MPH 35 MPH 60 MPH DESIGN VEHICLE WB -67 WB -67 WB -67 WB -67 WB -67 ` WB -67 WB -67 WB -67 WB -67 WB -67 WB -67 IRK T FILE NAME C: 1WorkIProjectWiseIBTJV00021dmsO22731BTJV0002 AP CV 405- CP.dgn e e ,0 9 7 �¢ s G\ S/ EN NAL I to DATE P.E. STAMP sox P.E. STAMP BOX TIME 8:12:21 AM RENO N STATE FED.AID PROJ.NO. DATE 8!24/2010 10 WASH���� PLOTTED BY d10 _ _DESIGNED BY A. SCHMIDTMAN eoe NUMBER ENTERED BY L. JOHNSON _ CHECKED BY J. STOHN J CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGS_ON REGIONAL ADM. D. DYE _ REVISION DATE BY WSDO T NOR THWES T RECION CHANNEL IZ— A TION PL AN TRAFFIC ENGINEER AREA OPERATIONS Signed 4A, D <5te 1W. Print MARK BANDY ENGINEERING MANAGER Signed `j .P , =..- 0 t%C" -P& Date 9--10 -(0 Print DENISE CIERI 1-405 CHANNELIZ4 TLff FOR ffPROVA II 1 FILE NAME C: tWorkIProjectWiseIBTJV0002 1dms022731BTJV0002 AP IN 405 Chan- CP.dgn TIME 8:15_:19 AM v _ REGION N STATE FED.AID PROJ.NO. NO. DATE 812412010 PLOTTED BY dio 10 WASH DESIGNED BY A._SCHMIDTMAN JOB NUMBER ENTERED BY _ L. JOHNSON CHECKED BY J. ST.JOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON _ REGIONAL ADM. D. DYE REVISION DATE BY /o, w A 4 oAT P.E. STAMP BOX PLAN FOR � APPROVAL ROADWAY SECTIONS ROADWAY ROADWAY . - ROW , • ROW PLAN ROW PLAN ,. ALIGNMENT / .O a ROW PLAN ROW PLAN -; ROW PLAN �® ROW PLAN -+ ALIGNMENT ROW PLAN PROFILE ". SUPERELEVATION _ PROFILE AN. • �' 'PROFILE AND , �® PAVEMENT PAVEMENT MARKING a PAVEMENT MARKING PLAN PAVEMENT ♦ . ` PAVEMENT . _ a PAVEMENT MARKING PLAN L PAVEIVENT PAVEMENT MARKING . ' ` • • - , •. 'KING PLAN PAVEMENT MARKING N .a FILE NAME C: tWorkIProjectWiseIBTJV0002 1dms022731BTJV0002 AP IN 405 Chan- CP.dgn TIME 8:15_:19 AM v _ REGION N STATE FED.AID PROJ.NO. NO. DATE 812412010 PLOTTED BY dio 10 WASH DESIGNED BY A._SCHMIDTMAN JOB NUMBER ENTERED BY _ L. JOHNSON CHECKED BY J. ST.JOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON _ REGIONAL ADM. D. DYE REVISION DATE BY /o, w A 4 oAT P.E. STAMP BOX LEGEND 117'-12' HMA CL. A" PG 64-22 CRUSHED SURFACING BASE COURSE GP GP GP GP SHLD PETROTAC (APPLY ON ALL JOINTS) DATE P.E. STAMP SOX EXISTING PCCP 1-405 MP 0.25 TO MP 2.77 1-406 1-5 TO SR1 69 STAGE 1 -WIDENING KING COUNTY JULY 2010 EXISTING HMA GENERAL NOTES: t ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED DEPTHS. SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM LIFT PER MATERIAL DEPTH, 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED USING COMMON BORROW PER WSDOT STANDARD SPECIFICATIONS. VARIES <�2 7 SB (t SB405-S VARIES VARIES VARIES VARIES VARIES EXISTING GUARDRAIL 81-10, 12' 0'-12' 0!-14' 12'-24' U-16 SS405-S 1076+42.32 - - ___ - - - - - I - 12 GP GORE GP TO 1078+92.32 GP SHLD/ SHLD GORE II i - - - - - - - - - - - - - - L -- ------ - -4 - -- 4 VARIES 4,7'-5.3' - - --° SHLD 12' 6 ROADWAY SECTION A PROFILE GRADE EXISTING CROWN HOV SHLD! N.T.S. GORE SB406-S 1076+42.32 TO SB405-S 1081+78.74 5 SHLD SB406-S 1080+69.40 TO SB405-S 1081+78.74 VARIES <� L S13 SB405-S 10' 12' 12' 12' SHLD GP GP GP VARIES 10'-13' 12'_ SHLD GP E406 1091+27-63 TO E406 1091+80.00 SHLD 5 9 ----------------------------------- 4 8 13 VARIES 10, 0'-12' 12' 8& SHLD ON/OFF Gp 0 \\ �V 0.88' �,' 0.38' 2 Fn E405 1086+18.30 TO E406 1094+54.34 1'3 RET. WALL E405 1089+28.43 TO 3 E406 1091+06.88 )1 (WALL 4100, SEE SHEET WA1� 11 BARRIER RETAINING WALL E405 1089+06.61 TO E406 1089+28.4t, E406 1091+06.88 TO E406 1091+27.63 1 (SEE SHEET WAD4) GUARDRAIL (E405 1091+80.00 TO E405 1094+54.34) 2' , <� :EXTRUDED CURB (E405 1091+80.00 TO E405 1094+54.34) BARRIER (E405 1102+34.98 TO E405 1105+15.66) 0.38' EXTRUDED CURB (E405 1094+5434 TO E405 1095+00.00) E405 1094+54.34 TO E405 1099+06.00 VARIES 7.5'-10' SHLD 12' 12' ON/OFF GP 0.881 0.38' 2 E406 1099+06.00 TO E406 1105+15.66 9 GUARDRAIL > (E405 1099+08,00 TO E405 1102+34.98) \'< � EXTRUDED CURB (E405 1102+00.00 TO E405 1102+34.98) rt E405 1, VARIES I VARIES 12' 5.3'-7° 4'-7' HOV SHLD I SHLD q =Q129 KIDAnr NOTES: CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING. FOR LANE TAPERS,SEE PAVEMENT MARKING PLAN. CONCRETE BARRIER.SEE STANDARD PLAN C-16a FOR EMBEDMENT CROSS SLOPE ON SHOULDER VARIES. SEE SHOULDER SLOPE DETAIL ON SHEET PVD3. DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. THE PORTION OF PCCP PANELS BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT. SEE PV PLANS FOR LIMITS. SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION. FOR WORK ON THE S8405-S LINE SEE MKI-2. THERE WILL BE NO PAVING ON THIS LINE. WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE PCCP SHALL BE SAWCUT TO FULL-DEPTH SO THE N13 REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE 2' PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY VARIES 1 VARIES VARIES VARIES VARIES VARIES REMOVED AND REPLACED IN ACCORDANCE WITH WSDOT STANDARD 11.7'-12' 1H0_v > 1LD SHLD 5 12' T 12' 8 lEXISTING CROWN [o6j.jNw&ffiwq"g1ql -0 11.7'-12' 11.7'-12' 117'-12' 11.7'-12' 19'-114' OM111VIN D-ul. ri y i SLOPE TREATMENT VARIES. SEE SHEET RS6. GP GP GP GP SHLD <�> DATE P.E. STAMP SOX I ER '1111111111h� Washington State on f7wDepartment of Transportati Corridor Program =5 Elm DAVID *VANIS BILFIINGRR BERGER F "I moA99OOIATll6#m. I Civil Inc. 10M TFU-STATE CONSTRUCTION, INC. 1-405 MP 0.25 TO MP 2.77 1-406 1-5 TO SR1 69 STAGE 1 -WIDENING KING COUNTY JULY 2010 EXISTING CONCRETE BARRIER TO REMAIN. TIME 8:18:00 AM E405 1084+06.22 TO E406 1105+05.38 < 1L "q> L DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL <8> EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. STATE FED.AID PR01NO. 1. ---------------------------------------- 13 E405 1106+05.38 TO E405 1107+85.91 WASH SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS. SB406-S 1081+78.74 TO SB406-S 1084+06.18 (LT) \BTJV0002_DE_RS_405- CP.dgn ESBS-NB406 2017+39.83 TO ESB6-NB405 2019+67.29 (RT) DATE P.E. STAMP SOX I ER '1111111111h� Washington State on f7wDepartment of Transportati Corridor Program =5 Elm DAVID *VANIS BILFIINGRR BERGER F "I moA99OOIATll6#m. I Civil Inc. 10M TFU-STATE CONSTRUCTION, INC. 1-405 MP 0.25 TO MP 2.77 1-406 1-5 TO SR1 69 STAGE 1 -WIDENING KING COUNTY JULY 2010 Plot 1 TIME 8:18:00 AM E405 1084+06.22 TO E406 1105+05.38 RE43ION NO. STATE FED.AID PR01NO. BRIDGE (INCLUDING APPROACH SLABS) (NO PAVING) ---------------------------------------- 2' E405 1106+05.38 TO E405 1107+85.91 WASH PLOTTED BY dlo--- j DESIGNED BY A. SCHMIDTMAN STATION EQUATION TP-E405 VARIES I VARIES VARIES 2 ' SHEET S OF so SHEETS - a- GP 10, SHLD SS406-S 1084+06.18 (LT) = E405 1084+06.22 (20'LT) 12' 9-22' 12'-17.5- 2.9 ° -14' CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON ESB5-NB405 2019+67.29 (RT) = E405 1084+11.50 (20' RT) 1 REGIONAL ADM. D. DYE REVISION DATE BY TP-E405 4087+28.10 (73.68' RT) = E406 1087+39.68 GP GORE 1 GP SHLD > fA 3 9 9 - - - - - - - - -- WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER - A OPERATIONS Signed '�IAAA /� a > Date Print MARK BANDY ENGINEERING MANAGER Signed Lu4t a- &�� Date 9ib-fo Print DENISE CIERI 1 0.88' O.38'__,,/ RET. WALL 2 E405 1087+39.68 TO E406 1090+80.00 L E405 1087+39.68 TO E405 1089+86.23 (WALL 4007, SEE SHEET WAI) r1w.] ESB-NB406 2017+39.83 TO E406 1087+39.68 T- 26909D FILE NAME C:\ WorkIProjectWisetBTJV00021dmsO2273 \BTJV0002_DE_RS_405- CP.dgn �f WASil sF 10 DAfE P.E. STAMP BOX DATE P.E. STAMP SOX I ER '1111111111h� Washington State on f7wDepartment of Transportati Corridor Program =5 Elm DAVID *VANIS BILFIINGRR BERGER F "I moA99OOIATll6#m. I Civil Inc. 10M TFU-STATE CONSTRUCTION, INC. 1-405 MP 0.25 TO MP 2.77 1-406 1-5 TO SR1 69 STAGE 1 -WIDENING KING COUNTY JULY 2010 Plot 1 TIME 8:18:00 AM RE43ION NO. STATE FED.AID PR01NO. RS I DATE 812412010 10 WASH PLOTTED BY dlo--- DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET S OF so SHEETS ENTERED BY L. JOHNSON CHECKED BY J. STJOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON ROADWAY SECTIONS REGIONAL ADM. D. DYE REVISION DATE BY VARIES VARIES _ --- -- - --1 81 14.5' -17' 3' -16' 1 ° SHLD ON/OFF GORE I i 1 VARIES e 8' -10' ° SHLD Y 0.38' (5 0.88' I 1 E405 1108 +07.30 TO E405 1108 +60.02 I E406 1113 +47.88 TO E406 1113 +69.13 VARIES 'In, �=t Al1e A AI 1 10 __ARI ,-r 1 - - - -- vl�5) -- - - - - -- f 0 E406 1108 +60.02 TO E405 1108 +85.41 2% o 0 5 E405 1108 +86.41 TO E405 1108 +98.26 PAVED VARIES SLOPE 10, 15' 4'-4 4' A�( _RIE�S SHLD ON L �"( VARIES VARIES 11' -11.7' 11' -11.7' VARIES GP 3'-6.6' VARIES - 2' -5.5' VARIES VARIES 11' -117 11' -11.7' ��mmoffir*VA 0 4 8 13 0.88' 1 0.38' 2 EXISTING CROWN GUARDRAIL (1108 +85.41 TO 1110 +40.44) (SEE PV SHEETS FOR TRANSITIONS) (SEE PV SHEETS FOR TRANSITIONS) GUARDRAIL (SEE PV SHEETS FOR TRANSITIONS) _ ARIES 2% o/ E406 1108 +98.26 TO E406 1109+10.00 0'38' �2 VARIES rt E405 If" !uIldpw, !rte I 8.5' 8' VARIES 2' -5.5' VARIES VARIES 11' -11.7' 11'- 111' -117' HOV I GP 2% D_0.201 EXISTING CROWN N.T.S. E405 1107 +85.91 TO E405 1113 +69.13 SR181 BRIDGE LIMITS (NO PAVING) E405 1113 +69.13 TO E405 1115 +92.65 VARIES 11' 11' 11' HOV GP GP m VARIES VARIES 11' -11.7' 11' -11.7' GP GP VARIES 6.4' -10.3' ° 4 I 13 8 ° ° 1 0.88` LIM WSDO T NOR THWES T REGION CHANNEL IZA TION PL AN GUARDRAIL DENISE CIERI E405 1108 +85 TO 1111 +91 P r i n t O --- - NB40 SR181 " 1 VARIES VARIES VARIES ° 11' -11.7' 10' -27' 15' -27' 81 GP GORE GP SHLD -------------- _.._.'..�_® _- - - - - -- - 2' I ° 5s- _- _- _- _ - - - - ®- --go 3 SHLD E406 1107 +85.91 TO E405 1109 +27.00 0.88, 1 E405 1112 +67.00 TO E405 1113 +69.13 1 0.3 13 E405 1108 +72.49 TO E405 1109+27.00 E405 1108 +72.49 = NS405 -SR181 10 +98.31 (72.54' RT) QHMA CL.' /" PG 64 -22 ROADWAY SECTION D N.T.S. E405 1115 +92.65 TO E405 1122 +80.00 E405 1109 +27.00 = NB405 -SR181 11 +53.49 (80.34° RT) i- 1BTJV0002_DE_RS 405- CP.dgn NOTES: TIME SB E4051 3 PETROTAC (APPLY ON ALL JOINTS) 1 CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING. C�4 VARIES VARIES 8' 0' -13' 0'-16' VARIES 11' -24' FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN. VARIES I VARIES 1.8' - 10° ! L8'- 2.Q ' EXISTING HMA SHLD GP GORE GP GP GP HOV SHLD ' SHLD 10 FOR EMBEDMENT _ � 1 q> j 10 f�r -- ----- _- _ - -__�0 ------------------------ SHLD 5 ENTERED BY _ -/ - - -- - - 4 - - --- 0.20' ° 1 CHECKED BY 8.5' 8' 11' 11' 11' HOV GP GP m VARIES VARIES 11' -11.7' 11' -11.7' GP GP VARIES 6.4' -10.3' ° 4 I 13 8 ° ° 1 0.88` LIM WSDO T NOR THWES T REGION CHANNEL IZA TION PL AN GUARDRAIL DENISE CIERI E405 1108 +85 TO 1111 +91 P r i n t O --- - NB40 SR181 " 1 VARIES VARIES VARIES ° 11' -11.7' 10' -27' 15' -27' 81 GP GORE GP SHLD -------------- _.._.'..�_® _- - - - - -- - 2' I ° 5s- _- _- _- _ - - - - ®- --go 3 SHLD E406 1107 +85.91 TO E405 1109 +27.00 0.88, 1 E405 1112 +67.00 TO E405 1113 +69.13 1 0.3 13 E405 1108 +72.49 TO E405 1109+27.00 E405 1108 +72.49 = NS405 -SR181 10 +98.31 (72.54' RT) QHMA CL.' /" PG 64 -22 ROADWAY SECTION D N.T.S. E405 1115 +92.65 TO E405 1122 +80.00 E405 1109 +27.00 = NB405 -SR181 11 +53.49 (80.34° RT) C:% WorldProjeetWise\ BTJV0002tdms02273 1BTJV0002_DE_RS 405- CP.dgn NOTES: TIME CRUSHED SURFACING BASE COURSE 3 PETROTAC (APPLY ON ALL JOINTS) 1 CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING. C�4 EXISTING PCCP O FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN. 10 EXISTING HMA $ ? CONCRETE BARRIER. SEE STANDARD PLAN C-16a DESIGNED BY FOR EMBEDMENT _ CROSS SLOPE ON SHOULDER VARIES. SEE SHOULDER SLOPE ENTERED BY _ DETAIL ON SHEET PVD3. VARIES VARIES VARIES 11' 0' -8' 12' -23' 6' -13.3' GP GORE I GP SHLD Jai l o c a l I I I� - - - EXISTING 0.20' RETAINING 1 4 SHLD 5° ° WALL EXISTING CROWN DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY 5 THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. THE PORTION OF PCCP PANELS BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT. SEE PV PLANS FOR LIMITS. 6 J SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION. FOR WORK ON THE SB405 -S LINE SEE MK1 -2. \v" THERE WILL BE NO PAVING ON THIS LINE. WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE 8 PCCP SHALL BE SAWCUT TO FULL -DEPTH SO THE REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN ACCORDANCE NTH WSDOT STANDARD SPECIFICATIONS SECTION 5-01. OSLOPE TREATMENT VARIES. SEE SHEET RS6. 10 EXISTING CONCRETE BARRIER TO REMAIN. 11 DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. 12 SINGLE SLOPE CONCRETE BARRIER. SEE STANDARD PLAN C -14a FOR GRADE SEPARATION. 13 SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS. G NERAL NOTES: 1. ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED DEPTHS, SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM LIFT PER MATERIAL DEPTH. 