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HomeMy WebLinkAboutzT-2692SetI T.23 R.5 . W.M. SECTION 19 -a, --------------------- 12 - - - - - - - - - - - - - 12 7 vp — — — — — — DE LE 14 N�E+ LW__ NO a. 5 a Sl 4 UXT BEGIN LANE LINE. " WOMB I is. BEGIN YELLOW EDGE UNE � am & 7.77 FIT BEGIN 1. EG WIDE UNE. 20.3W LT 1% FIT BEGIN LANE LINE,] LT & 31.7WRT LT. Q.77 RT A 66"T' BEGIN i010HOE EDGE LINES, �30 f, BATCH EXISTING 5145 1187W.68 jri BEGIN 266.1:1 LANE SHIFTS,&" LT BEGIN 224.61 LANE SHIFTS. 7.91' FIT END MITE EDGE U 'RT & SOM RT NE, UAI f i 41 BEGIN NOE UNE.43.61'" & WIAWRT t; BEGIN GORE AREA & taBF RT,", BEGIN 7" TAPER,66AWRT G. 1, BEGIN WIDE UM. TOM BY 1r O BATCH EXISTINC,"SO-RT 3 'E46511924 w BEGIN WDE UNE, KOO RT R BEGIN GORE AREA MWH EJUSTIM WARNINGS LEGEND .D' 11E USILE CENTER UNE 11 LINE IN- MA P UN UN MITE EWE UNIEMISWRT MATCH BOOSTING EDGE I.JNE UNE BEGIN 98.21 TAPER II 111111111 CROSSWALK UNE STOP I.JNE 3 _ NOV LANE SYMBOL C r DRAINAGE RIAI TRAFFIC ARROW TYPE is TRAFFIC ARROW TYPE 251. RELEASED FOR CONSTRUCTION 0 TRAFFIC ARROW EaR TRAFFIC ARROIN = UL FRO ARROW TYPE SOL T NOTES: BIKE LANE SWBOIL PE 7S IN FEET 1. FOR GENERAL NOTES SEE SHEET BK�l. TRAFFIC ARROW 7 NQ. 'mm GATE 13311E GEonNo -GESCRIFTiom mm­GNEY'sy 7 -ENTERED SY CHECIKED BY I MICH ...m JAU5 i "5d ft 64 ula N I INN I I I I ED Ana, MK4)40 F 1-5 TO SIR 169 DESIGN i TAT. LEAD; WANIP STAGE 2 -WIDENING 7 j�j4j� j.j5HOG-- C. H�GEIIU Washington State 3 IM1. ffl—al AND SR SiS INTERCHANGE - -- cNEREWGEwFS K I-CRENTSON & FG�m PACKAGE Department of Tiransportation WUR &IAliz0R & FORMN 7624 _0 FOR co._�F.. -m ATYLER J. TYLER KDROINER _- RFI #279 PAVEMENT MARKING PLAN �M�SED I T 23 RFLEN ! A { w RE 11 .. I M. NB`I,m* 87 C- r.. NO U.Ml T00 �„.^ t l C.:'"i '--.._ 9 RENTON CINEMA B t+ '-�, BE bNNYELLOW T.29 LINE,000f'RT -.J! END Chi TAPER42 Y LT"- ,Ep{ Lp9 _ _ ! BEGIN WW��11��TTE EDG LINE, 15.00' LT �e END 1q6 3.1 TAPER 3Q W LT _ Y RTN' N0000 _ 2'- A i `'= MATCH'E105TING END 210A�1 TAPER 19U0'lLT BEGIN YELLOW DOUBLEICENTER LINE RENTON,OAPAT ! C - I C. BEGIN f123AA TAPER 8.00' LT r I IOIN WHITS EDGE UN RENTON 23�.W RT E/O6 119N70.88 1A1A 50 RT.. 1 a - - IN SXO LINER HA Et�D LANE t ! t ! 8. MITE MMA DIAGONAL MARKINGS ON ! ! f ONE REM. i � 26JCIC T ANGLE) y� fi I j(i ON PUCE t _ BEGIN iW' "WIPER] AtrRT ! ! BBtD5.1`13187 1-90GE NE N!. '� Q END YELLOW EDGE LINE !}fit s~,, JEND TNHITE E LINE t'�,;, J "-} "S -"- 'BEGIN MADE LINE 4 f .EGOS 12Wt�6_16�N,80'Li I EGIN WIDE LINE S _ti_, o- �. t TEND WIDEE LINE t i a � BEGIN DROP LANE LINE ti !1 I ENW 1 8i'Y 00 � _,_y,._?�EADS UO3K1.07 GSeT Ur I�MARK GORE NGS .v BEGIN Wn% UNE-LINE t t ! AREA as hdOfi TO NB 9R06T OFF q,ASTp� +- BEGIN GORE AR MA HW TO SB SR18] OFF -RAMP 15 2A ---�- . 6....... N f q...._ ..�_ �.� ;».-- m=r�+. ..... __ =ter.»__'`___ _. �B _ -:. �a�. _s, -,'� cm .✓:q 1fi �. 1.6 U 5 1 i i119S __ 12 — — — __ 11, _ _ SOIfPIBOUND H05_ _ — _ — — — — — — _ 11 IB HOB ON�RAMP -- �. -R= 1969 &65 -. BEGIN_261�6 +-Yi !11IMM411C t~ y If 'RY WILE LINE - - -- DOUBLE CENTER LINE - - - DOTTED EXTENSION LINE — — — DROP LANE LINE EDGE LANE — — LANE LINE IiIIIIIII CRC36WALK LINE ! STOP LNIE �- HON LANE SYMBOL . DRAWAGE MARKINGS 4 TRAFFIC ARROW TYPE 1S 0 TRAFFIC ARROW TYPE 23L i TRAFFIC ARROW TYPE MR { rRAFFIC ARROW TYPE ML Q TRAFFIC ARROW TYPE SSL 8 TRAFFIC ARROW TYPE TS e BIKE LANE SYMBOL t~ y If 'RY f WEXISTING�f by pT END 867.1 TAPEE,W00� '.,kj a ` GENERAL NOTES:. _ . 7 r IF 1. ALL LINES AND MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED. 7. FOR GORE AREA MARKING DETAILS. SEE SHEET MI® , 2 FOR CROSSWAL( DETAIL,SEE SHEET MKDQ05. S. ALL LINES NOTED AS "RENTOW SHALL BE RPM'S. SEE SPECIAL PROMSIONS FOR CITY OF RENTON STANDARD DETAILS. 3. FOR TRAFFIC ARROWS, SEE MOOT STD PLAN M- 244601. 9. ALL LINES, EXCEPT HOV BIDE LINES AND THOSE NOTED AS RPM'S, SHALL BE PROFILED PLASTIC TYPE D - LIQUID (TRAFFIC ARROWS FOR LOW SPEED ROADWAYS) COLD APPLIED METHYL METHACRYIATE PER STO MOOT SPEC 9:4G.SPD AND STD PUN M- 20.2UI, 4. FOR HOV LANE SYMBOL LAYOUT, SEE MOOT STD PUN M- 7ABBI. 10, HOV MADE LINES SHALL BE FLAT PLASTIC TYPE D - LIQUID COLD APPLIED METHYL METHACRYLATE PER MOOT STD SPED 931.3(4). 5. FOR BICYCLE LANE SYMBOL LAYOUT, SEE CITY OF RENTON STANDARD DETAILS. O 80 iro 1t. FOR LINE MOTHS. SEE MOOT STD PUN M- 20.1041.& M- 202041, 8. FOR DRAINAGE MARKING LOCATORS. SEE SHEET MgHW5. SCALE IN FEET 12 FOR LEFT EDGE RPM LOCATIONS SEE MOOT STD PUN W20 3342 n•. — _ mrs !, ! �! i 1204AW00. 