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED Tliw26909E CaMMON BORROW PER WSDOT STANDARD SPE EXISTING CROWN ROADWAY SECTION D N.T.S. E405 1115 +92.65 TO E405 1122 +80.00 FILE NAME C:% WorldProjeetWise\ BTJV0002tdms02273 1BTJV0002_DE_RS 405- CP.dgn TIME 8:18:06 AM REGION NO STATE FED.AID PROJ.NO. DATE 8/24/2010 - _........._. 10 WAS PLOTTED BY d10 _.__._ DESIGNED BY _ _ JOB NUMBER ENTERED BY _ CHECKED BY CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY 5 THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. THE PORTION OF PCCP PANELS BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT. SEE PV PLANS FOR LIMITS. 6 J SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION. FOR WORK ON THE SB405 -S LINE SEE MK1 -2. \v" THERE WILL BE NO PAVING ON THIS LINE. WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE 8 PCCP SHALL BE SAWCUT TO FULL -DEPTH SO THE REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN ACCORDANCE NTH WSDOT STANDARD SPECIFICATIONS SECTION 5-01. OSLOPE TREATMENT VARIES. SEE SHEET RS6. 10 EXISTING CONCRETE BARRIER TO REMAIN. 11 DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. 12 SINGLE SLOPE CONCRETE BARRIER. SEE STANDARD PLAN C -14a FOR GRADE SEPARATION. 13 SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS. G NERAL NOTES: 1. ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED DEPTHS, SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM LIFT PER MATERIAL DEPTH. 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED Tliw26909E CaMMON BORROW PER WSDOT STANDARD SPE I 2' V4 8 SHLD 3 VARIES VARIES VARIES 11' -24' GP GP GP RET. WALL e 1 * VARIES 1 � 2 L-- -- -- ° - - --) ON /OFF VARIES VARIES Vq�I�SI r - I 6' -10' 12' -14' 0 ' l SHLD ON /OFF GORE 1134 +77.98 TO 1405 1138 +40.59 (WALL 4111A, SEE SHEET WAD13 VARIES i 1138 +40.59 TO 1405 1144 +70.16 (WALL 4111, SEE SHEET WA4) 3 11' -12' nj 1148 +80.00 TO 1405 1161 +88,07 (WALL 4130A, SEE SHEET WA6) 11' -12' HOV SHLD SHLD i HOV GP GP 3 VARIES VARIES 2' -13.8' 12' -24' SHLD ON /OFF CE SB16 SB405 i VARIES VARIES 0' -13' 4' -24' ON /OFF GORE i i / e i' GUARDRAIL (SEE PLAN 025 1 1 FOR TYPE) SB167 -SB405 i' E405 1170 +38.43 TO E405 1173+50.92 i 0.38' 1405 1167 +97.91 TO 1405 1170 +46.71 12' GP 2' VARIES VARIES ! VARIES NB 1405 CONTROL ON /OFF ON /OFF 1 GORE e 2'-1 3 8' 13'-24' 13' 4'-24' VARIES VARIES 2' -7' i I 2' -7' I VARIES i VARIES VARIES VARIES 11' -12' nj 11' -12' 11' -12' / VARIES rt (i rt 1 - 1405 BARRIER VARIES i NB 1405 CONTROL ON /OFF ON /OFF 1 GORE e GP ALIGNMENT VARIES VARIES 2' -7' i I 2' -7' I VARIES i VARIES VARIES VARIES 11' -12' a 11' -12' 11' -12' 11' -12' HOV SHLD SHLD i HOV GP GP 3 1 NB CE NB405 -NBCD 1169 +96 TO 1170+46.71 3 I 1 VARIES VARIES VARIES 0' -12' 0' -14' 0' -12.5' --]-- GP ' EDIAN ON /OFF 8 4' e e 1 e PIVOT POINT * PIVOT POINT & NEW CROWN & NEW CROWN PROFILE GRADE 1405 1152 +34.50 TO 1170 +46.71 1405 1134 +77.98 TO 1135 +54,05 1405 1134 +77.98 TO 1170 +46.71 NB 1405 13 +00.58 TO 15 +80.43 1405 1152 +34.50 TO 1170 +46.71 PIVOT POINT NB PROFILE GRADE 1405 1135 +54.05 TO 1152 +34.50 NB 1405 13 +00.58 TO 15 +80.43 ONLY ROADWAY SECTION G N.T.S. 1405 1134 +77.98 TO 1405 1144 +58.62 1405 1149 +56.77 TO 1405 1170 +46.71 BK BRIDGE (INCLUDING APPROACH SLABS) 1405 1144 +47.62 TO 1405 1149 +57.24 STATION EQUATION NB405 -NBCD 10 +00 = 1405 1159 +79.23 (52' RT) 1405 1170 +46.71 BK = E405 1170 +38.43 (8' LT) AHD 1405 1134 +77,98 = 1405 HOV 13 +00.58 (17' RT) 1405 1143 +59.39 = 1405 HOV 18+77.70 (22' RT) *SEE VARYING PAVEMENT DEPTHS FOR SECTION G 2 VARIES Ii .SB 46' E405 NB 12' 12' 12' 7' T 12' 12' 12' GP�jGP HOV SHLD SHLD HOV GP GP V t O 8' 10 I ____ "SMLD -- - - - - -_ -- SHLD EXISTING CROWN 4 1 i ROADWAY SECTION H i N.T.S. EXISTING CROWN i E406 1170 +38.43 AHD TO E405 1184 +77.23 I STATION EQUATION 1405 1170 +46 71 BK = E405 1170 +38 43 ' "026-1 E406 1176 +48.57 TO E405 1178 +68.78 1 VARIES VARIES' 8' 12' -14' , 0' -4.8' I 11,1 _.�.. - i E405 1178 +68.78 TO E405 1184 +77.23 FILE NAME C: 1WorkIProjectWiseIBTJV00021dms022731BTJ1 TIME _ DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 8:18:17 AM 010 -A. SCHMICITMAN A. • • J. STJOHN L. •E • womlyd rr NB405 -NBCD I VARIES VARIES VARIES 1 12.5' -14' 0' -23' 12.6 -15' 1N , ON /OFF ORE ON /OFF 4 0.88, 1 (8 LT) AHD 6 0.0'- 7.0' 0.38' 2 SB167 -SB406 10 +00.00 = E406 1172 +49.56 (60' RT) c. 0' -20.5' 1-405 1137 +70 TO 1155 +00 NB406 -SB167 10 +00 = E406 1177 +07.11 (86' LT) 1 NB405 -NBCD e WSDOT NORTHWEST REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS / Signed - = Date 14 -AD Print MARK BANDY ENGINEERING MANAGER Signed Dlvth�t.. i�tp�e F J�� Date 9 -(0-to Print DENISE CIERI a 992 ■'iiIiIIII� • • CONTRACT NO. I LOCATION NO. 1 i 14' 8' -13' NB405 -NBCD 18 +94.23 TO NB405 -NBCD 21 +89.10 e ON/OFF SHLD (WALL 4020, SEE SHEET WA6) NB405 -NBCD 21 +99.10 TO NB406 -NBCD 23 +21.45 12 4' (WALL 4022, SEE SHEET WA6) NB406 -NBCD 23 +31.45 TO NB405 -NBCD 25 +66.21 - 2 (WALL 4024, SEE SHEET WA6) 1 7 0.88' 1 LEGEND _ 1 - 12' SHLD 10 ON /OFF ON /OFF 1 GORE e GP "026-1 E406 1176 +48.57 TO E405 1178 +68.78 1 VARIES VARIES' 8' 12' -14' , 0' -4.8' I 11,1 _.�.. - i E405 1178 +68.78 TO E405 1184 +77.23 FILE NAME C: 1WorkIProjectWiseIBTJV00021dms022731BTJ1 TIME _ DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 8:18:17 AM 010 -A. SCHMICITMAN A. • • J. STJOHN L. •E • womlyd rr NB405 -NBCD I VARIES VARIES VARIES 1 12.5' -14' 0' -23' 12.6 -15' 1N , ON /OFF ORE ON /OFF 4 0.88, 1 (8 LT) AHD 6 0.0'- 7.0' 0.38' 2 SB167 -SB406 10 +00.00 = E406 1172 +49.56 (60' RT) c. 0' -20.5' 1-405 1137 +70 TO 1155 +00 NB406 -SB167 10 +00 = E406 1177 +07.11 (86' LT) 1 NB405 -NBCD e WSDOT NORTHWEST REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS / Signed - = Date 14 -AD Print MARK BANDY ENGINEERING MANAGER Signed Dlvth�t.. i�tp�e F J�� Date 9 -(0-to Print DENISE CIERI a 992 ■'iiIiIIII� • • CONTRACT NO. I LOCATION NO. 1 i 14' 8' -13' NB405 -NBCD 18 +94.23 TO NB405 -NBCD 21 +89.10 e ON/OFF SHLD (WALL 4020, SEE SHEET WA6) NB405 -NBCD 21 +99.10 TO NB406 -NBCD 23 +21.45 12 4' (WALL 4022, SEE SHEET WA6) NB406 -NBCD 23 +31.45 TO NB405 -NBCD 25 +66.21 - 2 (WALL 4024, SEE SHEET WA6) 1 7 0.88' 1 LEGEND HMA CL.' /T PG 64-22 CRUSHED SURFACING BASE COURSE PETROTAC (APPLY ON ALL JOINTS) EXISTING PCCP EXISTING HMA COMMON BORROW EXISTING ASPHALT TREATED BASE CROSS SLOPE VARIES,SEE SUPERELEVATION 1 DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING. /O FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN. 1 CONCRETE BARRIER. SEE STANDARD \vYJ PLAN C -16a FOR EMBEDMENT CROSS SLOPE ON SHOULDER VARIES. 4 SEE SHOULDER SLOPE DETAIL ON SHEET PVD3. DOWEL BAR RETROFIT PCCP PANELS, 5 FOR WHAT IS CURRENTLY THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS, THE PORTION OF PCCP PANELS BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT. SEE PV PLANS FOR LIMITS. SHOULDER IS USED WHEN RAMP METERING 6 IS IN OPERATION. FOR WORK ON THE SB405 -S LINE SEE MK1 -2. \v� % THERE WILL BE NO PAVING ON THIS LINE. WHERE THE EXISTING PCCP EXTENDS INTO THE 8 EXISTING SHOULDER, THE PCCP SHALL BE SAWCUT TO FULL -DEPTH SO THE REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS SECTION 5 -01. 8 i SLOPE TREATMENT VARIES, SEE SHEET RS6. 10 EXISTING CONCRETE BARRIER TO REMAIN. 11 DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. 12 PLANE EXISTING ASPHALT TREATED BASE AS REQUIRED TO PROVIDE FULL PAVEMENT DEPTHS. <8> SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS. kq 1 -405 1134 +77.98 TO 7137 +20 GENERAL NOTES. \ I -405 1155 +80 TO 1170 +46.71 1. ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED E406 1177 +53.00 TO E406 1184+77.23 5 DEPTHS. SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM LIFT PER MATERIAL DEPTH. E405 1176 +85.00 TO E405 1177 +53.10VARYING PAVEMENT DEPTHS 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED USING FOR SECTION G COMMON BORROW PER WSDOT STANDARD SPECIFICATIONS. ct NB405-SR181 4 0'- 15' SHLD GP GP O VARIES 2' FOR 13 ISLAND DETAILS SEE PVD1 0.33�' 0.16' 2 0.88' 2 0.38' 13 NB405-SR181 16+95-69 TO NB405-SR181 17+35.03 VARIES 75-27' 15' 8' GP SHLD 2- NB405-SR181 11+63.49 TO NB406-SR181 14+00.00 0.88' .38 2 RET. WALL NB405-SR181 14+00.00 TO NB405-SR181 16+60.00 (WALL 4010, SEE SHEET WA3) ROADWAY SECTION NB405 TO SR181 RAMP N.T.S. NB405-SR181 11+63.49 TO NS406-SR181 17+35.03 STATION EQUATION E406 1109+27.00 = NB405-SR181 11+63.49 (80.34'RT) 2'-4- rt 15' V SHLD ON SHLD BARRIER MATCH EXISTING - g:1, I ROADWAY SECTION NB405 TO SB167 RAMP N.T.S. NB406-SB167 10+46.00 TO NB406-SB167 16+00.00 STATION EQUATION NB405-NBCD 27+84.72 = NB405-SB167 10+46.00 E405 1177+52.51 = NB406-SB167 10+46.00 ot TP-E405 VARIES 54° - 12' 4' SHLD' ON RET. WALL ---\ TP-E406 4086+00.00 TO 1 4 TP-E406 4087+00.00 (WALL 4006, SEE SHEET WAI) PROFILE GRADE EXISTING & PIVOT POINT GRADE ° 41 0 88' BARRIER 3 1 TP-E405 4085+36.09 0.3$ TO 4086+00.09 9 i 0,88' WSDO T NOR THWES T REGION CHANIVEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS LEGEND Signed �a'AG:�d' c% Date j 'Z + //v CDHMA CL.1/2' PG 64-22 Print MARK BANDY (J) CRUSHED SURFACING BASE COURSE ENGINEERING MANAGER ONOT USED Signed hpvv-4-(-- PC- Date C�-10-lo EXISTING PCCP Print DENISE CIERI EXISTING HMA NOTES: VARIES -L 2- - 6 SHLD RET. WALL TP-E405 4085+88.90 TO TP-E405 4087+29.19 (WALL 4007, SEE SHEET INAII) a TP-E406 4086+36.09 TO TP-E406 4086+00.09 TP-E406 4086+36.09 TO TP-E406 4086+88.90 VARIES <2> TP-E406 4087+00.00 TO TP-E406 4087+28.10 ROADWAY SECTION TP-E405 RAMP N.T.S. EJ81 TP-E406 4086+36.09 TO TP-E405 4087+38.05 VARIES VARIES 64-83' 1 2.3'-6.3- STATION EQUATION VARIES VARIES VARIES VARIES VARIES VARIES VARIES 14'-24,5' 0'-28' 111-11.51 11' -11.5' 0' -11° ll'-12.5' 12'-12.5' TP-E405 4087+28.10 = E406 1087+39.68 (73.68'RT) GP ISLAND GP I GP QP GP GP GP O ct - - - - FLl- I ------ SR181-NB405 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEMENT CONCRETE CURB 1, GUTTER Ex EX EX EX EX 4- 2'-16'- 13' -16' 8' 1 VARIPR i ROADWAY .19Fr.TION FlAl -I- CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN. CONCRETE BARRIER. SEE STANDARD PLAN C-16a FOR EMBEDMENT CROSS SLOPE ON SHOULDER VARIES. SEE SHOULDER SLOPE 4 DETAIL ON SHEET PVD3. DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. THE PORTION OF PCCP PANELS BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT. SEE PV PLANS FOR LIMITS. SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION. FOR WORK ON THE SB405-S LINE SEE MK1-2. THERE WILL BE NO PAVING ON THIS LINE. WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE PCCP SHALL BE SAWCUT TO FULL-DEPTH SO THE REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS SECTION 5-01. < 9 > SLOPE TREATMENT VARIES. SEE SHEET RS6 <8> EXISTING CONCRETE BARRIER TO REMAIN. DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL EXISTING TRANSVERSE AND LONGITUDINAL JOINTS. SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS. <8> GRIND EXISTING PAVEMENT PRIOR TO OVERLAY GENERAL NOTES: 1. ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED DEPTHS. SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM LIFT PER MATERIAL DEPTH. 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED USING COMMON BORROW PER WSDOT STANDARD SPECIFICATIONS. SB167- It' SB405 SLOPE TABLE STATION TO STATION CUT/ FILLI FILL/ FORESLOPE DITCH BOTTOM I CUT SLOPEI NOTES ESB5 -NB406 LINE 2017+39.83 TO 2019+67.43 RT Fill 6:1 SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES E405 LINE 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM 1084+11,61 TO 1085+59.00 RT Fill 6:1 REGION NO. STATE FEDAD PROJI.N0. 1085+59.00 TO 1087+33.00 RT Fill 2:1 Department of Transponation Reinforce SIOPE 1090+26.24 TO 1092+02.00 RT Fill 2:1 WALL Reinforce slopE 1092+02.00 TO 1092+60.00 RT Fill 1.6:1 Reinforce SIOPE 1092+60.00 TO 1093+00.00 RT Fill 1.51 0 2:1 Reinforce SIOPE 1093+00.00 TO 1093+55.00 RT Fill 1.6:1 0 2:1 WASH 1093+55.00 TO 1096+25.00 RT Fill 2:1 Corridor Program 405 C 1096+25.00 TO 1103+28.00 (WALL 4008) RT Fill Wall 0 2:1 1103+28.00 TO 1103+75.00 RT Fill 2:1 2 7 1103+75.00 TO 1104+7100 RT Cut 3:1 STAGE 1 -WIDENING Barrier ENTERED BY 1109+17.93 TO 1112+66.38 RT Fill 6:1 1122+80.00 TO 1123+62.05 RT Fill 2:1 Reinforce slopE 1085+18,30 TO 1089+05.61 LT Fill 4:1 J. STJOHN Reinforce slopE 1089+05.61 TO 1091+27.63 (WALL 4100) LT Cut 1:1 LOCATION NO. Wall Reinforce slopE 1091+27.63 TO 1091+55.65 LT Cut Wall OF Barrier L. HODGSON- 1091+55.65 TO 1095+30.00 LT Fill 4:1 1095+30.00 TO 1102+00.00 LT Cut 2:1 0 2:1 1095+53.11 TO 1102+35.00 LT Fill 2:1 DATE BY 1102+35.00 TO 1104 +85.00 LT Cut 2:1 1 Barrier 9--t I 1104+85.00 TO 1105+15.96 LT Fill 2:1 1109+10.00 TO 1109+84.00 LT Cut 6:1 1109+84.00 TO 1113+47.88 LT Fill 6:1 SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES 1405 LINE 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM 1131+77.41 TO 1135+25.00 RT Fill Moment slab REGION NO. STATE FEDAD PROJI.N0. 