1N00 -LT ! DESIGNED BY I ENTERED BY CHECKED 9Y 3.7T RT 1 8M RT MAW RT .. 3230' RT I f WEXISTING�f by pT END 867.1 TAPEE,W00� '.,kj a ` GENERAL NOTES:. _ . 7 r IF 1. ALL LINES AND MARKINGS SHALL BE WHITE UNLESS OTHERWISE NOTED. 7. FOR GORE AREA MARKING DETAILS. SEE SHEET MI® , 2 FOR CROSSWAL( DETAIL,SEE SHEET MKDQ05. S. ALL LINES NOTED AS "RENTOW SHALL BE RPM'S. SEE SPECIAL PROMSIONS FOR CITY OF RENTON STANDARD DETAILS. 3. FOR TRAFFIC ARROWS, SEE MOOT STD PLAN M- 244601. 9. ALL LINES, EXCEPT HOV BIDE LINES AND THOSE NOTED AS RPM'S, SHALL BE PROFILED PLASTIC TYPE D - LIQUID (TRAFFIC ARROWS FOR LOW SPEED ROADWAYS) COLD APPLIED METHYL METHACRYIATE PER STO MOOT SPEC 9:4G.SPD AND STD PUN M- 20.2UI, 4. FOR HOV LANE SYMBOL LAYOUT, SEE MOOT STD PUN M- 7ABBI. 10, HOV MADE LINES SHALL BE FLAT PLASTIC TYPE D - LIQUID COLD APPLIED METHYL METHACRYLATE PER MOOT STD SPED 931.3(4). 5. FOR BICYCLE LANE SYMBOL LAYOUT, SEE CITY OF RENTON STANDARD DETAILS. O 80 iro 1t. FOR LINE MOTHS. SEE MOOT STD PUN M- 20.1041.& M- 202041, 8. FOR DRAINAGE MARKING LOCATORS. SEE SHEET MgHW5. SCALE IN FEET 12 FOR LEFT EDGE RPM LOCATIONS SEE MOOT STD PUN W20 3342 NO MMIE DATE 139GE REC9ND - DESCRIPTION DESIGNED BY I ENTERED BY CHECKED 9Y DESIGN 1 1ITAl .. _. 1 NANAOER 1f T' 1-405 3 t111¢ry0 RFI Ri18 _ C. HEWMOGEXFA I C. K) JCHOU JDAVA9aN - o wux .,� ° Iii R 6 1-5 TO SR 15q I MK -0A1 2 WIDNIB .11 r' . C. xERxOGEXE4 K LOREMON S. FORMAN DESIGN A +YO 1 mme RFI 6II8 Tire "S raYLOR xFORMAN TASK LEAD: �t'1 STAGE 2- WIDENING eX� _ a oaavr0 RPIFA6EG FOR coxsmticTlCN -tG xn'LER J.. N. BROWER _ C' "EaMOGENES x.,Clw ;� �1`; .w. Washington State AND SR 515 INTERCHANGE p7 C WHO"4 FINAL DESIGN -30 J.MER _ -- 1MR! IAMGWER PACKAGE: °�' "" }� �p Department of Transportation El 1MMIN FINAL DESIGN -ze J.rrvEa J.TYLEa IS ASCII RFI #279 7624 PAVEMENT MARKING PLAN wsv A MISS PRUUMIMRY COSIGN I J. MEN I J. TYLER R. MOK E 0 Z 0 2 ci LEGEND WIDE UNE - - - - -- DOUBLE CENTER UNE - - - - - DOTTED EXTENSION UNE - - - DROP LANE UNE EDGE UNE - - LANE UNE 111111111 CROSSWALK UNE STOP UNE e HOV LANE SYMBOL DRAINAGE MARKINGS 1 TRAFFIC ARROW TYPE 13 { T FRC ARROW TYPE 08L TRAFFIC ARROW TYPE 08R 1f y TRAFFIC ARROW TYPE 0SL Q TRAFFIC ARROW TYPE Will. 8 TRAFFIC ARROW TYPE TS �+ BIKE LINE SYBBOL - -- r_ _ NILL AVE 8 r7 „l- V - '' tN 1]ABMO �� ”, td i w•, � 1 jx3ea3 tmdsaS:ST P,x_. WS 1PSN30. 1CWRTJ BEGIN IZAA TAPE t :EQLT �U' rr li �$ END DROP IANE NE BEGIN 1081:1 LINE BHWt,LSW T BEGIN WD l➢lE BEGIN 61iA:1 TAPER, SdIY LT \1 BEGIN MA TAPEIC1CM RT L 9i -0J� - AT. 23N. R. SE. W.M. RELEASED F4& r''�69 5616 E I.SlE 06 16.00' RT 1 t BEGIN YELLOW EDGE SB4061= "0036.60'LT r � R r �i END TY TAPE 1 LT i tx`1r t —1 r ENO, R)A:1 TAPER E TNDOPWNI�FAOG L 1T. LT ! t. » jBEG'jiN WIOE LrdE 33.61MLF §EGIN E 7W LT a ( t � �l \ t }t \ \ , LIBERTY PARK 6006 12WiT.] 0; i ' f f "v- { 88166 13MH)00, JB.OTI'LT i �+ .{ \ r t7(1 LANE LINE N4O LT yrtt r _ I 1 W ■ BEGIN .WIDE LINE. R1.60'.b .�BBEEO�N y 4E UI!E, 60 LT " 1693/3406 1R�T8 W l OB LT M t 1 ]]dB T 4 r I y' I i `.S�BE& GORE AREA�NA i 5 BE ".,.,. .'APER i r _ �' lr�C' I '' :. t�l ( 1 8133)WLT NOUSER 7.W LT BE :1 PER T i 1 \ Tyr t}d 9 1 F@ Td 2 d ���� � v .. '�'. 91 Y z ' mM1_ f!!'[±C6Vd✓Yrsv.., mil., � m_ —•____ ^_ _____ ___ Ington State NO GORE AREA RARI@NGS FGNN MITE EDGE I.WE 9 i 4 4{ S OTES: i 1. FOR GENERAL NOTES SEE SHEET 6N(331. 1-405 MK -0.06 1.5 TO SR 166 STAGE 2 - WIDENING AND SR 515 INTERCHANGE 3 PAVEMENT MARKING PLAN �' 8089 BP 0 0 a 0 a T. 23N. R. 5E. W.M. 9 5GorrKBgr00srgn- &uilder3 ro zVtcj RSLFASED FOR `uOr�S YR4'GTiak, t883Q406 17W U 3056 LT END 871 TAPER Agii� f lu 1T 78.89 ENSRT ..�" 1. rX F.•f -`�- b. --" -. t __„...- 4 i # , BEGINI DOTFED F.613K) EN 16 tT+SeA NOUIWAY �� ,,ry \`\ 4_.. lI �Iy 1y9, t.- --'- -' t 671 $AF�FT LT P ♦ \\lA. -- - `.0 ' ii - )l BEO BHOULb�R HA81p:6 .`\.� _ r189EBm061 u 99.13'Lf" I �. li B (0' y1{TE MINA MAOONBL -,.. �- END H IDU E LIRE {� }^` �{ MAPt I iTOC \ e 'AIAYCH E%ISTIW } A7 m6' ANF•GE) Y.- '" ♦ ^ END SHOULDER W LIN BEGIN WHITE EWE E,700 LT \ y , r if {fL t 4 i i' S END WHITE EWE LINE, U00' LT x ^' 8E t� CR f , h 4 16 .6 ,9 END C A a_� ®m -- - x FAO OH`RA 19 °°y - - x- J SRt69 TO 68 - - - - - .. ,.s, yyyyFitiivi'yy!/'ioyB6+`'� % ~%/ _ / / / / / / _pnYnfiliiliAi/;i//f//$f� x- BB006.i968+ixui13�0 E.} I3 _ I24 C my H 0. fi tT+ >0.00y9.W RT 13 - _� _ __ __ 10.6 — 90.6 1ST I275 y_SOUf M 6{06 12W- S8.406 _ — —_— ce°aE,= n so __ _ _ . .... _ —___— _ NB s LINE I NB Hoff TO ER968 OFF RAMP _ _ "` ` `r % + 1 1 18H 96JILW RT a,lf i ENb— SOTfED E%TENBION LINE � '\ / NB408 iS88H0.�2 E ENO YELLOW EDGE LINE � \ �� 3BI06 1VW W 1, ...... \a \ a t } t B 6TZ�t To6 '�� f LEGEND ...... ... _ BEBUI" 6R NSM Y' r� y END BT51 TAPER 30.81 LT BEGIN G0.1 TAPEKIBSWLT �\ j d f END 972:1 TAPER, 129P LT t l WIDE LINE BEGIN 490.1 TAPER350' RT ` , { + d r ( END 0901 TAPER, O W LT t — - - - - t J f5 j r dddf `\ END YELLOW EWE LINE, II.W RT 4 DOUBLE GENIES LINE END WIDE UNE,0.o0'LT f !! - WTTED EXTENSION LINE END CEDAR RIVER �' ! L jj # t r END WNRE EWEZLWE,ZL6l -LT t �.. ( — — — DROP LANE ME LT DGE LINE PARK { r `. tj (j HATCH EXI8TIN0 LANE LINE b Lnquu CROSSWALK LINE ! rI lift. jhw t f; J — STOP LINE r 11 l r f J e. NOV LANE SYMBOL DRAINAGE MARKINGS tI y p .?i` _--�, ��"^...,,,� rtJi, 4 IRAFFIC ARROW TYPE 18 1 /! , .= �.3•y�. ^ r� I TRAFFIC ARROW TYPE 981- ! )% f X p y'sy�,. .;,4 y _ .ate -�...` yy „✓�.+?f ;'� -� el TRAFFIC ARROW TYPE 3SR NOTES: tf itt �4.'�.,�,4SWi..� "'���''�s,a _.�r>"�' ✓�"y ,fill `l j _ y TRAFFIC ARROW TYPE 98L Q TRAFFIC ARROW TYPE 68L 1. FOR GENERAL NOTES SEE SHEET NK401. 0 00 100 INAFFIC ARROW TYPE 73 3Gw IN FEET BIKE LANE SYMBOL MK -0 -07 3(3 X23 I e e i T.23 W.M. BEGIN 6.1:1 MEDIAN TAPER 2.1CRT. WIDE LINE --- - - - - -- DOUBLE CENTER UNE BEGIN LANE LINE RENTON 17RD LT 6 18WRT - - DOTTED EXTENSION LINE TRS 11WTA O",RT ,a MATCH METING EDGE LINE — — LANE UNE 111111111 CROSSWALK LINE — STOP LINE e NOY LANE SYMBOL SR 616 MP IL DRAINAGE MARKINGS 4 TRAFFIC ARROW TYPE 13 TOG 13.MSI, TRAFFIC ARROW TYPE 281. TRAFFIC ARROW TYPE SIR eI y TRAFFIC ARROW TYPE UL Q TRAFFIC ARROW TYPE 88L ' ° ...,. SR 318 (TA1607 $ ,,_ .. 1 ----- 8 }- 12 1 END 6.1:1 �T 1 .1J Ilfi!!t Il _ pp DETAIL WRHW TNNI AREA. ORAM'NG M 04)1 1.00' LT NAMED I � ISLAND I 1 x 1 T 16nD. 0. TEE t ' ao ae.oDi I �c! 12AD RT J. S64M N C. HESMCDENES UtE 3T 1 / i �R8 L SEE MIGNMI FOR DETAILS 1 -405 MK -0.08 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE �- PAVEMENT MARKING PLAN 4' WIDE LINE --- - - - - -- DOUBLE CENTER UNE - - - - - DOTTED EXTENSION LINE — DROP LANE UNE EDGE LINE — — LANE UNE 111111111 CROSSWALK LINE — STOP LINE e NOY LANE SYMBOL DRAINAGE MARKINGS 4 TRAFFIC ARROW TYPE 13 1 TRAFFIC ARROW TYPE 281. TRAFFIC ARROW TYPE SIR eI y TRAFFIC ARROW TYPE UL Q TRAFFIC ARROW TYPE 88L TRAFFICC ARROW TYPE TS �T 1 .1J Ilfi!!t Il _ pp DETAIL WRHW TNNI AREA. ORAM'NG M 04)1 1.00' LT NAMED I � ISLAND I 1 x 1 T 16nD. 0. TEE t ' ao ae.oDi I �c! 12AD RT J. S64M N C. HESMCDENES UtE 3T 1 / i �R8 L SEE MIGNMI FOR DETAILS 1 -405 MK -0.08 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE �- PAVEMENT MARKING PLAN 4' CENTER ME RENTON MATCH EXISTING 12 \ TRAFFIC ISLAND 12 IIREN- TON II I 12 IMF R06 i - . - -- -_- �RmfiO afte i 12 11 - - RAISED TRAFFIC ISLAND 1 TB5 ll B .66 7.00'11T " GIN 811.11 STNS C... IISHULIS 6XTr RT `•,�� flI i ..END C.... \NE RENTON 0)8 LT- - -- - - "Y DOUBLE CENTER ME TRAFFIC ARROW TYPE 1S OE LI END WIDE LINE RENTON,11A5 M1j� END IF j END LANE LINE REMON, BE.?8 RY' n / TEE R — DROP LANE LINE LINE i BEGIN YEL O�1 DOUBLE C TER ro LINE EEOIN .ENE RENTom, O.Tv LT LANE LINE BEGIN WIDE LINE REN 11,76 -M BEGIN LANE LINE RE N, END ELLC ND YELLD 13.75' LT 6 M.M FIT ME RENT( END WIDE CROSSWALK LINE END LANE END 88.11 TYPE ESL STOP ME STOP LINE' ME ll� .f 12 \ TRAFFIC ISLAND 12 IIREN- TON II I 12 IMF R06 i - . - -- -_- �RmfiO afte i 12 11 - - RAISED TRAFFIC ISLAND 1 TB5 ll B .66 7.00'11T " GIN 811.11 STNS C... IISHULIS 6XTr RT `•,�� flI i ..END C.... i_MATJ)H _EXISUNO__ a v i DETAILS FROM SHEET MK -0 -08 T. 23N. R. 5E. W.M. r---- -,, , ----- .__.. , I J TBS "" A EBAB'LT t END OROSSWALK 08 1E� �. .ENO DOTTED EXTENSION ME REWO ar r ro BEGIN LANE LINE MMON,MWLT S 6D0'LT i�I BEGIN WDE ME l}}�'� €� I BEGIN YELLOW DOUBBLE�CENTER LIM;REMC STOP LINE a' I r ; q 11 ME 1M 0011.00'LT B IWRT wl 1} IT M =LBOi pp S) u ---- -----� __ 11 ENI MOET 1M88.00 E 0 3 b BCPLE I N FEET ET t6t6WALK 6'RT dkdl "URAN ELM, NOTES: 1. FOR GENERAL NOTES SEE SHEET MKL01. LEGEND WIDE LINE \NE RENTON 0)8 LT- - -- - - "Y DOUBLE CENTER ME TRAFFIC ARROW TYPE 1S OE LI END WIDE LINE RENTON,11A5 o END IF j END LANE LINE REMON, BE.?8 RY' n / TRAFFIC ARRCW STOP LINE — DROP LANE LINE tELLCAN i BEGIN YEL O�1 DOUBLE C TER ro TRAFFIC ARROW EEOIN .ENE RENTom, O.Tv LT LANE LINE BEGIN WIDE LINE REN 11,76 -M BEGIN LANE LINE RE N, I!I TRAFFIC ARROW `Y 13.75' LT 6 M.M FIT i_MATJ)H _EXISUNO__ a v i DETAILS FROM SHEET MK -0 -08 T. 23N. R. 5E. W.M. r---- -,, , ----- .