1135+25.00 TO 1136+50.00 RT Fill 1:1 Department of Transponation Reinforce SIOPE 1136+50.00 TO 1136+80.00 RT Fill Transition 1:1-1,5:1 WALL Reinforce slopE 1136+80.00 TO 1137+80.00 RT Fill 1.51 Reinforce SIOPE 1138+20.00 TO 1155+40.00 RT Fill 2:1 0 2:1 d10 1155+12.00 TO 1159+80.00 RT Fill 6:1, 2:1 0 2:1 WASH 1137+80,00 TO 1138+20.00 RT Fill Transition 1.6:1-2:1 Corridor Program 405 C 1159+80.00 TO 1159+80.00 RT Fill 2:1 0 2:1 1160+33.00 TO 1161+99.00 RT Fill 4:1 2 7 1161+99.00 TO 1163+80.00 RT Fill 3:1 STAGE 1 -WIDENING SHEET ENTERED BY 1163+80.00 TO 1164+77.00 RT Fill 2:1 1164+77.00 TO 1167+20.00 RT Fill 1.5:1 Reinforce slopE 1167+20.00 TO 1167+50.00 RT Fill Transition 1.5:1-1:1 J. STJOHN Reinforce slopE 1167+50,00 TO 1168+70.00 RT Fill 1:1 LOCATION NO. Reinforce slopE 1168+70.00 TO 1170+46.71 (WALL 4020) RT Fill Wall OF PROD. ENGR. L. HODGSON- 1134+59.24 TO 1144+70.16 (WALL 4111) LT Fill Wall 1148+80.05 TO 1161+88.87 (WALL 4130A) LT Fill Wall Noma TRI-STATE CONSTRUCTION, INC, Iml ROADWAY SECTIONS 1161+88.87 TO 1166+00.00 LT Fill 1.6:1 DATE BY 11166+00.00 TO 1170+46.71 LT Fill 2:1 1 P.E. STAMP BOX 9--t I SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES TP-E405 LINE 4085+45.00 TO 4085+88.90 RT Fill 6:1 4085+88.90 TO 4089+82.93 (WALL 4007) RT Fill Wall 4089+82.93 TO 4090+24.17 RT Fill 2:1 36.09 TO 4086+00.00 LT Fill 2:1 00.00 TO 4087+00.00 (WALL 4006) LT Fill Wall 00.00 TO 4087+31.00 LT I Fill 1 4:1 SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES NB406-SR181 LINE 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM 10+98.31 TO 13+60.00 RT Fill 6:1 REGION NO. STATE FEDAD PROJI.N0. 13+60.00 TO 14+00.00 RT Fill 3:1 Department of Transponation 14+00.00 TO 16+50.00 (WALL 4010) RT Fill WALL WALL 16+50.00 TO 16+69.00 RT Fill 2:1 16+69.00 TO E181 16+89.04 RT Cut 2:1 0 2:1 d10 SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES NB405-NBCD LINE 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM 20+69.84 TO 21 +89.10 (WALL 4020) RT Fill WALL REGION NO. STATE FEDAD PROJI.N0. 21+89.10 TO 22+04,00 RT Fill 2:1 Department of Transponation 22+04.00 TO 23+19.00 (WALL 4022) RT Cut WALL 23+19.00 TO 23+4000 RT Fill 1.61 23+40.00 TO 25+66.21 (WALL 4024) RT Fill Wall RS6 PLOTTED BY d10 SLOPE TABLE STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES SB167-SB406 LINE 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM 16+70.00 TO 18+94.49 RT Fill 2:1 REGION NO. STATE FEDAD PROJI.N0. 118+94.49 TO 20+91.00 RT Fill 6:1 Department of Transponation SPECIAL BORROW TYPE C (SEE SPECIAL PROVISIONS) o. PRIMARY REINFORCEMENT H (TYP) (SEE NOTE 2) REINFORCED SLOPE tvAmlcoy 12" MAX : '\ z z ANGLE VARIES 12" MAX SECONDARY REINFORCEMENT 12" MAX (TYP) (SEE NOTES 2 AND 3) 4' 6' E406 STA 1092+60.00 TO 1093+00.00 RT 6' - 1405 STA 1164+77.00 TO 1168+70.00 RT 10'- 1406 STA 1135+26.00 TO 1138+20.00 RT RSI-5 FOR BARRIER LOCATION AND PAVING SECTION TURF REINFORCEMENT MAT (TRM) INSIDE GEOGRID (SEE NOTE 4) X SLOPE FACE FILL (SEE NOTE 1) 3' MAX NOTES ,1. FILL WITHIN ONE FOOT OF SLOPE FACE SHALL CONTAIN N 24% ORGANIC CONTENT BY WEIGHT, AND NOT MORE THAN 25% ORGANIC CONTENT BY VOLUME. 2. PRIMARY AND SECONDARY REINFORCEMENT SHALL CONSIST OF GEOSYNTHETIC REINFORCEMENT INSTALLED SUCH THAT ITS MACHINE DIRECTION IS PERPENDICULAR TO THE SLOPE FACE ALIGNMENT. 3. SECONDARY REINFORCEMENT IS REQUIRED WHERE THE SLOPE FACE IS 1.2H:1V OR STEEPER.FOR SLOPE FACES FLATTER THAN 1.2H:IV,TRM (SEE NOTE 4) MAY BE ANCHORED DIRECTLY TO THE SLOPE IN LIEU OF SECONDARY REINFORCEMENT. 4. GEOSYNTHETIC TURF REINFORCEMENT MATS (TRMS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 1.5HAV. TRMS SHALL BE PLACED BEHIND (SOIL SIDE) THE PRIMARY REINFORCEMENT AND SECONDARY REINFORCEMENT. TRMS SHALL BE INSTALLED IN ACCORDANCE WITH WSDOT REQUIREMENTS AND TRM MANUFACTURER RECOMMENDATIONS. TRMS SHOULD BE EMBEDDED AT LEAST 1.5 FEET BEHIND THE SLOPE FACE. 5. GRADUALLY TRANSITION BETWEEN DIFFERENT SLOPES. & SEE DRAINAGE SHEETS FOR DITCH INFORMATION. WSDOT NORTHWEST REGION CHANNEL IZA TIDN PL AN FILE NAME TIME C:lWorkXProjeetWiseXBTJV00021dms022731BTJV0002 DE IRS 406-CP.dgn 1� M. ST.,, .4� Anih, washiingtomi State TV 1-405 MP 0.25 TO MP 2.77 Plot 6 8:18:31 AM REGION NO. STATE FEDAD PROJI.N0. WAsll Department of Transponation DATE 817412010 1-405 RS6 PLOTTED BY d10 10 WASH Corridor Program 405 C 145 TO SR169 DESIGNED BY A. SCHMIDTMAN JOB NUMBER 2 7 STAGE 1 -WIDENING SHEET ENTERED BY L. JOHNSON NA� BILFINGRR BERGER M, Ca D"IDEVAING I �AZGOOIATIIG ! Nr KING COUNTY JULY 2010 G CHECKED BY J. STJOHN CONTRACT NO. LOCATION NO. Civil Inc. I OF PROD. ENGR. L. HODGSON- 47114'4 tt-) L DATE DATE Noma TRI-STATE CONSTRUCTION, INC, Iml ROADWAY SECTIONS REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX 9--t I SHEETS TOTAL CURVE DATA CURVE DATA S_ IRAL DATA P.I. DELTA ITANGENT C DELTA I RADIUS LENGTH IS a ___:D OH Ls -------—� '// \� / 'Z_�� `. �. ` — -----' uo _____ 1075 TRAFFIC smozwssR AREA OPERATIONS g"y"ed Date p,^"t MARK u^wu, swszweEnzws MANAGER Signed Date _'�ztoL—lo___. p,`"t oswmc osRI FILE NAME CAWorklProjectWisell TIME 8:20:18 AM DATE PLOTTED BY 812412010 d10 DESIGNED BY A. SCHMIDTMAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN REGIONAL ADM. D. DYE v so xm SCALE IN FEET T=2690A3 REGION STATE C' 9. ST. I T Allift Washington State sportation 1-406 MP 0.25 TO MP 2.77 Plot 1 ARI 10 WASH t405(Corridor Program JOB NUMBER 7 DAVID KVAN STAGE I -WIDENING SHEET CONTRACT NO. LOCATION NO. NA . Civil Inc. KING COUNTY JULY 2010 OF REVISION --r—DATE BY -01 �.A -DATE 0--te-h-f-9 ALIGNMENT/RIGHT OF WAY PLAN SHEETS P.E. STAMP BOX P.E. STAMP BOX ral I TOTAL CURVE DATA CURVE DATA SPIRAL DATA P.I. STATION DELTA TANGENT C DELTA RADIUS LENGTH S a DE LS 105 1094+04.49 , 41'45'46'LT 1 728.59 41 *4646" LT 1909.86 1 0.07 1,500 3 °00'00" SEC. 23, T. 23 N., R. 4 E, W.M. -405 4085+86.75 18-5723" RT I - t 26.71 18'57W RT �OO 5194 0.04 -406 4086+99.45 58'23'01" RT _F WAS 58-23'01" RT 154.79 157.73 0.04 CO 0, to 0 co Lu co "' jj 1 4 uJ _j uj U.1 CO ti ij RIGHT OF WAY _j TP-E406 4085+00.00 POB TP-E405 4086+60.03 PC DEVIATIONS NON STANDARD LIMITED ACCESS AT THE TUKWILA PARKWAY INTERSECTION WITH THE NB 1-406 ON RAMP APPROVED - -10 TEMPORARY CONSTRUCTION EASEMENT i I I I 0 so 100 SCALE IN FEET TP-E406 4090+24.17 POE= '405 1090+26.24 {56.00" RT) W,5DO r NOR THWES T REGION CHANNEL I_74 TION PL 4N FILE NAME C:kWorkIProjectWiseXBTJV0002Xdms022731BTJV0002 PS ALRW 406-CP.dgn 0. S T/ A1111111111111 Washington State IN T QW-Department aim 1-405 MP 0.25 TO MP 2.77 Plot 2 TIME 8:20:22 AM — REGION NO. STATE FEDAD PROJ.NO. 0� W A of Transportation 1-405 DATE 812,�72_010 Z 4 ®5 Corridor Program 5 AR2 PLOTTED BY d10 1-5 TO SR1 69 DESIGNED BY A. SCHMIDTMAN JOB NUMBER 2 7 01BERGER STAGE I -WIDENING SHEET BY D. FRANKILIM BILFINGER -ENTERED CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. A�. AGOOCIATES Civil I= KING COUNTY JULY 2010 OF PROD. ENGR. L. HODISSON llA It DATE DATE TRI-STATE CONSTRUCTION, INC .1 rml ALIGNMENT/RIGHT OF WAY PLAN 5 b REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX q--t e..t_t_g SHEETS SEC. 23, T. 23 N, RE 4 E, WAS WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN ----------- I 100 FEET 0) or jw w WX Z(O _Jw w X(n 5* I MA&%j%7%jP%iA) FILE NAME C:lWorkIProjectWiseiBTJV0002XdmsO22731BTJV0002 PS ALRW 405-CP.dgn C, 4 ST.. Allllllllb Washington State GAP-Dopartmont 1-406 MP 0.25 TO MP 2.77 Plot 3 TIME 8:20:26 AM REGION NO. STATE FEDAID PROINO. Qf WA&// of Transportation DATE 8/U/201 0 AR3 PLOTTED BY d10 10 WASH 40 Corridor Program 1-5 TO SRI 69 DESIGNED BY A. SCHMIDTMAN JOB NUMBER STAGE I -WIDENING SHEET ENTERED BY D. FRANKUM S DAVID EVAN BILFINGER CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. NAL BERGER ASSOCIATE: lCiviiinc, KING COUNTY JULY 2010 I I OF PROD. ENGR. L. HODGSON DATI! DATE TRI-STATE CONSTRUCTION, INC. ALIGNMENT/RIGHT OF WAY PLAN 319 REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX SHEETS TOTAL CURVE DATA CURVE DATA SPIRAL DATA P.I. STATION DELTA TANGENT C DELTA RADIUS LENGTH S a DE Ls NB405-SR181 12+26.521 PROJ. ENGR. L. HODGSON REGIONAL ADM.--- 225.00 214.72 =0.07 SR181-NB405 17+31.861 2999.99 3-00.57 1 0,10 ij 3 O O ul< LU Ul uj Ujm Z (/) LIJ Lli mu) 'JV0002Xdms02273\BT SEC. 24, T. 23 N.9 R. 4 E.9 W.M. REG No�N STATE FEDAID PROJA0. of WASH - 10 WASH JOB NUMBER 2 EaG CONTRACT NO. LOCATION NO. 0NAl- t OAtE0 REVISION DATE BY P.E. STAMP BOX 0 50 100 SCALE IN FEET U 09 TIME, 8:20:29 AM — DATE 8/�2E4120EIO PLOTTED BY dlo- DESIGNED BY A. SCHMAIDTM ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROJ. ENGR. L. HODGSON REGIONAL ADM.--- D. DYE 'JV0002Xdms02273\BT SEC. 24, T. 23 N.9 R. 4 E.9 W.M. REG No�N STATE FEDAID PROJA0. of WASH - 10 WASH JOB NUMBER 2 EaG CONTRACT NO. LOCATION NO. 0NAl- t OAtE0 REVISION DATE BY P.E. STAMP BOX 0 50 100 SCALE IN FEET Lo< WW LLJ zcn LLJ Ill m(n SEC. 24, T. 23 N.s R. 4 E.s W.M. 65--ON co V PERMANENT EASEMENT — TEMPORARY CONSTRUCTION ti + EASEMENT SW GRADY WAY RIGHT OF %AOY—, .. ... . ..... ... + 1136+21.92 co x < u') 1125 1130 N66*18'43"E N67*16'00"E 1136 N66*18'43"E -- ------- L ------- LLI - - - - - - - - E405 LINE 1406 LINE wx Z(O 6 /00"E 4-, N67016'00"E NB 1-406 LINE J N67*16'00**E -w C.) 4----�-' - -4- - + � ........... RIGHT OF 0 NB 1-405 10+00.00 POB T 1406 1131+77.41 (17.00'RT) E405 STA 1126+04.71 BNSF RR & 1405 CROSSING E405 S TA 1124+93.80 POT j E4105 STA 1125+9049 BNSF RR & 1405 CROSSING NGL UP RR & 1405 CROSSING 0 LIJ LL LL 0io FILE NAME C:XWorkXProjectWiseXBTJV0002Xdms02273%BT, ENGINEER - AREA OPERATIONS TIME 8:20:32 AM Signed DATE 8/24/2010 Date 21t+llb PLOTTED BY d10 1> MARK BANDY DESIGNED BY A. SCHMIDTMAN ENGINEERING ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN b��- PROJ. ENGR. L. HODGSON_ Print REGIONAL ADM. D. DYE 1405 1136+71.81 AP 1405 1136+66.04 PC N8 1-405 14+78.68 PC WSDO T NOR THWES T REGION CHANNEL IZA TION FL AN TRAFFIC ENGINEER - AREA OPERATIONS Signed Date 21t+llb Print 1> MARK BANDY ENGINEERING MANAGER Signed b��- Date 2 o—zo Print DENISE CIERI TOTAL CURVE DATA P.I. STATION DELTA TANGENT C DE 1405 1143+24.19 1- 668.14 NB 1-405 15+29.56 1 1 °33'50" RT I 50.88 Nq U-) 1- U3 Z''` w Uu SEC. 24, T. 23 N., R. 4 E., W.M. PERMANENT SUBTERRANEAN EASEMENT GRppY TEMPORARY CONSTRUCTION EASEMENT PERMANENT Of TEMPORARY CONSTRUCTION EASEMENT RIG ____ f- --\ q — — — N — — — — le�W FILL FILL FILL 7' �NLL� FILL _X_ 3+95.30 1145 % 1/n 0�* IF W\5DO T NOR THWES T REGION CHANNEL IZA TION PL AN PERMANENT SUBTERRANEAN 1406 1149+78.45 PT 0 1150 < cur our 0 7777**��, �� � � � Y�ttti`, A j t TEMCRAR Y CONSTRUCTION EASE ENT V I 1 lui Lu T=2690A8 zuix C0 C:XWorkIProjectWisekBTJV0002Xdms02273\BTJV0002 PS ALRW 405-CP.dgn uj to AOW Washington State 1 IN EMME 1 T 0013spertmerit Transportation 1-406 MP 0.25 TO MP 2.77 Fu TIME FILL FILL FILL cur our 0 7777**��, �� � � � Y�ttti`, A j t TEMCRAR Y CONSTRUCTION EASE ENT V I 1 T=2690A8 FILE NAME C:XWorkIProjectWisekBTJV0002Xdms02273\BTJV0002 PS ALRW 405-CP.dgn AOW Washington State 1 IN EMME 1 T 0013spertmerit Transportation 1-406 MP 0.25 TO MP 2.77 Plot 6 TIME 8:20:36 AM REGION NO. STATE FEDAID PROJ.NO. cj" WAS/// of 1-405 DATE 812412010 10 WASH Corridor Program k4j 0 5 1 AR6 PLOTTED BY d10 1-5 TO SRI 69 DESIGNED BY A. SCHMICITMAN JOB NUMBER 7 91 STAGE I -WIDENING SHEET ENTERED BY D. FRANKUM BILIFINGER � DAVID IIVAN BERGER Uff 1 CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. Al- —ASSOCIATE: Civil Inc, KING COUNTY JULY 2010 OF PROD. ENGR. L. HODGSON �.AT DATE TRI-STATE CONSTRUCTION, INC. rm ALIGNMENT /RIGHT OF WAY PLAN F 36 SHEETS REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX TOTAL CURVE DATA CURVE DATA ------SPIRAL DATA P.I. STATION DELTA ITANGENT C DELTA I RADIUS LENGTH S a DE Ls 1405 7509.00 270.33 1 0,2= SEC. 24, T. 23 N, R. 4 E., W.M. PIN, a CONSTRUCTION STAGING ALLOWED IN THIS AREA 1406 1153+75.36 PC TEMPORARY CONSTRUCTION EASEMENT PERMANENT SUBTERRANEAN EASEMENT 7-, 10 TEMPORARY CONSTRUCTION 1406 1166+46.69 PT EASEMENT CONSTRUCTION STAGING ALLOWED IN THIS AREA CUT __ CUT CUT - CUT RIGHT OF WAY FILE NAME CAWofflProjecffliseX TIME 8:20:39 AM DATE 812412010 PLOTTED BY dIO DESIGNED BY A RCHMICITMAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE WSDO T NOR THWES T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed AA44" Date v/Aj - D Print MARK BANDY ENGINEERING MANAGER Signed )Lvltl��t., a Date Print DENISE CIERI CUT [(I I, a NB405-NBCD 13+86.06 PC uInle > i I of V-1 vp uInle TOTAL CURVE DATA P.I. STATION DELTA 1405 1168+1520 02-16'10' LT NB405-NBCD 17+52.70 03*3628" LT_ SB167-SB405 14+50A31 05'43'46" LT 0 co rl co to L LU: z c -j L a:L CURVE DATA I SPIRAL DATA ELTA RADIUS I LENGTH-r—S I a I DE I LS 11690.00 46104--j- 0.02 1 SEC. 19, T. 23 N., R. 5 E.) W.M. 11728.00 735.05 —0,02 3000.00 300.00 1 1 475 00 1 33437 1 n nA I NB406-NBCD LINE X- PERMANENT EASEMENT X x x" J Ii i Ii FILE NAME C:1WorkXProjectWiselBTJV00021dms022731BTJV0002 PS ALRW 406-CP.dgn TIME 8:20:46 AM DATE 8124/2010 PLOTTED BY dIo DESIGNED BY A. SCHMIDTMAN -ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION I------- 4--- --__.. —4' TEMPORARY CONSTRUCTION EASEMENT SB167-SS406 13+00.00 PC 1175 N86° 18'36 "E E405 LINE WSDOT NORTHWEST REGION ,'-/ / A A /A//—/ T -7 A 7- 7 r A/ F-1 1 4 A / ". S r. � / Allift Washington State Plot 8 REGION STATE FEIDAID PROJAO. WAS,�, MAP-DepaMnent of Transportation 1-406 MP 0.2r) TO MP 2.77 NO. ' - -P, -- 1-405 Am Corridor Program AR8 10 WASH 40 Vp 1-5 TO SR1 69 JOB NUMBER o DAVID EVANS /ON L RIBERGER ASSOCIATKIllum BILIFINGER CONTRACT NO. LOCATION NO. -we cio Inc. TRI-STATE CONSTRUCTION, 11 W.AT DATE q—a6 e-&-tuw DATE BY P.E. STAMP BOX P.E. STAMP BOX El it SHEET 16 OF *30 SHEETS TOTAL CURVE DATA I CURVE DATA P.I. STATION DELTA TANGENT C DELTA RADIUS LEN NB405-SB167 13+53.00 2*40'08' RT 18.64 800.00 1 37, NB405-SB167 15+33.00 8 °12'46" LT 83.13 -1157.86 -1-16E SB167-SB405 17+59.12 52*59'45" LT 69 13 319 19 1 29° SEC. 19, T. 23 N.5 R. 5 E.5 W.M. 