__.. , I J TBS "" A EBAB'LT t END OROSSWALK 08 1E� �. .ENO DOTTED EXTENSION ME REWO ar r ro BEGIN LANE LINE MMON,MWLT S 6D0'LT i�I BEGIN WDE ME l}}�'� €� I BEGIN YELLOW DOUBBLE�CENTER LIM;REMC STOP LINE a' I r ; q 11 ME 1M 0011.00'LT B IWRT wl 1} IT M =LBOi pp S) u ---- -----� __ 11 ENI MOET 1M88.00 E 0 3 b BCPLE I N FEET ET t6t6WALK 6'RT dkdl "URAN ELM, NOTES: 1. FOR GENERAL NOTES SEE SHEET MKL01. LEGEND WIDE LINE 1 l DRAINAGE MARKINGS DOUBLE CENTER ME TRAFFIC ARROW TYPE 1S - - - - - DOTTED EXTENSION LINE TRAFFIC ARRCW TYPE BE. — DROP LANE LINE EDGE LINE TRAFFIC ARROW TYPE MR LANE LINE ®� I!I TRAFFIC ARROW `Y TYPE UL CROSSWALK LINE TRAFFIC ARRCW TYPE ESL STOP ME O HOV LANE snueR L TRAFFIC ARROW TYPE M ? ME LANE SYMBOL 1.406 RAW 1 -6 TO SR 169 MKD -Da i STAGE 2 -WIDENING Waahington StatB AND SR 516 INTERCHANGE 315 Department of Transportation PAVEMENT MARKING DETAI TALBOT d PUGET !BENSON "�'° '., NOTES: 1. FOR GENERAL NOTES SEE SHEET MK -0-01. LEGEND CENTER WIDE LINE BEGIN 4:1 T -- DOUBLE CENTER LINE - - - - - DOTTED EXTENSION LINE BEGIN MEDIAN HASHES IS' YELLOW DROP LANE NNE EDGE LINE 6.6 S LT, LANE NNE CROSSWALK NNE V STOP LINE '= HIM LANE SYMBOL 1 1 DRAINAGE MARKINGS QTRAFFIC ARROW TYPE 13 4 TRAFFIC ARROW TYPE EEL , ` TRAFFIC ARROW TYPE BIER I TRAFFIC ARROW TYPE 03L RTRAFFIC ARROW TYPE ESL TRAFFIC ARROW TYPE TS BIKE LANE SYMBOL 1`2 111 ;12 .6 'T :12 r� (t2 1360' RT _ EWE UK MR HASHES (B" WARE DETAIL FROM SHEET K -0 -02 T. 23N. R. 5E. W.M. LL NARK &G AT 10'0C AT AP ANGLE) ________ ________ ___ ___ ! __b.]] 11x7000 OM� t fl 1200'LT END WIDE LINE BENFN ]OB RT -] 4 END LANE LINE RENTON Ii .OW RT B OIN'LANE LINE REMOJ{ 18.OB RT ggSV. TBS 9]x!99! END 4:1 TAPER,iS.88'LT \ �/ i END WIDE -Li , . 'LT 1 BEGIN Jl:i LANE SN6T, 18.80 LT (� END LANE LI RENTON, 6.OD LT LEND DOTTED E%IENSpN LINE RENTN, 17M LT - coo.. T BEGIN 00TTE EXTENSION LINE RENFN,17.00'LT 9TOP LINE `0 E BEGIN 4:1 BEGAN TAPER.TM - DOUBLE CENTER NNE RE!lTN� t� CENTER BEGIN 4:1 T HASHES BEGIN MEDIAN HASHES IS' YELLOW RPM DIAGONAL 6.6 S LT, MARKINGS AT 1M D.C. AT 415' ANGLE) V 1 t L , ` � •'tip -11 I I 12 BENT N ISLAND ,V 12 \ II SR 616 (TALBOT RD 8) I 4 18 \ R=J9 20 P, 11 N — 4 — t i RAISED TRAFFIC -. ISLAND _x ` 121 rRNO \ \ TB8 1BW; ;M. 00'LT 1 _ END c1 iit:DIM AFEH ....TES IIHS0.00:A.0BRT '"] S 16S 'R =118.87 1 / ir( I J ^END MEeUNEWRr i J (jj 1 \ "4P B TBBflB00661x80.02 ] _ END WIDE LINE, 16ZW RT A WXDE BEGIN CR SOWAL ]LINE 11 11 ! �. 6 BEGIN LANE UNFY 15W RT BEGW CROSSWALK LINE i lJ f ( \ q(� END 8.2:1 TAPER- �2LT 6 60x2608 21.58'RT6M2602 22A8'RTIj j((l 1 \\ ]O`Q�, BEGIN WME LINE,b00'RT ( 'B R BEGIN 814:1 TAPER j6bP RT 1 I 0 BEGIN 608:1 TAPER MOD RT . N _ K,_.NBGOB 60rM,O6 t080'RT+ ( sa 1 °d3 BEGIN WIDE LINE / TEND D.Bg 6- -. l\ 'p O,ie TBSNB608 80x80.88 60.00 RT (f a T88NBW6 62xE01 BEGIN 22.5:1 TAPER / J X TBBf1Bwicia, 6.3118.90'RT f )( TB8- N800881H1.1 t6.80'RT pp..'' BEGIN GORE AREA MARKINGS j END 6.2:1 TAPER \ __________ ___L__ BTBSNB80616TAPER Al 2328 RT-_________END GORE AREA MARKINGS 0 W b SCALE M FEET 12 �i • I 4 5 ON -RAMP GORE AREA CHEVRON LAYOUT TBS -NB405 RAMP INTS BEGIN NOE -LINE (NNITE) BEGIN TYPE 2 WRI RPNS AT ONAAMP NOSED AREA ON -RAMP GORE AREA CHEVRON LAYOUT NB167 TO NB. 1-405 RAMP & 169 -SB405 RAMP NTB OF LANE OF SHOULDER MONTE) IS W PATTERN) NO TYPE 2 BNM)RPMB HEN SPACING E 1'. OF LANE OF SHOULDER RFC-SD 7624 BEGIN WHEN TYPE RPBTS 1' TYPICAL GORE AREA DETAIL LINE (RIBE) END ODE WE (PMRE) END TYPE 2 WRO RPNB ON MAINLINE SIDE AT BOEING AIEA END TYPE 2 (WIR) RP16 AT OFF-MNP NOSING AREA BEGIN YELLOW EDGE LINE OFF -RAMP GORE AREA CHEVRON LAYOUT NT8 ONIOFF - RAMP GORE AREA NOTES: 1. PAVELENT MARKING SMALL BE PROFUED PIASTIC TYPE D - LIQUID COLD APPLIED NETNYL METHACRYIATE BEE STANDARD SFECIFKATON SSA 2 USE MIRED PAVEBENT NARKING (RPM): TYPE 1 ryN& TYPE 2IWIR)OR (YR WHEN NEEDED. &INSTALL A MININUM OF S SETS OF CHEVRONS IN THE SON AREA. A BPSPACNO E STANDARD: HOWEVER,FW2. GORE AREAS SHD M TIMN 16S•USE A 25'SPACINO,AND FOR SORE.AREAB GREATER MN 4811'8PACSIG OF laV MAY BE USED. 1-5 TO SR 169 AND SR 515 INTERCHANGE 2(YM) OSMOSIS In i • S a 0 s DRAINAGE MARKING SCHEDULE LTIRT ALIGNMENT STATION LT IR_T DIREC110N OF TRAFFIC _ NB405 1228 +92 LT NB N8405 1229+30 RT NB NB405 1230+35 LT NS NB405 1231 +id LT NB N6405 1231 +42 RT NB NB405 1234+38 ftT NS N6405 1236 +20 RT NS _ N8405 1240 +88 RT NB NB405 1243+87 RT NS N8405 1246+91 RT NS NS405 1249 +55 RT NB N6405 1251 +80 RT NB A9405 1253+55 Fr _ NB N84C5 12u3+58 RT NB N0405 1253 +73 LT NB N8405 1264+82 RT __ �NB 16958405 10+53 LT SS 169 -SB605 14 +10 LT SB i895B405 14 +59 RT SB 1 140 14 +92 RT SB SB405-N816] 11 +3] LT SB SB405NBi8] 12 +10. LT BB NOTES: 9. FOR DETAILS OF DRAINAGE MARNINGS, SEE WSDOT $TO PUN BF24:80:02 NfSENHA � -4Cs BARRIER DELINEATOR SCHEDULE ALIGNMENT STATION TO STATION LTIRT DIRECTIONOF TRAFFIC TOPORSIDE MOUNT SIDE OF SARRIERISEE NOTE 2) ME 1199 +0] W 1199+35 LT SB SIDE RT E405 1204 +80 TO 1215 +62 LT SB SIDE LT E405 1208 +50 TO 1206 +87 RT NB SIDE RT. E405 1214+82 TO 1216+25 RT _ NB SIDE RT N8405 1235+85 TO .1255 +62 LT NB SIDE RT BRS 131+54 TO 133 +2] RT NB SIDE LT 189$8405 14 *58 TO 15a43 RT SB SIDE RT i TBS 21 +26 IMI 22 +82 I LT SB SIDE RT NOTES: 1. PLACE BARRIER DELWEATORS EVERY W. SEE MOOT STD PUN 64 AIM0. 2. THE SIDE INSUNTED DELINEATORS ARE LOCATED ON THE SIDE OF BARRIER NOTED MMING ANEAD ON STATIONING. i STOP LINE CITY OF RENTON CROSSWALK DETAIL NTS NOTES: 1. SEE THE CONTRACT PUNS FOR LOCATIONS OF CROSSWALK. 2. O MEJpMILGINRMT �TreHE CRpSBWLE,CO CENTERLINE. RAW ENTERLINE SH LO BE 3: ERPH��MU ME ECRADY• P R C NTERI-NEOFF ME TRAVELED WA NANADER ° V J. BAYLWI ° V , , S S D MIaT - ® -0 DESIGN q•.z Rz i 1. � O O NOTES: 1. FOR I.EGEND.WNERN. NOmES,AM CONSTRUCTION NOTES, SEE DMVSNG N 1. L FOR CONDUIT AM VARRIO SCHEDULE, SEE DRAWING ft. -0 . I FOR LUMMIRE SCHMULE.SEE DRAWING 1D 13. & FOR PUUBOX SCREDUE.SEE DRA%ANG 1L 16. J. &AuaAN KZHAO 7624 1/ U* sale a no, AWOL Washington State Department of Transportation 1-405 1.5 • SR 169 STAGE 2 WIDENING AND SIR 516 INTERCHANGE E"28 IN gpala 0 MOO MOISEWAUL NW14 F—Mam .. .. ... .. . ... ... S 14TH ST NOTES: 1. FOR I.EGEND.WNERN. NOmES,AM CONSTRUCTION NOTES, SEE DMVSNG N 1. L FOR CONDUIT AM VARRIO SCHEDULE, SEE DRAWING ft. -0 . I FOR LUMMIRE SCHMULE.SEE DRAWING 1D 13. & FOR PUUBOX SCREDUE.SEE DRA%ANG 1L 16. J. &AuaAN KZHAO 7624 1/ U* sale a no, AWOL Washington State Department of Transportation 1-405 1.5 • SR 169 STAGE 2 WIDENING AND SIR 516 INTERCHANGE 0 E SIR Skl Z L PET14 m NRI \,& M BRI9 -S BERKSHIRE APARTMENTS 11 — O 3 FIRM � ',� 1111111111111111111,� — 1" "1 1 . . ... .... 4 ............ .. . 41 x PBM POW I 3 20 NOTIES: 1. FOR LEGEND, GENERAL NOTES, AND WNSMCIlON NOTES, IR SEE DRAWING 11.0,0411. 2. FOR CONDW AM EVENING SCHEDULES, SEE DRAWINGS ft. A , 3. FOR LUSAINAIRE SCHEDIA.E8,SEE DRAINAGE 1L 13 AM LD0I6. 0~ IN & MR PUILUSDX SCHEDULE ,SEE DRAWINGS 1L 0P16 AM 1L 17. 14 1, SCAILE IN UE DAM SSUE RMOM DWRIPPI DESIGNED BY ENISRED SY I CNEP D SE DESIGN ".H' MWMD &�o KAGRENTION ML MPO 4 WEIVIO REAMEW PER RPHIN. MIEUDGEIT AGINARGE KVIAD —m 1-6 TO SR 169 IL-0-02 3 — EB LEM I! L = FRER W! SoAAN 0231 RUN E` �m miam DESIGN w7A 2 RY EAEEP- RD STAGE 2 - WIDENING I - AMEAND MR CON611U)MION - No -IL MEORFORD N. EIAO 7 IN Washington State AND SR 515 INTERCHANGE 3$5 C VIONIN IFMLDOWN -M PACKAGE: Department of Transportation RELEASED MR CONWIlW�0111 -10 R MUDEM RL GEORGE -R, -M"QlW D. WORPORE, 7624 ILLUMINATION PLAN WASM I FINAL GREEN -IC R.IKEPOEU I, asmEm m� I 0 E . ..,....._ _....... SAM& CLUa o eE US BCAIE IN FEET NO. IISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESON) 4 EIOWEO wz9 o KLAREWROk P62H40 RAkFOER: ' NF SN 1.' l i 1. 1°405 IL'4 -03 FI MW N.& o K.WRENT80X [L LD.O ABADNAH +0 waeX ,,. 0 ® & I °5 TG SR 188 a EV610W PER NFINf% R. MDOOETT P. aCCROE MlNAO DEBRiN TASK LEAD: STAGE °WIDENING E EVRNIXb NFR RFItlM+ R. MODOETT R.GEORGE o1pRFORO X. ENAO Washington Bute 1 ELFAEED FOR COHETRUCMM3 -a8 -IL R.muwaTT 0.GEORGE 0. WRFOFD Cg11MNT Np AND SR $15 INTERCHANGE 0.6EONGE De rtment of TranB ortatlon II FINN. 0E0I -2E MmUnGE 0.YORFORD PACKAGEPa 7624 i� �re 0 ELFAGED FOR CgN{1RU:: -+C RMONISM &GEORGE 0.YORFORD are ILLUMINATION PLAN 4N OP e 0 90UYNdOUND !togs nu ML10 _ - _ ... _ 34 _ _ _ _ _ _- _ , _ b vm 40!#00.U4 NOTES: 1. FOR UMM, GENERAL NOTES, AND CONSTRUCTON NOTES, SEE DMWING ILD001. 2. FOR CONDUR AND WIRING SCHEWU ,SEE DMWINGS ILDA10 AND ILo-o-11. 