'S. b 1100 4F J: c� 0 s0 100 SCALE IN FEET 0 o C' FILE NAME C:XWorkIProjectWiseXBTJV00021dms022731BTJV0002 PS ALRW 405-CP.dgn �- ST. r'V WAS// /ONAI. P.E.STAMP BOX DATE P.E. STAMP BOX Alftk Washington State E WrAf Department of Transportation 40 Corridor Program q;L ME DAVID EVANIII BILFINGRR BERGER ASSOCIATIES mm civil Inc, wo TRI-STATE CONSTRUCTION, INC. 1-405 MP 0.25 TO MP 2.77 1-405 1-5 TO SRI 69 STAGE I -WIDENING KING COUNTY JULY 2010 Plot 9 TIME 8:20:49 AM REGION NO. STATE FEDAID PROJAO. AR9 DATE 812412010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMIDTMAN JOB NUMBER ENTERED BY D. FRANKUM SHEET I-T OF se SHEETS CHECKED BY J. ST. JOHN CONTRACTNO. LOCATION NO. PROD. ENGR. L. HODGSON A ALIGNMENT /RIGHT OF WAY PLAN REGIONAL ADM. D. DYE REVISION DATE BY TOTAL CURVE DATA CURVE DATA P.I. STATION DELTA TANGENT C DELTA I RADIUS LENGTI E405 1195+73.96 5*29'20" LT jwm �_ � 11459.16 I E405 1219+14.79 66'34'03' LT 1 1253.77 - 1 190986 1 2218.9, SEC. 19, T. 23 N., R. 5 E., W.M■ 0 so 1110 SCALE IN FEET .01 TS WSDO T NOR THWES 7- REGION CHANNEL IZA 7_10N FL AN OAC FILE NAME C:%WorkIProjectWiseXBTJV00021dmsO22731BTJV0002 PS ALRW 406-CP.dgn C'0. ST, of WASH, I T I E Allillb, Washington State wrif D.p..t.e., of Transportation C 40 1 �w orridor Program 1-405 MP 0.25 TO MP 2.77 1-406 1-5 TO SRI 69 STAGE I -WIDENING Plot 10 TIME 8:20:62 AM REGION O. STATE FEDAID PROINO. AR10 DATE 812412010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET ENTERED BY D. FRANKUM S 0 AL i1v P.E. STAMP BOX DATt P.E. STAMP BOX A. 11110 DAVID 111VAN1111 BILFINGRR BERGER We —AGOOCIATES eia. lCivil Inc. TRI-STATE CONSTRUCTION, INC. KING COUNTY JULY 2010 16 OF 38 SHEETS CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON ALIG NIVIENTIRIGHT OF WAY PLAN REGIONAL ADM, D. DYE REVISION DATE BY FILE NAME CAWorklProjectWisel TIME 8:20:66 AM DATE 812412010 PLOTTED BY dio DESIGNED BY A. SCHMICITMAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE SEC. 19, T. 23 N.9 R. 5 E, W.M. 0 60 100 SCALE IN FEET A 0 N" 4� V 41� 0 r. '4' o __X 'Z Z 40 6-LANE 1210 12151 AIZ/ 7 1 X < Z� V, J " _iZ Of WAY (� END PROJECT j , +` ,,rig'''` _ v. 41. J A, 4, 1-405 MP 2.77 E405 1209+93.67 WSDO T NOR THWES T REGION IAA TTnAl P1 AA/ TRAFFIC ENGINEER - AREA OPERATIONS � � ��,� // f o y If Signed c Date V14-//v Dc Print MARK BANDY 0 If ENGINEERING MANAGER S 19 n e d h"44'(' Date 9-�J-10 Print DENISE CIERI 7r nnanAr JV00021dms022731BTJV0002 PS ALRW 405-CP.dgn C'M. ST. WAS11 AtW Washington State W-Department of Transportation — — — 1-405 MP 0.25 TO MP 2.77 — Plot 11 REGION STATE NO. 10 WASH 1 FED.AID PROJ NO. Z 0 Corridor Program 1-405 ARI 1 1-6 TO SR1 69 JOB NUMBER 7 STAGE I -WIDENING SHEET Si NAL BILIFINGER BERGER DAVID RVAING AGSOCIATIll I KIM KING COUNTY JULY 2010 CONTRACT NO. LOCATION NO. Civil Im OF DATE E , INC :36 REVISION I DATE BY P.E. STAMP BOX P.E.STAMP BOX I 9--ae-91 S DATA I CURVE DATA SPIRAL DATA P.I. STATION DELTA TANGENT C DELTA RADIUS LENGTH S a DE Ls � � i J Nall � ■ C J C G ■' W.M. NB405 -SR181 15 +91.51 48 T. 16'03" LT 98.57 220.00 185.33 0.08 SR181 -NB405 20 +60.54 160 °11114" RT 936.20 163.50 457.11 0.07 j 56167 -SB405 21 +44,27 50 °19'53" RT 91.62 - 195.00 171.30 0.09 - - END CONSTRUCTION SR167 -NB405 24 +73.79 64 °33'03" LT 104.21 165.0 185.90 0.05 SRI 67 MP 26.47 E167 11010 +96.00 50 1 °° °SyP�� �; SCALE IN FEET N NB405 -SR181 14 +92.95 PC WAY a f { \\ C O ti 1 "�`� SR181 -NB405 11 +24.34 PG 04 1 END CONSTRUCTION i E 181 20 +06.08, m �M� l WSDO T NOR TI-IWES T REGION s / ISO CHANNEL IZA TIQN PLAN z � r 6 , �k�r / 16 TRAFFIC ENGINEER -AREA OPERATIONS {, u s NB405 -SR181 16 +78.28 P F o Signed Date °l l► ' w Print MARK BANDY i s ENGINEERING MANAGER 00 SR181 -NB405 10 +00.00 POB= Signed d , Date �' �a -�t� �� � { E181 18 +86.35 POT g -�, � NB405 -SR181 17 +69.49 POE= Print DENISE CIERI I E181 18 +65.92 POT F r ; Q / -, �- L, Y. fi i DEVIATIONS 16 NON STANDARD LIMITED ACCESS AT THE SR 181 INTERSECTION WITH THE NB I -405 OFF RAMP APPROVED - -10 Ell 1 / J, SB167 -SB406 25 +55. 7 -PT= Of A E16 11006 §as7 33 "RTj .j 7A 54'5 rte. Se.w / 23 +69_58 PC t to ,j 1 7 5 r ~ � SB167 -SB405 22 +23.95 PT � 111 } YES j :f C � '�,r / �.._, ._ Q � � I �f✓r� S1:1 �401 � SB167 -SB406 20 +52.65 PC ` BEGIN CONSTRUCTION ./1� . 1% E181 13 +1408 O t o T=2690AE PILE NAME C:l Work\ ProjectWiseXBTJV0002Xdms02273XBTJV0002 PS ALRW 405- CP.dgn 1 -405 MP 0.25 TO MP 2.77 Plot 12 TIME 8:20:59 AM REGION STATE FED.AID PR ®J.N ®. �F�'o wn NJay o�ima�i State DATE 812412010 No. � 1 -405 PLOTTED BY _ dio 10 WASH > 40 Corridor Program 1 -5 TO SR169 AR12 DESIGNED BY A. SCHMIDTMAN _ JOB NUMBER /7T o STAGE 1 -WIDENING SHEET ENTERED By D. FRANKUM BILFINGER BERGER ° ° *AvD�" " "' KING COUNTY JULY 2010 �'� 0 AL ASSOCIATE: era CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION No. Civil Inc. - ® OF PROD. ENGR. L. HODGSON to TM STATE CONSTRUCTION, INC. ALIGNMENTIRIGHT OF WAY PLAN 30 REGIONAL ADM. D. DYE REVISION � DATE BY P.E. STAMP BOX DAT P.E. STAMP BOX DATE rml q--a o? etug. SHEETS f_______________ q--__-_ U- 314°--- y_-_-__-_---.-_-- f--_--_-_-----__---__---.------- �___-__------__-. r_._----_-_-_-__ q-.__-_----_----'w_--_--__----___ r__----____-_--_---- _________- ___,.__w_ »_________----7-------7-7------ __________ __w___________» .____________w_ ______...ww____ _________._____ _____._________ .__.- __________ _ I ° (: M 1 1. - - 1 Y f 9 Y f --------- ------ f ------- _---____' --- -»»______-__. y. -------- _____.- f-___-_-__-_-»_- y___--_____--_-- Y-_._.__-__-__-» f___»-____--____,_°_ ____w_ »_-- _- .p. ----- . ---------- P /. . - . . . . ...... ".!, .!, ,,.,....!... : : :,..!,,, : :. - : :e :: :.....1 ..". �.. ; ....,. -- W ,. ..- , - .. "" , . . . . :.... . . , . . . ., ,.... -. ....... ..... ....... .... ....... I..... ; CO. 1 ...... 1' ... ....,.,I0 .- :. :,�!� :. :. :. .1 a , :I: :I: :o. ..., I,,......: o:...,,..: o:..... ..:�:,... "..:s:- ...I..:r:. ".. -" *I ,,.....:o:......,.:p, * . ....:.:.....I.I: - .....:_:- .....:o:.... :a .......:1....+. r.:�:.......:1:.......:1:. 0%'..:_........ ....... I..•...;:. -.... "1°`... .......;� .......I.. ...:IES ''/^L .....;:........1... ,,,. ... ....... .......:.:..... +.... ...... ..,,.. ..... ..... r. M.. M :.. S 1 1` "+ 1'....... S+ ...... ....... vi-,... !- , :- :-- :.l :, + :. - : +. 1,........ ;,........1......,..1....,,...1 ........8.... .....1.........1.........1..... ...E ........:..........9 ........1 MPL-.. N... r. to to ..'1 ".......'Itp p. 1 ::::::: ....... . -., . v-v- -1 - _ -- 1- .. .N :1: :;:. :;: "+ .:1: ".. M. ": 1.........;t'"%. .. ", .. s� ... - ." . I. I . . I. ---------------------- ___-- __.I_ ______ _____ ____ _________ ___ ___!__w 1 , , , . ; . . . ; , . " , . ; , , , ; - . . . . :. - - - , " . ; " . . . " . . ; - e ... 1 . J!�' w ♦ ___, ,-____-.. t________ ________n____.._______.._•_.__ ' .__- _.r- _._______..__ -----___------- e----- -__------- yC------ ____ -_ a---- --- _ -_ »_. ^ 'Gs.P�_________.y._- __- ________ .________ -__ .___._._..__ __- _- _. -____ -_ ___ _ , , ; - ; ; I ' - , , , , 1 , , , . . . . r. , , ,r. , , + . I ,- 1: . . . . . . . . . . - - - --_ ---- - - - - -- - ......- .1...,no- ..'....'.:" �.. c,y.. LL..... .. ... .... ,.,.... -1 -.- .. ".'1`° ; ...... ; :. ".::: ; 1. .aLti..�. �. �: ,:....,,.:': :,.- ....i.. .:i....... .....: ..II. - .... ",. ..I ... ....... -..,,- e' , Q t? ��/L .. 1 "....... ry ~y^^ ...... "' ........fir _ .... ! "....... P .... -.. 1 .......'_'- ...... P .......:�: o: _: �: .,,:I: ......:!:..,....: a :... ...............I:...,...:�:.... ...I:........g . . . . . . ........ 1 .. ' . ' + ..- + ' . . . . . , wl . . . . . I ;v+. - . . - . I . - t - . . . 1 :: g . l , ! , l : , 1 - - : - 1 . . 1 .< , 9 - . ... . e . . , . . . . . 1_ , . . . . . . 4 , i . - . , " . R .. 1 . . . . . . . 1 . . . . . . . . . 9 . . . . . . . . . 1 . . . 1 . - L-, L_,. , , . . . . . " . . 1 . . . � . _ _ - + . . I . . .V.I - 9 . . . � . , + a . . . . • V , 1 - . + - - . : , . - - 1 . e . . , E . I . . . . . , . I . . . . . . . . . . . . . . . . . . . . I . . . . . , . . I i . . . . . . . I . / . . . . . . . . ...... f ......, �,. .... ..... �:: av".... �" -... �+". . -. ... %:.. , 1 I I I I , 5./0 ::LT ..., . ; - ; ; ; - e " " - .. , - .. ," , ...,.. ....... . 11 . . -. " _ _ . - �" ... -. .. ..... °I' 1 o:..,.. "I" ".off.- I... "..��� e - 11 ." 0.5.1o::LT:: .. ., ...... ......, ,. I. ... ..... 1 ,....: 1 S .�: �: _: j: _:.......: 3:..."...:3:.. ."...:i :.......:.:.......:!' +,. ...: g:...... .:i:......,_:.......:_:....... !e ..."..'. ,: .... ,:!:,......:a:.......:1:,....., ... -- . -..... ... ... ....... ....I.. ... .....". -.... S . ; -- .;:.- .; ; -. : !, :: ;. - ;. 1 .; .; 1 .; + * + :: : :,.,. . ". ".. . : : :.. . - -... "..... ..,.,. ,... "- ...... :.., : + :,,: '. :, :. +: :, , 1,. , I . . , . - t I . +� ------ -------- ---- - - - - -- ---- - - - - -- ---- _ °..... - -._ __- . .- - - . . . . . . . . . . . . . . . . . I . I . , " . . . . . . . . + - : - --1`° , , , " , f' . . . . , . .-_4'° . , Y -I . ; ; - _. " , . : . . - - . - :: : , , : . . . . - - - . , , , . , , . . , . . , - . . - .... . . . - . - . . ' ' :: k � .m- v. �. _ ® " E _ ._+ °°"a , ; ; " ; ; ; , _ - ; . . . . . : . . . . . . . . . : . . , , . . . . . - - - y ., : :. :: ,, _ �. �.® e. �.� ..... ,... . : :: : : : :: ., :..: .. - I I I ;- - ° I I' t I ! -1 11 VARIES' �1 _ /- 1,. , :,- -1 .. 9........ :;.I : +.....9 :. + +. +.. ....- .l..".... .,.. E I ....... E 1 TINt3 .. o :: -` SsP; REL. -2 /o::RT.l...,.... :; -... ...,. ,. :,..: - :,.,. .. :,. :: ,: , ••______ "__`___i________'______ - --- °---- -___.. r--------------- i------------- -- I--_-- -_-- _ --- -_ °------- - - - - -- ------ - - - - -_ ------- -- - - -_ ------ - - - - -_ ------ -- - - -_ -- - - - - -` ' _v - := w-_.Y. . ; . ; . 70 ; :: ; . , .. ...... ; . .... ----- - - - - -- ----- - - - - -- ------ - - - - -- ----- - - - - -_ _--- ° - - - - -- - - -- - .1 70 %: , ... 5,�, RT .., -. .... ....... . + rn �. ��ADWAY' �EtlT' ®N ! y 1 ; ; ; ; �L ♦{y�{� J`��rr /l `oi . : 1 - ; 1 1 , , 1 ; 1 . , ' ; . , . . 1 - 1 ; 1+ - 1 .1 . ' ' ' . : 'RCIADWAY ' SECTION C7; . .; .; - .; -.; .; ......1 .; 1 ....: .,,., - -- . - -, - - - - "- - +- _ - .. ,. .. ..'. :.. ', . : :, +.. 1 ....... 1 ... .... 1'....... "1 "....... "1 ....... _:.......: 1:...,,..: 6:......-: I :- ... "..:;:.- ..- ..:;:-,.....:1: :: - ..:1:, - ..; :.................:1:....... 1:..... ..:_:.......:;:....,..:1:...... r:.. ....... ....... ° .... .. S ,. I I ; , 1. I 1 ;. I , I , �'6 i _________ ___ ___a_____R� __- _- .1__ »w_____-- . -_._a ___________..__ a____.____..____ J___._.__-_ ._____L »___w__.____- __aw__w__._ ___»________°____--_. L______._..__.__ a________--_.-__. P.__________-_ w__ L_____ w_ __.- ____a___._-- .____-__.r. »___ 1 . . - - ' . . . " . - " . . , . . . . . I . I _______. __ i__®_-- w_..