0. FOR WNIMIRE SCHEDULES, SEE DMWWGS ILDi0i AND ILDA1k 4. FOR FULLED% SCHEDULES, SEE DMWINM ILD-0i AND ILDiii 1�H 0 w 20 swLe N rEEr DESIGN aeon xa Ntw+. °2c` +:i. (I ,. I: 1.405 "NooM J. SADMAw o wux 15 TO SR 158 IL•0.44 DESiow TASK LEAD: STAGE 2 • WIDENING R.auo cewlxeer �, Washington State AND SR 615 INTERCHANGE PACKAGE: 7624 :Department of Transportation. .3$7 ILLUMINATION PLAN i a T O 0 r ill 7, (NEIN) YIiAlN31Q�V P , TYPE PRIEM x ' A ss i r ccaas t\ is 4� _ NL18 PBMLEB �O6z10i t, r ." .y�,�._�. ---- -- ---•` ®e�"" ti 'Y'n` SPARE 3 9N 18 CONWR� ,.x. ryORTNEOUSLC ISM v s n x _ m �F NOTES: 1. FOR LEGEND, GENERAL NOTES, AM CONSTRUCTION NOTE$ SEE DRAWING 1L 1. x. FOR CONDUIT AND W IUNG SCHEDULE, SEE DRAWING ILDA 1O. i. FOR LUNINAIRE SCHEDULE,SEE DRAWNG 1L 11 4. FOR PULLBOI SCHEWLES,SEE DRAWING ILDb1& Icy o so 00 SCAL! M FEET 1-6 TO SR 169 STAGE 2 - WIDENING E a SR 615 INT ILLUMINATION PLAN IL -om Ti MS 0 E U � Ii65Y3 -A 1. FOR LEGEND,GENERAL NOTES, AND CONSTRUCTION NOTES, SEE DRAWING ILDA01. L FOR CONDUIT AND WIRING SCHEWLE, SEE DRAWING I 10. 0. FOR L000NAIRE SCHEDULE, SEE MINING ILD614. a. FOR PULLSOX SCHEWLES, SEE DRAWING ILPP10. oi. -..faa ae[5— ree � -- - =- v- -_ u9 MD5 tp T ....;:..�..�, gk1Gq OFF.N,y.MA 292 0 0 q 100 MALE M FFE1 ... gym• -.. .....m....�......., - ............. swioneo sn,ewu nv eneu•eP n o�..o Th _ Y�ANAGER: rya 1-406 ABAUMAX fa wux IL-0-08 ® e I.8- TO SR 188 1 WOY11 RENEUED X.PXM16 KLONEN9BN KLGD TASK LEA® STAGE Z WIDENING 1 08NYf0 NCVYIGID FER RFOW83 R.tlVWEBY R.OEOfl(iC 0.MORFOM N' O cotnPRFF N0. L: oH' OSNYI Washington State AND SR 816 INTERCHANGE 0 9'tl4YN RELFA ®ED FOR CONSTRUCTION .� -K 0.Y000CR K6EORGE 0.XOPFOM PACKAGE: CW Department of Transportation $ C 10=* FNAL DESIGN -30 KYUODEYT ROEORBE 0.NDXF9Re 7824 4n4., ILLUMINATION PLAN A awns mvsl IXARY DEVON X. YYDSETT 0.6EORGE O.RU FORD Pemuow y6� E: 0 DESIGN _ TASK LEAOo 41�M RWUEO X.3K4O KLdiEK W X .} O REL E0 FOR CIXd9YRI1C -3B -IL R. Xumm KOEOROE B. KOXFOBO PACKAGE: SINN. BEBIOX -IB R. X000E" R. OEO E O NORPoRB nxeumelem oEafew o msvam s nerwne n ...... ISO 1-5 TO SR AND SR 615 INTERCNAN= IL-0-07 3 P Rf,X.:1 . ., . .. ... , , RBMLSB � Si � �.�.•r+T"r".n. T " ,. r m .... ... 113 � �: � . _ 11S i EV_.. . if8 ®e 1 _, � �_ , s; , ,. t tZ75 f .a.. . .., rr, . aeEk'1. . ff5 " ... 113 117 1 _...r._ 14i ...._ s M8 4-096 To ARIAS OFERAMP 1 18 19; n N N 3 3 � • .., ti5. a a h ” J � •� : :ry ? ?' � � t ti f 4? i it f x S S : s s t . .....r....„.c,. UMTING I ; ERVICE ; CEDAR RIVER PARK r i kY � � z 0 W IN .. ., ti.. " "c... B BCALE'IX PEET TASK LEAOo 41�M RWUEO X.3K4O KLdiEK W X .} O REL E0 FOR CIXd9YRI1C -3B -IL R. Xumm KOEOROE B. KOXFOBO PACKAGE: SINN. BEBIOX -IB R. X000E" R. OEO E O NORPoRB nxeumelem oEafew o msvam s nerwne n ...... ISO 1-5 TO SR AND SR 615 INTERCNAN= IL-0-07 3 I s f i r V i 0 a! c k NOTES 1. FOR LEGEND, GENERAL NOTES, AND CONSTRUCTION NOTES, GEE DRAWING RP041. 2 FOR RIUMINATON DETAILS, SEE DRAWINGS ILD019 THROUGH 1L 21. I FOR CONDUIT AND MWO SCHEDULES, SEE DRAWINGS ILOAAN AND 1L 09. {. FOR WNNARE SCHEDULE, SEE DRAWNG ILD•M& E. FOR PULLBOX SCHEDULE,SEE DRAWING ILD4ll TALBOT ROAD UNDERPASS PLAN uvw . KLUWENTBp x.aXFO oMON = _ a IMMI RE I&DW9 VEw "I R AND "I #al 0.NYDOETT xLglElir80X x. zxAO TOW LEAD: a ... RE ... RR ml Mmo LFIN KL."m=N MEMO w.DWO COMOAOT pO, P 1 tl1mmo ArommNw RR Rfl m69 R. NUOOETP x0EOR6E O. NONFOx9 PACKAGE: � $ 0 M&W RELEIANO MR as -x 0.wumm KGARCG O. NORFORD %6Z4 GSA'® A 901aL0 FINAL DESON -a9 0.NYOOETT KOARCM 'O. a m w 1.406 IL -0-10 I.6 TO SR 166 STAGE 2 - WIDENING $�� state tlOn AND SR 616 INTERCHANGE ILLUMINATION 23 TALBOT ROAD UNDERPASS "°" .s T TALsoT BENSON ROAD UNDERPASS PLAN FOR UNDERDECK LIGHTING WSTALLATION, SEE RAMP BRIDGE DRAWINGS AND DETAILS. (405 0 "idorL! sign- #Builders. REt."-UhD FOR CONSTRUCTIOAt NOTES: 1. FOR LEGEND,GENERAL NOTES,AND CONSTRUCTN)N NOTES, SEE DRAWING 11D 01. 2 FOR CONDUIT AND WIRING SCHEDULES, SEE DRAWINGS ILD409 AND ILDC-i1. J. FOR LUMINAIRE SCHEDULEESEE DRAWINGS 1.0813 AND aD0.13 4. FOR PULLBOX SCHEDULES,SEE DRAWINGS 11 O 16 AND 11D 17. 1� 0 N O SCALE IN FEET co . I I I Ma...: RAUNAN ° ' _. . 1� � ' I 1-405 IL -0-19 m I 15 TO SR 169 oES1ON C %/ STAGE 2 -WIDENING TASK LEAD: D NORFORD ro Nq Washington State Department Transportation AND SR 515 INTERCHANGE e mnsv0 REVLSSwxs Pm me" xwocETY n.0a... D.WRFDRD PACNAM 1 i3 i° of 0 1t11flNB REIL M FOR OOKWAUCKON. M - IL 0.NUDDETP KDARCIA D.XORFLWD RFC -26 9L 7824 o, ILLUMINATION PLAN A 1naro1 DIAL..N -1S aNUOCETr KcARCV. D. MDaFORD a_„ BENSON ROAD UNDERPASS co I e a F. LEGEND: GENERAL NOTES: EXISTIND NEW A CONTRACTOR SHALL FIELD VERIFY FOR EXISTING UNDERGROUND PVC CONDUIT AND RECEIVE MOOT MAINTENANCE APPROVAL PRIOR TO REUSING EXISTING CONDUIT -" ■ TYPE I JUNCTION BOX ON PROJECT. -.. ■ TYPE 2 JUNCTION BOX S. HDPE CONDUIT USED FOR DIRECTIONAL BORINGS. HEAVY DUTY JUNCTION BOX C. INSTALL ONE VCONDUIT VATH CONDUCTORS BETAEEN EACH LIGHT STANDARD ■ (SEE SCHEDULE FOR TYPE) AM ITS JUNCTION BOX PER MDOT STD. PLAN J- 25.]0-00. O TYPE 8 JUNCTION BOX D. ELECTRICAL POWER UTILITY IS PUGET SOUND ENERGY (PSE). -. UTILITY REPRESENTATIVES: ,. IN NEMA/BAR■ER JUNCTION BOX SERNIEE2INSTT]AL�18 NS:MARISSA JOHNSON -_ CAMERA CABINET OVMERHEAD �SNTENFERENC�P�(NZOVIID WILCOX ... ® PULL BOX PHONE X2]0 " OAS WUCOOXGPSSECOM ELECTRICAL SERVICE CABINET E. SHEET 110002 AND ILD812 NOT USED. CONTROLLER CABINET F. DRAWNG 1100.20, ILDJF21 AND 11O 2 ALL APPLY TO SURFACE MOUNTED NEMA 4X .. GI TRANSFORMER CABINET JUNCTION BOXES FOR UNDERDECK LUMINAIRES ON EXISTING BRIDGE STRUCTURES ONLY. "._ .j;( SINGLE UGHT,METAL STANDARD 0-0 DOUBLE LIGHT, METAL STANDARD i#( TEMPORARY TIMBER LUMINAIRE _. $D UNDERDECK LIGHT DECORATIVE WALL LIGHTS DECORATIVE LIGHT STANDARD ABBREVIATIONS: O POWER POLE DSIRM = DATA STATIONIMMP METER — AERIAL TRIPLEX CM - CLOSED CIRCUIT TELEVISION - - - - - -- CONDUIT VMS - VARIABLE MESSAGE SIGN CONDUIT BORING -X VIDEO DETECTOR CAMERA `SEE ITS DRAWNG RS CONDUIT, PB, AND CV {il CONSTRUCTION NOTE WRE NOTE 1 1 CIRCUIT 0 CONSTRUCTION NOTES 1. REMOVE LUMINAIRE STANDARD AND FOUNDATION. REMOVE CONDUIT AND CONDUCTORS TO NEAREST JUNCTION BOX BACK FILL. RETURN CRY OF RENTON LUMINAIRES AND STANDARDS TO THE CITY OF RENTON EXCEPT AS OTHERWSE NOTED. 2. REMOVE JUNCTION BOX AND ASSOCIATED CONDUCTORB.ABANDON CONDUIT, BACKFILL, PRIOR TO REMOVAL VERIFY IF EXISTING CONDUIT CAN BE REUSED AS PART OF THIS PROJECT. CONTRACTOR SHALL CONFIRM REMOVAL WTH ENGINEER IF CONTENTS INCLUDE ELEMENTS BEYOND POWER AND LIGHTING CIRCUITS SCHEDULED FOR REMOVAL. EXISTING JB LOCATIONS ARE APPROXIMATE AND SOME ARE BASED OFF OLD POSE. 1 SEE ITS PLAN FOR CONTINUATION OF CIRCUIT AND TRANSFORMER DETAILS. 4, COORDINATE CONDUIT INSTALLATION WTH THE CONSTRUCTION OF RETAINING MILL 6. CONSTRUCT FOUNDATION AND INSTALL TYPE "E" SERVICE PER THE STANDARD PLAN Jki WTH THE EXCEPTION THAT THE TRANSFORMER SHALL BE RATED AT THE WA SHOWN ON THE BREAKER SCHEDULE. INSTALL A SECONDARY CIRCUIT BREAKER WTH AMPERAGES AS SHOWN ON THE BREAKER SCHEDULE. COORDINATE POWER CONNECTION WTH THE UTILITY COMPANY THROUGH THE ENGINEER, J. BAURAN L L) CONSTRUCTION NOTES CONTINUED 6. INSTALL HOUSE SIDE SHIELDS FOR ALL LUMINAIRES ON THIS LUMINAIRE STANDARD. 7. EXTEND NEW RACEWAY AND CONDUCTORS TO EXISTING JUNCTION BOX. SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS. S. SEE MOOT STANDARD PLAN J -16B FOR TRANSITION OF CONDUIT FROM BARRIER TO GROUND. B. REMOVE EXISTING 310W HPS LUMINAIRES ON EXISTING LIGHT STANDARD AND REPLACE WITH NEW KIXV HPS LUMINAIRES. 10. NEW LUMINAIRES ON NEW SIGNAL POLE;SEE SIGNAL PLANS FOR CONDUIT AND WRING. 11. REMOVE LUMINAIRE STANDARD AND BARRIER FOUNDATION, REMOVE CONDUIT IN LENGTH OF REMOVED MEDIAN BARRIER, INTERCEPT EXISTING CONDUIT . REPLACE VATH NEW CONDUIT TO JUNCTION BOX. PULL AND CONNECT NEW WIRING FROM EXISTING JUNCTION BOXES IN MEDIAN BARRIER TO JUNCTION BOX FOR TYPICAL PROPOSED LIGHT IN MEDIAN BAR ■ER SEE SHEET 11-1 1& 12. INTERCEPT EXISTING RACEWAY AND EXTEND TO NEW JUNCTION BOX. 13. EXTEND RACEWAY AND CONDUCTORS TO EXISTING POWER ON EXISTING POLE. 14, SEE DRAWNG PVD00B FOR ILLUMINATION FOUNDATION DETAILS INCLUDING TRAFFIC BARRIER MOUNTED JUNCTION BOX. 15. INSTALL 4 DEGREE CONDUIT BENDS INTO AND OUT OF BARRIER; CONDUIT BENDS TO TOTAL LESS THAN 270 DEGREES. 16, INTERCEPT EXISTING CONDUIT IN SHOULDER AND EXTEND TO NEW JUNCTION BOX MOUNTED IN BARRIER FOUNDATION. SEE SHEET ILD -D1B. 17, REMOVE EXISTING UNDERPASS LUMINAIRES. 15. INSTALL NEW UNDERPASS LUMINAIRE ON PIER. 13, REMOVE EXISTING PULLBOX AND INSTALL CONDUIT, M. EXISTING LUMINAIRE ON PSE UTILITY POLE; POE TO REMOVE LUMINAIRE. 21. INSTALL NEW UNDERPASS LUMINAIRE TO BRIDGE UNDER STRUCTURE. 22. REMOVE EXISTING SIGN L1GHT(S). REMOVE CONDUIT TO NEAREST IN-GRADE PULLBOX REMOVE WRING TO CIRCUIT NNECTION POINT OR TO BREAKER IN SERVICE CABINET. 23 REMOVE CIRCUIT TO EXISTING ITS EQUIPMENT. REMOVE CONDUIT TO NEAREST N IN -GRADE PULLBOX. REMOVE WRING TO CIRCUIT CONNECTION POINT OR BREAKER I SERVICE CABINET N. REUSE EXISTING 1 12" CONDUIT FOR POWER TO CC532 CABINET THAT IS TO BE REMOVED. 25. REMOVE EXISTING PULLBOX AND ABANDON CONDUIT BELOW GRADE. 