___-- 1-_.__-____-»_-_ A_______________--_----------.__ 1___------------ T------- .--- __ - -1.- __.______ -® >__._____ __A_._w____- __._w_1.. _______ ww-_._ 1___ w- ___.__.__..A.- w______.._____1,--7- ___.___ww__Jw °._- ___- .__.__A ___.__._ ®_. °__w, ;_- 65 1's : + : +.. :.. "1" 1 0 .. l l l � ... !., -, i : I... "... ......I.1 ... I : . ..I..I..I 1 p F.: .... .. -.. .. ... ....... . : : :. :: is T-. r`:' . :: :. , : :.,. , :. : : :... .. .. .. ,. . .... ...._ ..,. :. ,,,, ......1 , ,- - . . ..... a S 5 1 1 1 1 1 ,1: .1 ;- t - i 1, 1- .. .. ,+ .. tom. is ;: �: �: _: _: �: _: �: �: �: j: �: g: . :... :,:;:..r . �,:- , :.. :. ::;: .,. ::;.' :. : : :.:; _, :. : :.':, : :. : : :: ;. :. .:; * + : : : : : ::;: : :, :!: ::.:::; ::::::::;:::::::::;:::::::: .' : : :: ..... ..... .. : : :: ., .. -. :': :, :: .... :.. .. :.: .. 1.....,,,.;,.-.. ...e. .......' i,... .I . :. +'+ , :.... - . 1. 60 , 1 r R 1 f -_4 -- - -- - -- - -- --------------- �------_-------- 4---------_--------------------- Y- _------------ _�___.__________- ' -- ___- _____._ -- .-- - - - - -_ _____.______ ._ ®_____.. -__ ___.____._. __-- __.__.__ _._.____.___ _._- ______. ----------- -7 ______ °___-_ @p , 1 .0: 1 . . . . . . . . . 1 . . . . . . . . , ; - 1 . , ! , , , " , . - Y . . !_ - T __;' - -. . - 4° f -. . `_4" . - -E-° °- __•_-_•__•_-°_. 4 ............... Y----_°-----_--- 4_`_________---_'___- ___. ®.__•__`'- _'___•__'_•`_•_I V® , .d . , , . . - . . . . . . . . . . . . - . - " . . 1 1 1 - 1 B . a. i:.......:�:.......' : +: �:. . : :.. #, .., :...:;:" ...... . ....... .... .. - -.. . :.: : 1:......- :;:.......'1 . . . , \ :. , . P'd. - S ; 3 - - 3 - 5 1 1 1 5 i - 5 - i i ... 1 9 - 1 e 1. . 1 1 .^-, ; ; 1 . . , ; : . . , . . . . +. . I ; . . . . I . I . . . . . . , - - + . . . 1 , . . . . , , " . 1 - : . , . , 1 " . . . . . :: i : . : . . ; , : . . . ' . . , , . . . . . , . . . , . . . . 1 . . " . . , . P , . . . 1 . . . . . . 1 . ' v L��j/ t t I "... ' 'T' _ ; . . . . . . . . , 9 . . . . . . . . 1 . ' - - - -- --- ------ - - - - -° ----- ---- -- ------ - - - - -- ------ - - - - -- ----- - - - - -- ------ - - - - -- ------ - - - - -- _ ----- - - - - -_ --- ---- - - - - -- ------ -- - - -- ____- _____`_ _____.... __ -- -- ---- - - - - -_ :::::: ::::::: ::::: �, ' ...- G M rA` .I.... , : :o :.: .. ,." +,' _ : :: ...: ... : :,. `i'. - -- -- ...., S55 ..+ , : :.... : :io : : : : :I. : +,... ... 1,3: :�: :�: d..`j'�: :1: .I: I: ,... .:I:......":1:......,:A:....... .......:g:........I - .. ":f: - .......... .s:..,.... 11 -- . ... "... .,... ....... ....... ....... -. 111 ...... . . . . . . ` I!$ : /��a , , i 1 1 ! 1 i 1 ° 8 1 1 ....... 1 "....... . : :.: ... " 1:.....,.:1:. > .i,- ........:� :.. ....:.:........ 1:.. ......4........:_:.......:�:... - ;" ,- ..1.... -.. . 1......... 1.-.-.--.. 9.......-. 1....... ..1..- ......1.........1.. -..... 1.........4........ 1 ........1.........; , . , . Gt , .... : L.:- 1770.00.. g , _ ......, ...... r ... ...1..,.. ".. 1. ! E 1 ,�. ; ; 1 ,. 1 I. 1. , 50 :, e ' ; °° a - L -w _ ° a m M. °_ °-- --- --- - - - -- a--- ____-- _-- _-_'"_- °____- _- - - -_ -- _- - 1 , 1 ___________ ___�___.__.__.__- _ __________- _A._.._.._.______1._ .______.___ _- .- _________ i-__ _________.___L___.____.__ - »__$. ....____--___. J1.--------------_ L______._-__°-__ J_____._.-.-_-__ A___--_-_______. L.___.__--..____ J__ ___- __- _- .___JL_ »____- .___. °_ -/ -I- ... ,.. . .. _ . ...... 1 .... -.. j °....... t- ....... 50 ... . : :... :.. :.. : :, :., . - -..." - -� ` I :. *: .. : : :: ......- :...... - I : :. :, :: I l , : : : : :. ,.,,. + :' :.. : :' - '�_. . I. ..... : : :.-- ., .. . .... ...... .. ...... ...... ...... .,.... �1 - !' ,..... "A ....... ; ........I. .....,"t .- ° "....... "I'.. ; � :. .......... ....:::.,.....:1 1:......- :_:.......:� .:�. +. :. :.:1:...... : e:.."....: f:....... :_:.......:�:........_.......0) .. ,..... ...,.. != .... ..... ..... ..... .. ....... "S I ........1........ 1 ".......'1 ....... 1 S S S i S ; S S ....... ; 0a. ... N .... :1: + : : :, .;.' :. : : :1. 1,.I...- .1''.': .- 1. :.: :....1....,....1.........1. .1.........1.........1......... 1.........1.........;.........1 ; 1... .. .;. ...... , 1" vi - - ...., - :....+ '.. _ ....: :...: .,,.,.. .. ... "..... ... . 'N - - I -_ R :. ; ' " : :" ;, .'V. . 1. 1 .., ..1...- 1 -., - 1 - : : :1. : : : : : :. :1 . - :4°. - I I I- 1 I ' _ 45 , f 9 f q 1 - -- q - - -- Y - - _. 4---------------I---------------- f--------------- q---------- - - - - -' ------ - - - - -- -- ------ - - - - -° ------ - - - - -- ---- - - - - -- ----- - - - - -- ----- - - - - -- ----- - - - -__ I " 1 1 . . 1 . . " , 1 . 1 . 1 1 " . - . . . . 1 . , . 1 . . . . . . . . " t , " �'f,_ _ 1 - 1_ - - - 1 - .- 1° - _ __ "__`- _- °-- isv ° °- ___- __ -_ -O -_ -----_°--'--°_r--' ................ ........ w---- '- ---------------- E 45 - �Ie ...... ... -. .. :1._ .__1 �_.`,;,�: .- ...,, ....- . ... .. .. ..I.... ..... -. ....... .... ...... ... . 1 ....... 1 . -.... .1. :..-....: g.-..:..,: c:... ....:j :.......:.:.......:1:.... ... ,� ...... ::_ :.....: :....... _ ....... ... tJ .... "•+ : :: ..... , : :+ Cf...... . : :,' :,;. : : :. , :.;: :: . :: :;::. .....:;: : : :...,:;: :......:, : :.. . : ::1 :.'' :. + ::;: : :,: :;: :.'...: ;:....... ° .1:....1.. ...., , .,,a :: ..,.: :> - 4 --- - - -- - -- - °-- --- -- ° °--- --- -- -- - - -- -- }- ----- -- - ------ ------- -- ---- -I------ ---- -- -- t-- --- --- ------- :w--- -- -- -- - --- 1 _ . _ :....... :.......: :.......: ! .. _ " ...: - :.. . - - -- o : .... W :..... I : : - -_ - -- .: i :. , .. :... .. . 0 I °- - - - -- a- - ---- -- - - -- -- ° ° - - - -- -- -- - -- ; - -- --- - - - - -_ - --- - - - - -- ----- -__- -- - -° -- - -- --- - - - - -- ---- -- - -- -° - -- -- - ----- _----- - - -- -- 0 �� ������ :, eTi ° s .. . _ : � - : o - a , ; �'< `� ' . . .. - .. .. ".,.., ,1 .1 .. . .; -i i i i i i , "- . ... - ... ,,, ._.. ,...... . \. ", ; ; o 0 f � _ _" ......"...... 3 ....... _ z: �:� E: s: ...- ..:i :.... ..:.: ......::.:G:cde ":0,446 �:i:...... :s:..... .:�:...... :$ .. .. . ... ... "... ... .. :::: ::::: s ... , 1 E 35 1_ -i -_- -_ ---- °- _i-- ------ 7- 1- -- -- ---- -°- -1 ------ --- ---1-- -- -----_-°- --- °--- ° - -° --- --°---- --° -w- -°°--- -°-°-_- - -- --°°° --- -- °-- --°--- --_- - -- --- --- ---- -- -- - -- -- -- ° ° S: i .... _ , , ..... , ...E ......... 1 - ....... r `-h - 9 i__ 1 , _ - ° °° °- °i - - F ....- ° ° °i C - °° 5--------------- f - ° °i ° ----- __-- - -i--_ _- ---°-- -- --- --- - - -- -° ______ - - _-- °---- ---- - _ - - - -- 1. ,... -. .. , -. .. . ... 5 i -f i° -t f ° 1 - 13 ... - P '. ... :+ I +,. ! : :.. I ,...1 +., ' °" ..... +�!�.'.. "! -,. ,. * I .... ° .... �1 .. ..e .....� ....�...... ..�.........e ..�"•4. --.� .......:..... ..�.. ......e ... ... o ....... � ......s ......:.........e..... .. o:' "... � :. : ..- .... .. _.. I _. + 1" . .. ..... ..... - .... ... ....... .. ..... .'i��...,... ... ....... .. .. . ..... . - .... . .. . .. .. .. , . - .... I 1 . . I I .. + . .... . . 1 - 4 1 : l _ . . . . _ _. : " . . . . . . . . . . . , _ ,. , - - I . 1 .. : : :. ,.., :. :, :, :. : : :, :. .1, : :. :,.;. + : : : : :_: ... : : : :..1.,.... ...1.........1.........4....... ..1....... : :;. :,. : ..1,....... 1 - @ ®.^aP„�. l 1 , -4 1 -4 -, ! t , S' I 1 E S S t t I I 1 I 1. I. I. 1 I ' S' p_______________'-___ w___-___ ___'____.___.____ »__fw__»_w_._. qw_ -_._ - .,______.___- ____- f___ -._ -- i Y f t f 7-------7--7-------7-- _- -- ------ ..I--- _---- w- --_ -. r----- _-- _---- _- 4-------- - - - - - -- ' ___»»__- -___ -- -- - -_ -__ _____ - __- _w »___w_ - .__-_____- ____.___ -___ __.- ___.____ -------------------------------- 1.........1.........1........ .. ...... ..... .... -..... .I- ....- .- .T- ...._..-� ".......- - - .1 , °r _.. - - ------------------------ Y° 30 . , - - - ; , E , - 1+ ° 1 I . . . . . . . . . , - . . . . . - . . , . ; . , . 1 - 1 , . . . " . , . . . " t , 1 - ' ' : . . . . . . . . , . . . . . . . . .-i•.- e.1._ .._- �'- ° e s . 1 1 i 1 - 1 - - 1 - 1 ... 1 . . . , - , - , - ! ' . . . . . . . , . . ' ' : , , , ; - - 1 . . . . . ; . ...,.- .,. .. .... .... ..,. -.. ....... .. _. ., �!".... -. !'..- . ., ,... .. I ...,,.. "1 ,...... I ....... I ,, * I...... , 1,. " ..... .......: . ..::::. I :..:::: I ,I +..::::: I.'' I: .. , :I: .. t .. ....1. :r w:- °_° ; S .:... � :::... ::..:::. ;::::::: .;:::: ::::6 ":::: ::o : .::::.t : ,-:,.::: ;'.:: 25 -- - - - - -- ;--------------- Ir----_°---------•--------------- _----- _--- - - - - -- - - - - - -- -- 1 - - - -- 1- - - -- 1 ------ - - - - -- ---- - - - - -- ----- - - - - -- - -- - _ _ ' s , " WSOO T NORTHWEST REGION . . , .. 1. .. ,1... " . - - - - - - - --------------- - ° - - --------------- ... --------------------------------- 25 1 . - I : : . . : I 1 1 : :: :: 1 : . : . . , . . " 1 , . :: . . : :: , : : :: . : ; . 1 : , . , , ; . . - ; - I . . . . - 0 : M - . . , .. . 1 - - 1 _ _ I - .'''.: '.'!, '': ....: :, '' , : :.1 +'. +, +..: :.: +...: : *. :. : :..t ... .i.........i ..... 1.... .: !: .: :. 1 , -.. ; -...1 ,.. 1.........;.. -.... ; .: , CHANNEL IZA TION PLAN . . .. . .... ...... .. .... ... . .. .. , E I. :::: :::: :: ::: :: E::: t::: ::: TRAFFIC ENGINEER - AREA OPERATIONS ! ' .. E ...... ! .. " E 9 3 . .. E . :. , 3 . ..... .... , 6 ; . " 6 ! .: g s . g 20 r- - -° - - -- - - -- - 7--- - - - . .... - .. - . .... . . I - __°-_-- - -- - - -- -- - -_- °-° I I �' ( I Signed D ate (1 % .... .. .. .. ..... .. . .. ... ..... .. ....... ....... .., . :NOTE: ...... .. t 1 1 1 1 ; Y 1: - 1 , . 1 1.. . 1 S. ., ., 1 1 ., 1, - 1 1 - 1 1 Prin t MARK BANDY .. s s s .:: :: " 1 ; s 1 1 ...:: .:: ; sEE: sH Er .Ras: Fos3 1NB :I X105 .13 +gp.58.T® :15 +8Q.43 1 s S 1 1 I ; 1 , 1 .. . 1 1 1 1 P 1 P :,. - P i 1 f - 1 15 r 1 1 ., . ... ....., s S ; _____-___ _;---------- --- --.;-__-- -______ f__...-_________ y__ w.____-.-____. 1 ._____.______.._4.________.___. ____.__w_w___.r' ._.___________.r___._w___ »___ _ -------- Y______- .___.w_- 4...._- ____.__. __- _____.__., ------------------------------------------------ __._- __.___. ___7-----7-----------------7-- 1 I , 1 ENGINEERING MANAGER ; . ... --; . 1 ; ... .. .. 1 ..... ... -- ------- - - - - -- ------ - - - - -- .... ... 415 J/�f } y j q 1 , ', I . Jigned �_,t'�° it/L. I PE Date. 1 - 1.0 -/D . . E ' ' . , , ° ° : P ° , ° . . . , i ' ° I - I ° . . , , . . 1 . . 1 - i i _ 1 E i 1. I 1 1 - ____w_.____ i___._.- __w- __..,•._ - Print -_ - - -- - -- s ----- - - - - -- -- - - - - - -- ----- --_ - -- -------------------------------- ---- - - -- --- --- -- 1 - I __. -. 1 ,. .. . :. .... 0 11 I w1. i 1 yI ;1 - . :::: I PR:OFI E.: FOR. , :N -4�5I ::SIN . ' " _ . . 1" 1 :: I ; ; 1 1 ° ::.: : : :: : :. *: :, .:::: ° :: I.. :::::: ! .:: :..! ::::: "' :: i :: : : :::::,I :: 1 :::. :: ! ".. :�1� :: :: :: :::.�1 !, : ! " : :. :: ' :.�, ::. 1 ..... .�:._..,,,. i } _w___________ __4- ____--_____ - -- ___--- __ -_____ ___________ __________'____.______.___- _______-_____ .__________ __________ , , . . . .. . . . . . ... . ' . . . I . . 5 i # i S -$ -- _.1__ -_1.w_ ___._---w _}___ ____________'_.- __-_- °-- -° _-_ °_- °_ °-__ °_________ °- °______ .____- °__ -_ °° °---_ -.__-_ °_- °- °_. °___ - _ - - -_ -_ - . __._° S ::::.... .1.........1.........1 ......... . ........ - - - ..... ._ - - --° -_-- --- -- -- ».---- - - - - -- --- °---_-__ - ---- - -_ - -- - °__ °-° .. .. , .... ° 1 " 1 ; " 1 ; ; ; aarunn 5 2 ' 0 i h i -i - E f i t- - i - ° t °- -i t- i- { - °t - -i °- . 1 :. , , :., , 1. , :: ...;... : :: 1 , ..1 ; 1 ,. 1.1a - 66' ,a.-i P- - tD ,.. .tA :: :C6. 4 N .N„ .C1. ..: . - ; .. - , ; � V : :.: Go 10 ::.: p, Cp.... li, 1. - Q)..... N.. CD..... r _ n...... 4~y:. , temp _ *: :.: . . .; . . . ,; , . I . . ...; - - .; - .; - . - - . .., ".. +�' .. , M I N I CI: r �y N. .:�. i®. .Ij}. tQ. ti - � �: �: : + I ;.- ...... 1........ ;:... ...- .1.........p.........1.'� +. :......: � ..... 1:�'..,.. "1:� ,...- 1'�fi:....- 1:#Yi:.... l:f"i::::: S M ::.::'1: M::::: s M ::::: ; "lyS:::::'1:fik.:::: 4"i.::::'1: ::::: 1 1..... �.,.. 1. 9:.... = .. . 11 . ... - 1132 00 ? 1133.00 ; 1'134w00 E 113500 1 113600 1 1137x00 ; 113880 1139 0 s� = - - -- - - °- - - - - -- ° - 40� 00 1'1411 00:..... 1142 00:..... 11431... ... NAVD ea ;. � �! --------- ---- ---- -- -- -- - - -- ----------------------------°----------------- ------- ----- --- --- ------ - --- -' 0 41 , . f 1 FILE NAME C:\ Work\ ProjeetWisolBTJV0002 \dms02273\BTJV0002 PR RD 405- CP.dgn �"�'W` �A Plot 1 TIME 8:19:08 AM m REGION STATE �.-� �� ST JQ I T V11 Department of Transportation I -405 MP 0.25 TO MP 2.77 DATE 8/24/2010 NQ. FED.AID PROJ.NO. � �o� wasx,H�yti I -405 RP1 10 WAS I N L 2 1 ' 405 Corridor Program I -5 TO SRI 69 PLOTTED BY dio s �_ttt� p DESIGNED BY A. $CHMIDTMAN JOB NUMBER l 2 1 STAGE 1 -WIDENING SHEET ENTERED BY D. FRANKUM 1 I'll ° �fi s ��' �ti CHECKED BY J. ST. JOHN r Nay ENU BILFINC R BERGER r ® . AuDAVID '" H:1,�. KING COUNTY JULY 2010 -2 1i CONTRACT NO. LOCATION NO. Civil Inc. ® '^ ` OF PROJ. ENGR. L. HODGSON to _ rxr -srArE carrsTUUCrze�, INC . PRt>�ILE AND SUPERELEVATION �6 DAT DATE t SHEETS REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX FILE NAME C:XWorkIProjectWise%BTJV00021dms02273XBTJV0002 PR RD 406-CP.dgn 0. S T. W A Z 7 of C ER DA-fif P.E. STAMP BOX DATE P.E. STAMP BO Washington State Mr -Department of Transportation 40 Corridor Program DAVID IIIVANIS BILFINGER BERGER A111180CIAT11110 ow Civil Inc. -we TRI-S UICTION, INC. TATE CONSTR q--a e_t_.tg 1-406 MP 0.25 TO MP 2.77 1-405 1-6 TO SRI 69 STAGE 1 -WIDENING KING COUNTY JULY 201 Plot 3 TIME 8:19:16 AM REGION No. I STATE FEDAID PROJ.NO. RPM DATE 812412010 _0 10 was BY di DESIGNED BY A. SCHMICITMAN JOB NUMBER SHEET 2-'6 OF 38 SHEETS ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN DATE BY CONTRACT NO. LOCA ION NO. PROD. ENGR. L. HODGSON PROFILE AND SUPERELEVATION REGIONAL ADM. D. DYE REVISION FILE NAME C:1WorkIProjectWise%BTJV00021dms022731BTJV0002—PR—R.D 405-CPdgn 0. S r,.,j Q� WA y; N2 A Ip ATE � P.E. STAMP BOX DAii__ P.E. STAMP BOX T A1101116 Washington State vGF-Department of Transportation 0 Corridor Program BILFINGRR BERGER DAVID EVANS ii� off ASSOCIATE* ato. Icivilinc, TRI-STATE CONSTRUCTION, INC, ml 0--d e-&-t4w 1-405 MP 0.25 TO MP 2.77 1-406 1-6 TO SRS 69 STAGE I -WIDENING KING COUNTY JULY 2010 Plot 5 TIME 8:19:24 AM REGION NO, STATE FEDAID PROJI.N0. RPS DATE 8/2412010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET Z5 OF gyp' SHEETS ENTERED BY D. FRANKILIM CHECKED BY I ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON I PROFILE AND SUPERELEVATION REGIONAL ADM. D. DYE REVISION DATE I BY PAVEMENT MARKING LEGEND 01 PLASTIC PROFILED LANE LINE 0 PLASTIC PROFILED WHITE EDGE LINE 0 PLASTIC HOV LANE SYMBOL (1009 SPACING) G4 PROFILED PLASTIC WIDE LINE O� PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE �J PROFILED PLASTIC DOTTED EDGE LINE 8 AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 1Y PROFILED PLASTIC WHITE DOTTED EXTENSION LINE SEC. 23, ■ e 23 Nom' ■ E, W.M. - MATCH EXISTING BEGIN (0.00') BEGIN 1 (12.00' LT) BEGIN 4 (24.00', 38.00' LT) BEGIN 1 (50.00' LT) BEGIN ®(62.00' LT) BEGIN 29.12:1 TAPER (38.00', 50.00' LT) BEGIN 12.14:1 TAPER (62.00' LT) X 1 -405 MP 0.25 S 8405 -S 1_ 0? 6 +42. 32 --------------------------- - - - - f SS40_ 6 -S 1078 +92.3 2 _ - -- - - - END 14:1 TAPER (41.41' LT) END (41.41 LT) X- 12' - -------------- - - - - -- _ 12 X X X X -X- X` -X- X - _ — — — — ----- - - - - -- 14' 0 - - - 12' BLVD -- s_e - - J - -- %a�J - °° 12� ' - - - F_�MP i'0 - o , s - _ - - - �- 12' %405 SB - _® _ _ —t-- _ SB 1405 aF - ° P ' - _ _- i -- - _ _ + Go - __-- - - - - -- -- - - -- `,-° �S ►405'FF -RAMP TO N?'''' �a -- -------- -- - - --------- - - - -_ - 1y6 _ \\ - 72' a y -'- =_1 - -- --- - - -_ °- - - _ ;O.< _� �l� _ -- \ \\ \ \ _ 12' h y - -__ _ - - - -- -- -I- - �s l " ylr� OF - / 1- _ - -- »_ __ _ 12' uj ----------- S84087-S 1080 + -56 �0 ----- - - - - - _ x t/? _ uj 3 (6.00' RT) ESB6-NB405 2015 +17.104.7 u? BEGIN 6 (11.31' LT) - - _ - - - - -- - Z ES56-NB405 2016+0 _ ° r ILJ BEGIN -'� T3 IQ- J r f '' e' e e' SB405 -S 80+69.40 (42.00' RT) ES85 -NB406 2014 +27.18 L1N� / BEGIN 1 (13.73' RT) ®y,' / MATCH EXISTING ✓ % / / J "' / s - - - - - - ' = ��~ , / a p4 / 1` - . ° J r ' (Cs� of r ' o ESB5 -NB406 2012 +70.90 / BEGIN 1 (26.85' RT) MATCH EXISTING l \ \ \X\` R r � Q� o / WSDt7 T NOR TNWES T RCSION \ \ � \�� �• \�, // ' % CHANNEL IZA TION PLAN \ .� ''` 'r "� '' /�' �' � TRAFFIC ENGINEER -AREA OPERATIONS Signed ( Date NOTES: 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 Print MARK BANDY 2. ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M- 20.20 -01 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. ENGINEERING MANAGE R 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. Signed 9 �t c I }� Dates 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M- 20.10 -01. Print DENISE CIERI INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M- 20.30 -01. FILE NAME TIME C: 1WorkIProjectWiseIBTJV00021dms022731BTJV0002 8:21:41 AM _PS_MK_405- CP.dgn c� �t. ST J ���. .�. Washington � t� y I -405 MP 0.25 TO MP 2.7 Plot 1 REGION STATE p FED.AID PROJ.NO. �\�� Of W ASyr Department of Transportation rent fTra DATE 812412010 70 WASH y 4arj Corridor Program 1-406 MK1 PLOTTED BY dlo _ I -5 TO SR169 DESIGNED BY A. SCHMIDTMAN v° JOB NUMBER 7 ' STAGE 1 -WIDENING SHEET ENTERED BY D. �w S/0 BiLFINGER BERGER V242 DAVIDiVANf ry CHECKED BY ST. J. ST. JOHN — _ CONTRACT NO. tOCAT10N NO. ALENG\ euwwRffODIATff Sao. Civil Inc. r1 1'I KING COUNTY JULY 2010 �'°° F OF PROD. ENGR. L. HODGSON _ _ D DAY - DATE TRI -STATE CONSTRUCTION, INC. PAVEMENT MARKING PLAN 313 REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP gpA ' e_ q, SHEETS SB406-S 12- of- 12- ' ;; lu - 41) T 12' fj% I Ill - - - - - - - - - - - - - - - - - __ - -:: lu S-_- -.840 _L 5c 2' 121 - - -5-kB405 L 12' 121- - - T 10, SEC. 23, T. 23 N, RE 4 E.) WAS RETAINING WALL 4100 ............... ----- -------------------- 40an ESB5-NB406 2018+50.10 - - - - - - - 12! I 11 BEGIN Q2) (36.58- RT) q SEE NOTE 3 2 . ..... MAT' Tp F-406 LINE MATCH EXISTING I 110 0 SB5-NB406 2017+33.66 6 BEGIN 70.8:1 SHOULDER TAPER (12.00' LT) 4! RETAINING WALL 4006 I E405 1087+46.72 END T (66.00' RT) RETAINING WALL ESBS-NB405 2019+ BEGIN (A) (56.00' RT) Ij 4\6.23 END 70.81 SHOULDER TP-E406 4087+46.39 TAPER (12'.00 LT) 20.16' 0.00.) BEGIN (A)(0.00') N TP E405, 4085+91.08 R=35' &-wIz CURVE (20.15' RT) PEGIN_53A:1 TAPER (20.15'RT) NOTES. to: 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 MKDI 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. 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 E405 1089+41.27 I I I 0 so 100 SCALE IN FEET DSE405 1090+33.00 0: E405 1090+56.00 ((3 )(14.00`!_T & RT) A WZ AO. I Alt W 6 9 E406 1090+33.00 TP-E405 4090+26.24 WSDO T NOR THWE-5 T RE610N CHANNEL IZA TION PLAN E405 1092+41.27 END (4) (56.00- RT) BEGIN (3) (56.00' RT) RT) I HAI I lU ENUINEEK - AHEA UFEKA I IUNS Signed Pr- Date? Print MARK BANDY \lj ENGINEERING MANAGER Signed b�L,� a. Date 9-to -to Print DENISE CIERI A1111111% AO% , PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL {1000' SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE OD AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE -X- -X- -X- -X- --X- -X- -X- -X- 64 -4;--E405_ 4086!4 � c) 0. ST.,/ k BEGIN CONSTRUCTION _ BEGIN �IQURVE7� ..38'11T) 1-406 MP 0.25 TO MP 2.77 -APPROVED 4-7-07 TIME 1-405 HORIZONTAL CURVES WITH NON-STANDARD OB5 SUPERELEVATIONS -APPROVED 4-6-07 T P -E405 4085+27.87 REGION NO. STATE ----------------- WAS111 of Transportation 1-405 DATE 812412010 J_ - - TP-E405,4085+36.00 -- - - - - - V i MATC EXISTING 40 Corridor Program BEGIT16 (0.00') PLOTTED BY d10 BEGIN 2 (31.00- RT) NOTES. to: 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 MKDI 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. 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 E405 1089+41.27 I I I 0 so 100 SCALE IN FEET DSE405 1090+33.00 0: E405 1090+56.00 ((3 )(14.00`!_T & RT) A WZ AO. I Alt W 6 9 E406 1090+33.00 TP-E405 4090+26.24 WSDO T NOR THWE-5 T RE610N CHANNEL IZA TION PLAN E405 1092+41.27 END (4) (56.00- RT) BEGIN (3) (56.00' RT) RT) I HAI I lU ENUINEEK - AHEA UFEKA I IUNS Signed Pr- Date? Print MARK BANDY \lj ENGINEERING MANAGER Signed b�L,� a. Date 9-to -to Print DENISE CIERI A1111111% AO% , PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL {1000' SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE OD AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE FILE NAME DEVIATIONS PS MK 406-CPdgn REDUCED MAINLINE SHOULDER AND LANE WIDTHS IN THE VICINITY OF GREEN RIVER AND c) 0. ST.,/ SR181 BRIDGES -APPROVED 4-20-09 REDUCED HORIZONTAL STOPPING SIGHT DISTANCE ON NORTHBOUND 1-405 IN TUKWILA 1-406 MP 0.25 TO MP 2.77 -APPROVED 4-7-07 TIME 1-405 HORIZONTAL CURVES WITH NON-STANDARD OB5 SUPERELEVATIONS -APPROVED 4-6-07 FILE NAME C:1 WorkXProjectWisekBTJV00021dms02273XBTJV0002 PS MK 406-CPdgn - c) 0. ST.,/ Alft Washington State Go-Departmofft 1-406 MP 0.25 TO MP 2.77 Plot 2 TIME 8:21:45 AM REGION NO. STATE FEDAID PROIN0. WAS111 of Transportation 1-405 DATE 812412010 10 WASH i 40 Corridor Program MK2 PLOTTED BY d10 1-6 TO SR1 69 DESIGNED BY A. SCHMICITMAN JOB NUMBER f y STAGE I -WIDENING IS HEEIT ENTERED BY D. FRANKUM S / ONAL BILFINGRR BERGER 05"VE DAVID EVANS 1 �ASSOCIATE*ioo� KING COUNTY JULY 20 CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. civil Im off OF PROD. ENGR. L. HODGSON 14A DATE TRI-STATE CONSTRUCTION, INC. �lffl I PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION I DATE BY P.E. STAMP BOX P.E. STAMP BOX 9--d I SHEETS SEC. 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 -4- ------------ PER �6 -7 D 11-4j:1 4 f ',(16 - ! qE J, 'LT)-- APER 7.24 ND 90.4:4 LAN TA 3b,.24LT) W 8"A- UkT TAf",-j4944-LT)__ E4051109+01.75- E406 A10+38,31 END 4 51.94? _ L) 2 (;06.64- LT) 2 (51.94' LT) END (�)(70.98'LT) BEGIN T(70.88'LT) m)krCH �Istfffa-- BEGIN 30:1 LANE SEC. 24, T. 23 N.9 R. 4 E.1 WAI 1113+34.50 166.9:1 SHOULDER TAPER WSOOT NORTHWEST REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed c- Date Print MARK BANDY U ENGINEERING MANAGER Signed �-p Date -cl-10-1 0 Print DENISE CIERI i#%r-=F% j10.00 &.11 I / E-405 -1 -1 -1 + . v k _ 191. \LT-}�__ CURVE PT 21' END 30:1 LAN APERR \\191.83' LT) MATCH EXIS' TI IN\ 405 1112+60.00 E406 1120+66.00 6 S(8.60' LT & RT) E406 1115+60.00 END 152.0:1 SHOULDER TAP X3.00' 0.00-11T END 133.31 LANE TAPER (14.00�; BEGIN (4 ) (50.66' LT) ) MATCH EXISTING E405 1118+45.80 END 118.81 LANE TAPE k END 107.01 LANE TAPER (36.00'R BEGIN 2 (47.00, LT) END 97.4:1 LANE TAPER (47,00' RT) I E405 1116+33.20 MATCH EXISTING R=280' END (4) (47.00' LT) R--240 zz- END 15(47.00- LT) E406 1110+56.00 10 2 f (10. 10.00' RT) _� 9.6* 9.8' T - - - ----- - - ---- - - - + 13 cv) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Lu w 2' 11' Z U) -El8t-NB406 Ifi_+05.Z4 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NB40-6-SR-181 i_1+6f._76 - - - Ill I LT) &E NOTE 3 - - - - - - - - - - - - - - - - - - - - - - END (5.98 - - - - - - - - in - - - END- 10.1f.1 LJkNE-TAPER (30.W RT) Ill - - - - - - - - =09211, 10, < 11 R=W'i 20' - - - - B406 LIN lo' LANE SR181-NB406 LIN - - - - ---- ------ - ----- -- NE1405-SR181 13+48.94 13' i 8' 13.3' 2 ~6 1 10 END 20.1:1 LANE TAPER (24.00' RT) _ 4 -1 SR181-NB40 5 20+45.06 POE 4,, END (1)(24.00'RT) END 44.41 LANE TAPER (15.9'RT) E405 1119 +27.41 BEGIN (1)48.0:1 LANE L�j RT) R=176' -NB405 16+05.62 '/ / / / I / , t'/ E406 1117+58.86 (55.00' LT) END 4 (47.00' RT) TAPER (1 00' R=211.63, E181 - RT) 1 BEGIN 49.61 RAMP TAPER (70.92' RT} END 4 _(47.00- RT) BEGIN BEGIN (!)(47.00- RT) (�)244.1 LANE END CURVE (9.04 R-218' TAPER (24.00' RT) E405 1112+60.00 R=233' END (g) . RT) ----(8 )E,406 1116+79.00 4) - - I E181-NB406 1,606.05 1 /cb/ R=159.00, BEGIN 4 (47.00' RT) END T(11.12' kT) E181-NB405 16+40.16 BEGIN (9) (4.�3' RT) PLASTIC STOP LINE BEGIN ".4,!j LANE I Cj Z It I END (j)CURVE (10,50' RT) TAPER (2443'11T)t END W CURVE (5.50' LT} MATCH FEASTING BEGIN t2)%.umvc t10.50 mij NB405-SR181 13+31.29 BEGIN CURVE (5.50' LT) CURVE END 2 (38.27' RT) L Np E181-NB405 13+94.69 BEGIN 6 CURVE (5.21' LT) MATCH EXISTING FILE NAME C:1 WorkIProject%MselBTJV00021dms022731BT TIME 8:21:53 AM DATE 812412010 PLOTTED BY dio DESIGNED BY A. SCHMIDTMAN 11' ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN wn w PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE w w z DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE WIDTHS IN THE VICINITY OF GREEN RIVER AND SR181 BRIDGES -APPROVED 4-20-09 REDUCED MAINLINE LANE AND SHOULDER OWIDTHS IN THE VICINITY OF THE UNION PACIFC AND BURLINGTON NORTHERN AND SANTE FE RAILROAD BRIDGE - APPROVED 1-27-07 NON-STANDARD NORTHBOUND 1-406 ON- CONNECTION FROM SR181 -APPROVED 4-25-07 12 PS MK 406-CP.dan NOTES: 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. 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01, INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01. T=2(;Q_11R7 13ION I STATE FED.AID PROJI.N0. Q� WAS 10 WASH JOB NUMBER 97 CONTRACT NO. LOCATION NO. ONAI 4 te> OATE� REVISION DATE BY P.E. STAMP BOX E405 1122+80.00 BEGIN 70.01 LANE AND SHOULDER SHIFTS (LT & RT) (3.00° 8,RT) (14.00° 8 , RT) 1I (25.00', 36.00' LT & RT) 2 (47.00' 8, RT) BEGIN BARRIER SHIFT PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000'SPACING) G) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE O AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE SHEET 2.9 OF '36 SHEETS + 11' ill wn w 2' w w z - - - - - - - i1, uj W U) 12' / ------ -------- - -- :___ 6' :2) =1122+95.90 E405 END (I) i4-7.23- RT) PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000'SPACING) G) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE O AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE SHEET 2.9 OF '36 SHEETS SEC. 24, T. 23 N., R. 4 E., W.M. 0 50 100 SCALE IN FEET END 153.6:1 SHOULDER TAPER (44.00' LT) RETAINING WALL 4111 O BEGIN 70 1 LANE AND 0 _ 10, 10' SHOULDER SHIFTS _DATE 8/24/2010 6) (1-00' RT, 7.00' RT) PLOTTED BY dio _ LT, 18.00' RT) 12' I (2(10.00° 1.00' LT, 32.00' LT, 29.00' RT, 40.00' RT) 2 (43.00' LT, 51-00' RT) E405 1123 +50.00 END 70.0:1 LANE AND 14 2 +47 49 SHOULDER SHIFTS END 70.0:1 LANE AND Q (2.00' LT, 4.00' RT) SHOULDER SHIFTS A(13.00' LT, 15.00' RT) Q(0.00', 6.00' RT) 24-00' LT, 35.00' LT, 26.00' T, 37.00° RT) LT, 17.00' RT) E406 1130 +56.00 22,00' LT, 33.00' LT, 28.00' RT, 39.00' RT) L ® (46.00' LT} �(11.00' 3 (7.50' LT & 9.50' RT) LT, 50-00' RT) END BARRIER SHIFT C2 =r uj 0 50 100 SCALE IN FEET END 153.6:1 SHOULDER TAPER (44.00' LT) RETAINING WALL 4111 O _ 10, 10' o o _DATE 8/24/2010 PLOTTED BY dio _ 12' pct, 2 CHECKED BY J. ST. JOHN 12' r Y Lo W W 11 ° 2' i 130 11' 2' 3.4° 12° =r uj 11° 2. - - °- �405Z711�E 2• 11• Z N Z_ UJI y -1 w 11 °- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - 11° -- -i uj - - ----------------------------------------- ---- --- --- -------- - - - - m - - - - - - - - - - - - - - - - - - 11' ---- -- -- -11• -- --- - - - - - -- - - 3: u 23` 11' _ F 4.5 2 10 1 6 5 3 END 1 (37.00' RT; BEGIN 5 (37.00' RT) PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE �2 PLASTIC PROFILED WHITE EDGE LINE O PLASTIC HOV LANE SYMBOL (10W SPACING) PROFILED PLASTIC WIDE LINE \J PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE 8 AERIAL SURVEILLANCE FULL MARKER �9 AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 17 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE LANE AND SHOULDER 2 WIDTHS IN THE VICINITY OF THE UNION PACIFC AND BURLINGTON NORTHERN AND SANTE FE RAILROAD BRIDGE -APPROVED 1 -27-07 REDUCED MAINLINE SHOULDER AND LANE WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE - APPROVED 4 -6 -07 FILE NAME C: 1WorkiProjectWise \BTJV00021dms022731BT, TIME 8:21:57 AM _DATE 8/24/2010 PLOTTED BY dio _ DESIGNED BY A. SCHMIDTMAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE E405 1128 +95.85 1 1 END 49.6:1 RAMP TAPER (48.00' 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. BEGIN 60.0:1 SHOULDER TAPER (2.00' RT) 1 1405 1731 +77 d1 AHD � 1136 + DBMS BEGIN 239.3 :1 LANE TAPER {10.00° LT} END 239.3 :1 LANE TAPER (12.00' LT) BEGIN 159.5:1 LANE TAPER (21.00' LT) END 159.5:1 LANE TAPER (24.00' LT) BEGIN 119.7:1 LANE TAPER (32.00° LT) END 119.7:1 LANE TAPER (36.00' BEGIN 95.7:1 LANE TAPER (43.00' LT) END 95.7:1 LANE TAPER I,2)(48.00' LT) BEGIN 153.6.1 SHOULDER TAPER (ji(43.00' LT) 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 WSDO T NOR THWES T REGION CHANNEL IZA TION PLAN SEC. 24, T. 23 N., R. 4 E.) W.M. N 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20,20-01 DEVIATIONS 3. SEE PAVEMENT MARKING DETAIL SHEET MKI)l FOR GORE AREA DETAILS. REDUCED MAINLINE SHOULDER AND LANE WIDTHS ON NEW BRIDGE OVER SPRINGBROOK 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. CREEK AND OAKESDALE AVE -APPROVED 4-6-07 6. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01. INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01. REDUCED INSIDE SHOULDER WIDTHS AT SIGN 14 BRIDGE LOCATIONS -APPROVED 3-10-09 FILE NAME C:%WorkIProjectWiselBTJV00021dms022731BTJV0002 PS MK 406-CP.dgn TIME 8:22:01 AM - RENO, GION STATE FEDAID PROJA0. DATE 812412010 10 WASH PLOTTED BY_ dio 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 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. 0 0 r � t0 �Y W W Z to 'I W = W V � d SEC. 24, T. 23 N., R. 4 E., W.M. 1405 STA 1161 +97.91 PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE �3 PLASTIC HOV LANE SYMBOL (1000' SPACING) G4 PROFILED PLASTIC WIDE LINE O PROFILED PLASTIC DROP LANE LINE �& PROFILED PLASTIC YELLOW EDGE LINE �7 PROFILED PLASTIC DOTTED EDGE LINE U8 AERIAL SURVEILLANCE FULL MARKER lJ AERIAL SURVEILLANCE HALF MARKER 10 WIDE LANE LINE 11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 12 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE WIDTHS 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 FILE NAME C: lWorkXProjectWi seXBTJV0002Xdms02273 1BTJV0002_PS_MK_405 -CP TIME 8:22:04 AM DATE 8/2412010 PLOTTED BY dlo DESIGNED BY A. SCHMIDTMAN ENTERED BY D. FRANKUM _ CHECKED BY J. ST. JOHN PROJ. ENGR. L. HODGSON _ REGIONAL ADM. D. DYE _ REVISION END 51.0:1 LANE TAPER (64.47' RT) BEGIN 38.5:1 RAMP TAPER (64.47' RT) NOTES: I. 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, 6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M- 20.30 -01 AND SPACED 80 FEET ON TANGENTS AND CURVES NTH 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 0 U) 00 0 W I• WW Z m J W L W co WSDO T NOR THWES L REGION CHANNEL IZA TION PL AN END 60.0:1 RAMP TAPER (64.00' LT) BEGIN_ 25.0:1 RAMP TAPER (64.00' LT) END W,k0.0:1 TAPER {52.00' LT) BEGIN W(48.00',52.00- LT) BEGIN 25.8:1 SHOULDER TAPER (74.00' LT) 1406 1167+97.91 BEGIN AND 60.0:1 1405 1169+68.00-\ TAPER (48.00' LT) END 25.8:1 SHOULDER TAPER (72.11' LT) MATCH EXISTING (14.00' LT & RT) END 25 ,,,O:l RAMP TAPER (24.00' LT) BEGIN U1 (12.00' LT) SBI67-SB405 13+13.62 END (1)(12.00- LT) BEGIN WHITE (12.00' LT) iffey", 0 w) 2 1 - I 13.6' 10, 6 14 1 + IV f- 1127 13' (D V X VARIES 10 j72 - - - - - - - - - - - - 13' 2 - Li r - - - - - - - - - to 12' 12' SI3 I67'-SI3405 11-114t: + - - - - - - - - - - - - - - - - - - - - - 12' - - - - - 12' 0) - - - - - - - - - - - - - - - - - - - - - - - - - r� W12' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V. Z w 12' 12' -j Lu 1-405 1175 7�\12- uj XUJ 12' --------- ----4 ---------- Lu E $05 BVE / ---:- ui x 12' 7'-/12' z (a ii� 12' -j uj - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu 7 - - - - - - - - - - - 12' 12i.t5 - - -- --- -- NB406-NBCD LI 125' 14' 4/14' m -- - - - - - - - - - - - - - - - - -,_ PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000' SPACING} G PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE -APPROVED 4-6-07 NON-STANDARD NB 1-405 CD ROAD OFF \Z/ CONNECTION AT SR 167 -APPROVED 4-6-07 NON-STANDARD 1-405 SOUTHBOUND ON- 10 CONNECTION AND RAMP FROM SOUTHBOUND SIR 167 -APPROVED 4-6-07 FILE NAME C:1WorkIProjectWisekBTJV00021dms022731BT, TIME 8-22:07 AM DATE 8/2412010 PLOTTED BY d10 DESIGNED BY A. SCHMIDTIVIAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE END V SB167-SB405 13+20.00 (f00') BEG I (0.0 0.) .00. LT) 13' SB167-SB406 16+00.00 SB167-SB405 13+39.53 BEGIN (2 )CURVE MK8 BEGIN 24.8:1 LANE 0 1 4 5 TAPER (24.00' LT) 1-6 TO SRI 69 RETAINING WALL 4024 SB167-SB405 13+89.22 i VEND 24.8:1 LANE TAPER (26.00' LT) 0 w) 2 1 - I 13.6' 10, 6 14 1 + IV f- 1127 13' (D V X VARIES 10 j72 - - - - - - - - - - - - 13' 2 - Li r - - - - - - - - - to 12' 12' SI3 I67'-SI3405 11-114t: + - - - - - - - - - - - - - - - - - - - - - 12' - - - - - 12' 0) - - - - - - - - - - - - - - - - - - - - - - - - - r� W12' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V. Z w 12' 12' -j Lu 1-405 1175 7�\12- uj XUJ 12' --------- ----4 ---------- Lu E $05 BVE / ---:- ui x 12' 7'-/12' z (a ii� 12' -j uj - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu 7 - - - - - - - - - - - 12' 12i.t5 - - -- --- -- NB406-NBCD LI 125' 14' 4/14' m -- - - - - - - - - - - - - - - - - -,_ PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000' SPACING} G PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE DEVIATIONS REDUCED MAINLINE SHOULDER AND LANE WIDTHS ON NEW BRIDGE OVER SPRINGBROOK CREEK AND OAKESDALE AVE -APPROVED 4-6-07 NON-STANDARD NB 1-405 CD ROAD OFF \Z/ CONNECTION AT SR 167 -APPROVED 4-6-07 NON-STANDARD 1-405 SOUTHBOUND ON- 10 CONNECTION AND RAMP FROM SOUTHBOUND SIR 167 -APPROVED 4-6-07 FILE NAME C:1WorkIProjectWisekBTJV00021dms022731BT, TIME 8-22:07 AM DATE 8/2412010 PLOTTED BY d10 DESIGNED BY A. SCHMIDTIVIAN ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE -405-CP 4 -in NOTES: I. 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. DATE REGION STATE NO. FEDAD PROJ.NO. 10 WASH JOB NUMBER CONTRACT NO. LOCATION NO. 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 hISDO T NOR THWES T REG-10N CHANNEL IZA TION PL AN "0. ST,/ 0, 12.5' Alfillk Washington State Go-Department 1-406 MP 0.25 TO MP 2.77 Plot 8 13' of Transportation 40 Corridor Program 1-405 MK8 0 1 4 5 1-6 TO SRI 69 RETAINING WALL 4024 N A L ECG RETAINING WALL 4020 ED DAVID ■VAMS -ASSOCIATEIIII.- STAGE I -WIDENING KING COUNTY JULY 2010 4 Ito DATEi P.E. STAMP BOX P.E. DATE STAMP BOX RETAINING WALL 4022 OF 36 SHEETS PAVEMENT MARKING PLAN I SEE NOTE 3 1405 1169+77.34 NEW BARRIER SEE NOTE 3 END U4,(52.00- RT) NB405-NBCD 26+38.16 BEGIN U2 {52,00° RT) NB405-NBCD 22+68.87 BEGIN 10.01 RAMP TAPER (25.OWRT) NB405-NBCD 27+36.24 NB406-NBCD 20+00 END 5,[12.50'RT) END 10.0:1 RAMP TAPER (".81' RT) END 440.00') BEGIN(4 )206.7:1 TAPER(12.60'RT) BEGIN 260.0:1 TAPER (44.81' RT) BEGIN 260.0:1 TAPER (29.88' RT) BE 6 (0.00') NB406-NBCD 26+78.90 END 206.7:1 TAPER (14.00' NB405-NBCD 27+81.71 1406 1169+68. END 4 j14.00' RT) BEGIN U2 (14.00' RT) NB406-NBCD 27+85.73 NB406-SBI67 10+43.33 BEGIN 54.5:1 SHOULDER ND 4 E - 0 JO.89 , LT) TAPER (27.00 - RT) BEGIN (6)(0.89' LT) -405-CP 4 -in NOTES: I. 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. DATE REGION STATE NO. FEDAD PROJ.NO. 10 WASH JOB NUMBER CONTRACT NO. LOCATION NO. 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 hISDO T NOR THWES T REG-10N CHANNEL IZA TION PL AN "0. ST,/ 0, Alfillk Washington State Go-Department 1-406 MP 0.25 TO MP 2.77 Plot 8 WA4 Z of Transportation 40 Corridor Program 1-405 MK8 1-6 TO SRI 69 N A L ECG BILIFINGERIBERGER ED DAVID ■VAMS -ASSOCIATEIIII.- STAGE I -WIDENING KING COUNTY JULY 2010 SHEET Ito DATEi P.E. STAMP BOX P.E. DATE STAMP BOX Civil Inc. Tor TRI-STATE CONSTRUCTION, INC. q -t ewawft� rml - I OF 36 SHEETS PAVEMENT MARKING PLAN I SB167-SB406 18+95.34 BEGIN SPECIAL USE 13.: LANE TAPER {39.00' LT) END 26.00' LT) A. tip 7 SEC. 19, T. 23 N., R. 5 E., W.M■ CURVE DATA P.I. STATION DELTA TANGENT RADIUS LENGTH E405 1183+03.10 6059'06" LT 156.83 3,000 313.37 E406 1182+73.62 6059*05" LT 156.82 3.000 313.37 FE405 1187+61.74 905946" LT 48.10 500.00 95.96 I E405 1187+60.09 7"29-39" LT 35.17 637.00 - 70.23 y oc"Im �!)ku.uu I I v I END(7 5(0.00') 1 0 60 100 END 8.91 TAPER (0.00') 7 SCALE IN FEET uj fJr SB167-SB405 20 +67.86 4' SBI67-SB405 26+66.48 END SPECIAL USE 13.3:1 A. END 4 (O.OW) 6 END 2 (20.00' LT) Lu SBI67-SB406 17+15.20 LANE TAPER (26.00' LT} N BEGIN (4 )(26.00'1_T) END (�) (266.00' LT) I END 30.61 RAMP TAPE (20' LT) I i \\Vf EXISTING 8 olp SBI67-SB405 19+96.77 I END 10.11 SHOULDER TAPER (4.00' RT} SB167-SB406 23+72.27 uj END Q!q {13.00' LT) ISB16�7')SI3406 18+94.49 0 BEGIN (2) (13.00' LT) I BEO 8.9:1 TAPER t9,3 Ob 4 1:1 SHOULDER TAPER (14.00 RT) 3 1 0. LT) 6 �x B IN 30.6:1 RAMP TAPIEft �i6ll_T) 14' 9 ---------- TE405 1188+29.16 (103.5 L T I E�05 4186+70.72- x LT E406 1183 M 444.00' 4 I j��)16WO_ L'T) END ND(� IST*G BEGIN 4 (14.00' L SEE NOTE 3 Z� is - - - - -- - - - - - L ----- QL ---- -END-":I -SHOULDER- TAPERAUM!-RT)-- - _ - - -- --- - - - - -- - - - - - - - -- - - - - %_---- _ - -_ - -- ti - - - - - - - - - - - + 12' 12' + - -------- - - - -_- - PC E406-"8-7+6"4- (75A4-' LT) - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - th '9 12' X\�,.Sll 67.S�i405 16�+6266 - - - - - - - - - - - - - - - - 121 BEGIN 5.9:1 SHOULDER TAPER (8.06'RT) 12' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - an Lu UJI 12'/- 7' 12' Lu- - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ga - - - - - ----- - - - --- - - - - - - - - - - -- - z et�A - - - uJ ul w - - - - - - - - - E-4,M -L WE - - - - - - - - - `_---__- __- __----- _- _._- ____- ®- __ -_ - -- --- - :3 7- 12' i uJ X - _ - _t - - - - - ------'----'------------------------------------- w - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - Z_ 12' 12' Rr-11605.78'-� _j Lu - - - - - - - - - - - - 12' z -8. 12' ef: 8. A I :CLU F__ 7 ou 7 VARIES 14' -4- NB405-NBCD LINE 4' 14' \' ------------------------ --INS -- $, ----------- --- ----------- ------ -- --- ---------------- --- - - ----------------------------- ----- 4_:_� ------ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - I I c --' 8. zytzt�_ I - - --------------- _4 ---- -- 4=�= f 6 SEE NOTE 3- - NB406-NBCD 30+58.02 17 1188+24.72 E405 TAPER (22.6-0- RTJ EGIN 50.0: 1 CD, LANE END 54.51 SHOULDER 4 1 H _TA' (58.00' I RT) E406,1192+24.6,9-',- 1405 180+66.00 NB405.NBCIY�19.45,- 1187+10.09 (:p14.00' LT & RT) IH N405 - END 6 68.00- RT) END (41(44.00"RI 'BEGIN 4 (58.00'RT) 2- END NB405-NBCD 34+98.13 END (1) (72.00' RT} END, (50.60',Rf�� BEGIN ,��/(44.00/' RT RT) BEqll�t$(�,Q* END (4)(14.00'RT) BEGIN (g)(72.00' RT) VN 2 .0 ' RT) NB405-SBI67 12+48.82 1184TP72.90 0 BEGIN (g)(14.00- RT) I I / B psORE \49.4:1 END H2 AND 250.0:1 TAPER t�oo. PO CH EXISTING 6 T END AND 250.01 TAPER/,0.00')/ (9)(0.00- LT ,& RT) A��R\, (�2.o& qT) O L -------------- (1 (12.100'147,,& RT) j(20W0'Li',& RT) /�k406 1192+76.18 D E405 1190+24.63 08- RT) END 60.0:1',CD\ LA TAPER MATCH EXISTING BEGIN CUR*k �64. 0' T) 0 NOTES: 1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). WSDO T NOR THWES T REGION Z FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20 -01 CHANNEL IZATION PLAN 3. SEE PAVEMENT MARKING DETAIL SHEET MKDl FOR GORE AREA DETAILS. TRAFFIC ENGINEER - AREA OPERATIONS 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01. Signed e INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01. 6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M-20.30-01 AND SPACED 80 FEET Print MARK BANDY ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. ENGINEERING MANAGER DEVIATIONS 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. % NON-STANDARD 1-405 SOUTHBOUND OW 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01. Signed Date + , \ AZ CONNECTION AND RAMP FROM SOUTHBOUND -X- -X- _x__ _x Print DENISE CIERI _x_ + Al SR 167 -APPROVED 4-6-07 T 2RAOB 0 � lftff 1w FILE NAME C:lWorkXProjectWiselBTJV0002XdmsO22731BTJV0002_PS MK 406-CP.dgn I - - - Amok I - - - - - TIME 8:22:13 AM REGION No. STATE FEMAID PROJ.NO. "o. 3T,/ WA of 0 At. �..TE 0 P.E DATE P.E. STAMP BOX DATE 8124/2010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMICITMAN J013 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 ILFINGRR BERGER DAVID EVA14 Civil Inc. W842 _AGSOOIATR:sp FRI-STATE CONSTRUCTION, 1: Plot 9 MK9 SHEET 34 OF 319 SHEETS MC. 195 T. 23 N.5 R. 5 E, WAL 0 50 100 SCALE IN FEET 9 E406 1195+97.00 _ - -- ---- ---- + - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - -- I le ------------ -------- --------- ------- '--- �_ — — �E _:� -1 -------------------- — 1 '� ------ ---- ------------- / ---- ----- ------- ---------- = ------ — — — — — — — — — — — — — — — — — -- Ir- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — lu -- --------- — — — -- — — — — ul Lu t195 - - - - - - J205 - - - - - - - - - -- - --- - - - x Ill - �__ S - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - zo - - - - - - - - -1200 L - - - - - - - — - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - wx — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — -- — — — — z 0 M�E - - - - - - - - - - - --- - - - - - - -- - - - --- - - - - - - - - - - -- - - 9-46FLW - - - - - - - - - - - - - - - - - - - - - - - :3 Lu - - - - - - - - - - - -- - - - - - - - --- - - - - - - _ - - ul i w 505.78' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- — - --- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - x Ill /�VARIES__7 00) - - - 6. 14 — — 12" 7— t2! 12' - - is 18' - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - --------- - - - - -- - ----- - -------------- I - - BEGIN 19.91 E405 1196+97.00 1195+24.82 END CURVE (44.00'RT) END 19.91 RAMP TAPER (70.92'RT) PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000-SPACING) PROFILED PLASTIC WIDE LINE PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE 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. 49.4:1 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 E406 1205+31.89 END (A>_(44.00'RT) END (1)(60.00'RT) BEGIN {)(50.00' RT) WSDO T NOR THWES T REGION CHANNEL IZA TION PL AN TRAFFIC ENGINEER AREA OPERATIONS Signed -zl(?A Date ' Zl�hp Print -MARK BANDY j ENGINEERING MANAGER Signed � - a &-� Date Print DENISE CIERI own 0% A^ A% A% IF% r I IMMIAL %# %7 Up FILE NAME C:1WorkIProjectW!seXBTJV00021dms02273%BTJV0002 PS MK 405-CP.dgn c'9. ST.d WAS111 1, 97 T NAL 2.4 J10 L DAYEI P.E. STAMP BOX P.E. STAMP BOX DATE Allift — Washington Stato w7rDepartment of Tran portation C 40 Corridor Program DAVID KVANIG BILFIINGRR BERGER —AOSOCIATIES sio I Civil Inc. TOT TIU-STATE CONSTRUCTION, INC. cane aca 1-406 MP 0.25 TO MP 2.77 1-5 TO SR169 STAGE I -WIDENING KING COUNTY JULY 2010 Plot 10 TIME 8:22:17 AM REGION REGION STATE FEMAID PROJI.N0. 1 MKIO DATE 812412010 10 WASH PLOTTED BY dio DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET T9 OF 38 SHEET$ ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN I - i i CONTRACT NO. j LOCATION NO. - PROD. ENGR. L. HODGSON PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION DATE BY SEC. 19, T. 23 NEI RE 5 E.1 W.M. Cd -7 7TDY �__-4 — --- — — — — — — — — — — �6T E406 1208+37.70 PAVEMENT MARKING LEGEND PLASTIC PROFILED LANE LINE PLASTIC PROFILED WHITE EDGE LINE PLASTIC HOV LANE SYMBOL (1000' SPACING) PROFILED PLASTIC WIDE LINE laJ PROFILED PLASTIC DROP LANE LINE PROFILED PLASTIC YELLOW EDGE LINE PROFILED PLASTIC DOTTED EDGE LINE O AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE PROFILED PLASTIC WHITE DOTTED EXTENSION LINE -X— —><— —)<— _x_ _x_ _x_ _x_ _x— _>1 I a 19 :111 NALIM I I M1 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 MKDII 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, 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 6000 FEET. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01. 0 60 100 SCALE IN FEET WSDOT NORTHWEST REGION CHANNEL IZA TION FL AN Print DENISE CIERI FILE NAME C:\ WorktProjectWisetBTJV00021dms02273 1BTJV0002_PS_MK_405- CP.dgn �'M. S��' WA .. S/f Z 1. 49 "I / �k \ / ONA.. 0 A[!14ATP_- P.E. STAMP BOX DATE P.E. STAMP BOX AOW Washington State GAP Department of Transportabon 0 Corridor Program NGRR BERGER 05101 DAVID EVANS BILFI ASSOCIATES om I Civil Inc. TOT TRI STA ' CONSTRUCTION, INC. - RI-STA E qd � lmw mow lqwv 1-405 MP 0.25 TO MP 2.77 1-406 1-6 TO SR1 69 STAGE I -WIDENING KING COUNTY JULY 20" � MENOMINEE Plot 11 TIME 8:22:21 AM __ REGION NO. STATE FEDAID PROJI.N0. MKI I DATE 812412010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMIDTMAN JOB NUMBER ENTERED BY D. FRANKUM SHEET '3 " OF 36 SHEETS CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION I R$" zN NO 'S' b, 10 4101 RETAINING WALL 401 NB405-SR181 16+00.00 PLASTIC TRAFFIC ARROWS (7.60' RT, 22.5' RT, 37.5' RT) NB405-SR181 16+07.71 REMOVE J # --ZHOV SYMBOL _01 46 6 / l' 12 k18 18+15.66 EN 6 (8.33' LT) EN (19.33' LT), 24.67' RT) `END 2 (I0,3,3' LT) END 2 67' 67' RT) END T (16.00' RT) BEGIN (4) (15.00' RT) 4 NB4 16+400 PLASTIC TRAFFIC ARROWS CUR9- RETUW (7.60' RT, 22.6' RT, 37.6' RT) SEE DETAIL ON -SHF4T PVD2 SEC. 24, T. 23 Ni, R. 5 E.1 W.M■ END CONSTRUCTION, NB406-SR181 17+07.71 END (*16.00'11T, 30.00' RT) 4 CROSS WALK A -E181 18+16.56 E1 81 20+06.08 NB406-SR181 14+92.96 END 48.01 LANE TAPER (16.60'RT) PLASTIC STOP LINE END 24.0:1 LANE TAPER (30.00' RT) SR181-NB406 11+89.76 END CURVE (16.30 LT) RAMP itHANNELIZATION SEE DETAIL ON SHEET MKD1 f BEGIN CURVE (15.30' LT) SR181-NB406 11+89.32 IJ I O r j E181 19+42.02 PLASTIC STOP LINE '_R moo RT) BEGIN CURVE (0.70' I R--210.41' b- SEE DETAIL ON SHEET PVD1 j - -ISED IS LAND -A Xgk DETAIL ON SHEET PVD1 REMOVE J # --ZHOV SYMBOL _01 46 6 / l' 12 k18 18+15.66 EN 6 (8.33' LT) EN (19.33' LT), 24.67' RT) `END 2 (I0,3,3' LT) END 2 67' 67' RT) END T (16.00' RT) BEGIN (4) (15.00' RT) 4 NB4 16+400 PLASTIC TRAFFIC ARROWS CUR9- RETUW (7.60' RT, 22.6' RT, 37.6' RT) SEE DETAIL ON -SHF4T PVD2 E18 -, 8) NB406-SR181 17+07.71 END (*16.00'11T, 30.00' RT) 4 CROSS WALK A -E181 18+16.56 PLASTIC STOP LINE 17.., PLASTIC STOP LINE CURB RETURN Eiiji 18+00.00 SEE DETAIL ON SHEET PVD1 j PLASTIC TRAFFIC ARROW (2.83' LT & 8.17' RT) E181 16+89.14 /Y E181 16+73.00 BEGIN U2 (46.00' LT) 14. ! -- PLASTIC TRAFFIC ARROW // ! (3.21' LT & 7.79' RT) E181 15+43.00 PLASTIC TRAFFIC ARROW 4 (3.21' LT & 7.79' RT) E181 16+36.30 END 8.4:1U6 TAPER (8.71' LT) BEGIN 4(2.29' RT) BEGIN (4) (13.29' RT) NOTES: E181 15+62-30 END 62.V1(g)TAPER (36.22' RT) 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 2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20-01 ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. AND eJ E181 14+14.07 3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. PLASTIC TRAFFIC ARROW (0.91' LT) BEGIN 8.41 *TAPER (6.79' RT) 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01. 4 END (A) (7.41' LT) 6. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01. INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01, CIO E181 13+64.08 PLASTIC TRAFFIC ARROW E181 13+42.86 (0.36' LT) BEGIN 52.11 T TAPER (32.20 RT) PAVEMENT MARKING LEGEND WSDO T NOR THWES T REGION (a) PLASTIC PROFILED LANE LINE CHANNEL IZA TION 10L AN O PLASTIC PROFILED WHITE EDGE LINE -BEGIN E181 13+14.08 _qT(6.86' LT, 29.86' LT) TRAFFIC ENGINEER - AREA OPERATIONS PLASTIC HOV LANE SYMBOL (1000' SPACING) G) PROFILED PLASTIC WIDE LINE BEGIN (j) (18.36' LT, 18.84' RT) BEGIN (§) RT) In � -A) PROFILED PLASTIC DROP LANE LINE (6.34' PC Signed LAA.61AV Date :zz ) \Ij PROFILED PLASTIC YELLOW EDGE LINE Print MARK BANDY PROFILED PLASTIC DOTTED EDGE LINE ENGINEERING MANAGER AERIAL SURVEILLANCE FULL MARKER AERIAL SURVEILLANCE HALF MARKER BEGIN CONSTRUCTION El 81 13+14.08 Signed D<5te @) WIDE LANE LINE PROFILED PLASTIC DOUBLE YELLOW CENTERLINE Print DENISE CIERI PROFILED PLASTIC WHITE DOTTED EXTENSION LINE &1% Aft I =Zb BF FILE NAME C:1WorkIProjectiN!selBTJV00021dms022731BTJV0002 PS MK 405-CP.dgn _'9. ST,/ of WAS/// w. Washington State OF-Department of Transportation 0 Corridor Program 1-405 MP 0.25 TO MP 1-405 1-5 TO SR169 STAGE I -WIDENING 2.77 Plot 12 TIME 8:22:26 AM REGION NO. STATE FED.AID PROJI.N0. MK12 DATE 812412010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMIDTMAN JOB NUMBER SHEET ENTERED BY D. FRANKUM S ONAL. 6)�A Itio I DATII P.E. STAMP BOX P.E. STAMP BOX DAVID INVANS BILFINGERIBERGER ASSOCIATE*t� Civil Inc, we - TRI-STATE CONSTRUCTION, INC. 9--d rs KING COUNTY JULY 201 o- 31 OF 39 SHEETS CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON- PAVEMENT MARKING PLAN REGIONAL ADM. D. DYE REVISION DATE BY —BEGIN 8" WHITE GORE STRIPE END 4" WHITE EDGE LINE STRIPE BEGIN TYPE 2 (W/R) RPMS ON MAINLINE SIDE AT NOSING AREA MEDIAN AREA ,20'(TYP)_ 20' 151101fil SHY S DISTANCE I I --- FT (TYP) NOSING CONTINUE TYPE 2(Y/R) RPMS ON 80'SPACING OF LANE —CONTINUE GORE MARKINGS \--EDGE OF SHOULDER TO END OF GORE AREA ON W SPACINGS BEGIN 8" WHITE GORE STRIPE BEGIN TYPE 2 (WIR) RPMS END 4" YELLOW EDGE STRIPE ON OFF-RAMP AT NOSING AREA ON-RAMP GORE AREA CHEVRON LAYOUT N.T.S. END TYPE 2 (W/R) RPMS WHEN SPACING IS 1' BEGIN TYPE 2 (W/R) RPMS WHEN SPACING IS V — 20' TTYP Lj 0 Li 450 • 8" WHITE PLASTIC 450 GORE STRIPE CENTERLINE OF GORE AREA TYPICAL GORE STRIPE DETAIL END TWHITE GORE STRIPE BEGIN 4" WHITE EDGE LINE STRIPE END TYPE 2 (W/R) RPMS ON MAINLINE SIDE AT NOSING AREA MEDIAN AREA 6' 10' 15'z,' 20' _2VATYP SHY DISTANCE I FT (TYP) z$0 NOSING CONTINUE TYPE 2(Y/R) RPMS ON 80' SPACING EDGE OF LANE EDGE OF SHOULDER TO END OF GORE AREA ON W SPACINGS END 8" WHITE GORE STRIPE t:ND I YPE 2 (WIM RPIVIS BEGIN 4" YELLOW EDGE STRIPE ON OFF-RAMP AT NOSING AREA OFF-RAMP GORE AREA CHEVRON LAYOUT N.T.& FILE NAME C:1WorkXPrqj9ctV TIME 8:17:24 AM DATE 812412010 PLOTTED BY d10 DESIGNED BY M. WALTON ENTERED BY S. WHITE CHECKED BY J. ST. JOHN PRO.I. ENGR. L. HODGSON REGIONAL ADM. D. DYE JV00021dms022731BTJV0002 DE MK 405-CP.dgn REGION STATE NO. FEMAID PROJ.NO. �S 10 WASH JOB NUMBER CONTRACT NO. LOCATION NO. REVISION DATE BY �tiC, ST. WA4,, A1111111116 Washington State L.MNTLUEAVa QW-Department of Transportation 1-406 MP 0.25 TO MP 2.77 Plot 1 �405) Corridor Program 1-405 MK I)l 1-5 TO SR169 STAGE I -WIDENING SHEET S/ 191 CPS DAVID EVANS BILFINGER BERGER Icivillne Sel NAL *meASSOCIATESont. TOY KING COUNTY JULY 2010 OF k DAfEj P.E. STAMP BOX DATE P.E. STAMP BOX TRI-STATE CONSTRUCTION, INC. PAVEMENT MARKING DETAIL -3 " SHEETS