23. EXISTING POLE AND MASTARM TO REMAIN, CONVERT THE EXISTING LUMINAIRE FROM 240V TO 480V IN A MANNER APPROVED BY THE ENGINEER. 27. REUSE EXISTING 2 N CONDUCTORS. 28. SPLIT CIRCUIT F AT PBEX2 MAINTAIN CIRCUIT F TO ITS LOADS NORTH OF PBFX2. CONNECT NEW CIRCUIT D FROM 3UA-2023 TO WRES OF FORMER CIRCUIT F GOING TO ITS LOADS REMOVED SOUTH OF PBEX2. 20. INTERCEPT CONDUIT AND WRING TO EXISTING STREET LIGHTS ON & PUGET DRIVE AT NORTHEAST CORNER OF TALBOT ROAD AND S PUGET DRIVE AND EXTEND TO NEW PULLBOX PBR54. 30. REMOVE EXISTING CRY OF RENTON SERVICE CABINET. 31. SPLICE NEW AND EXISTING CONDUCTORS ON THE SAME CIRCUITS IN JUNCTION SOX. M. ROUTE CONDUIT UNDER SIDEWALK 'AND AROUND THE NORTH END OF RETAINING WALL A. ]2H CONTRACTOOR WILL REMOVE NEVI LIGHT AS NEEDED FOUNDATION ASSOCIATED JUNCTION BOX CONDUIT AND WRING AT THE NEW LOCATION IN ACCORDANCE WTH THE PLANS. CITY OF RENTON DULL RE- INSTALL AND ENERGIZE LIGHT STANDARD 72H ON NEW FOUNDATION, CITY OF RENTON REQUIRES TWO WEEKS ADVANCE NOTICE BEFORE REMOVING AND BEFORE RE- INSTALLING LIGHT STANDARD 72H. M. INTERCEPT DUSTING CONDUIT IN SHOULDER AND INSTALL NEW TYPE 4 JUNCTION BOX IN SHOULDER. 35. REMOVE AL LIGHTING CIRCUITS FROM EXISTING JUNCTION BOX, MAINTAIN AND PROTECT SIGNAL INTERCONNECT CABLES INSIDE W. REPLACE EXISTING CITY OF RENTON LUMINAIRE ON SIGNAL POLE WTH LIKE LUMINAIRE WTH 240V BALLAST, 37. ROUTE SPARE CONDUIT TO ITS JUNCTION BOX JUST NORTH OF WMINARE SRO; SEE DRAWNG TS41-0S 38. SEE DRAW NO P 26 FOR ILLUMINATION FOUNDATION DETAILS INCLUDING TRAFFIC BARRIER MOUNTED JUNCTION BOX 30. INSTALL NEW JUNCTION BOX INTERCEPTING EXISTING CONDUITS TO EXISTING POLES A53H AND OSSH. SPLICE EXISTING WRES INTO NEW WRES IN THE JUNCTION BOX. 1-6 TO SIR 169 STAGE 2 - WIDENING AND SIR 615 INTERCHANGE ILLUMINATION LEGEND AND NOTES • 0 N SUA -5G3 2 S vAq TPE E Eri � i8SA0P392 (OHMS) Ewe d05M88381 (VAISICGTv) RFC -21341. 1435 Garr for D Qn- Builders l� SERNCE SUA 2023 5414 & 5415 REMOVE SIGN UG 23 ! �7lo6btp9ar (OSrRM) REMOVE E S33R ES D 832 I( ry ES 83iR; + -GG fi30 REMOVE 5410 S 5411 SERVICE WRING DIAGRAM uia= co MR CKT 0 CRT A 1x1101 "lot tiM1M "'tM TNB TRB TR4 TRx 94H SON Met ___ _.__._q__.____ ri105tOB 11104 x4102 ni�x0� r:� iiU goCRT B x11T ��116 '1113 NtNt M10B arm TRT TRS TW TR1 BRI T10 't"i118 r"114 �"112 wH0 IN CRT H REMOVE SL-10 S SWB 71 RpOpyE BL 1B "< Pift CRT C vi B .A: }� y{ in 94 N121 118 �;12s TNL1 MLtS TRIO �`.,,", Ml$ Tent ____ -_ _.P _.... _..: #Aft t I. *120 118E -122 114120 CRT I A� `A DIRT D M126 M1JT M1JB �`,n1�1 . SRI INNS SRS SR6 8R6 MU ._A. __ __ _____ ._f._ IN w1>0 1M i±14S CRT K r CRT E w w ii i i N RR 18+ ION NN vN.. 2� .._1..__.__. • SIGNAL CABINET, TALBOT NO 4406 CNM 40dafi) F E REMOVE CRT F CAT L CKT 0 TNB TRB TR4 TRx 94H SON Met ni�x0� r:� iiU TRT TRS TW TR1 BRI CRT H TRIO TR12 M14 Ml$ Tent t I. TR16 TR15 CRT I SRI INNS SRS SR6 8R6 CRT J 7 7 CRT K • SIGNAL CABINET, TALBOT NO 4406 CNM CAT L at SIGNAL CAMNET, TALBOT NO S. RENTON VILLAGE PL CKT At 406 d0aHd (DCTV) OKT P • 40hM02ia DxBNHN NOTE: CONDUIT AND NNW W TO CIRCUITS WITH E "M LUMINAIRES AND ITS EWIPMENT IS TO BE NEW CONDUIT AND WIRMG TO THE FIRST EUSTING PULLBOX M THE CIRCUIT, UNLESS NOTED OTHERWISE. NEW SERVICE (x4MaON) SUA -2022 y NO. ISSUE RECORD - DESCRIPTION DMIGNEU BY ENTERED BY CHECKED BY DEMON wENimr mare Ti �� xn `, ° o e RNSN£D x.3X/,O RLORExfBOx x. PH40 MPX fo wALx IS 7G $R 158 2 Mimi NxuOGen KLOUNr6ox x.zw.0 DESaN 2 H�M Witte R. WMGETT K. WRENTIOx D. MO.0RD TASK S3TAGE 2 - WIDENING 1 MMM FOR CONSTRUCTOR -2B -IL R. WOOETf RGFARGE D. MORFd4D MINAO vyy�pAm� � WBBNIDgtOG STSiB AND SR 5751NTERCHANGE FINAL UNION -L NMU09DTf RGEOROE D. xORFORD PACKAGE: �rvi'F DBPBIIMBRt of TTBRsportaBOR 0 RELEASED FOR C0.YGTRUCTION -1C RMUOGETT RGEOROE p.MWiFOR6 7524 IT SERVICE WIRING DIAGRAM A RML DEMON -IC 0.M000Ert KLORPMSON tl.MORF(Mp rXI I O 4 BREAKER SCHEDULE SUA -2022 NEW TYPE E SERVICE 2401480V TRANSFORMER SCHEDULE: EXISTING AT CC -629 LOCATION TRANSFORMER SCHEDULE: 405XF00389 POWER FR9R' SUA -1011 qEW 24(1/9004 CfRCUST: F CIRCUIT OEMP[PiiOX RSEAKMR XY CONTACTOR T[Xp VOLTAGE LOAD MA Bp EAKEW N VMBFW CIRCUYY YOLTA9E WP @AXER BREAKER KVA M1AT [XG TYPE LOAD MP LOA➢ L{WEVIT NAME -A LOA. AMP LOAD CIRCUIT MYE 100FM 4B0 940 10M PN]NANY R A ILLUM[MTIDN 20A 3M 930 2.38 A 90p 15A OPEC 1 2.20 1 4.58 1 MIN SREANER SDA LCM[II9ilOx 2CA S. 9B0 S." SECONDARY C ILLLNIXATION 20A SW 9CO 9.80 0 ILLI [ OX 2f.A SOA 99Q S.BQ R 240 13A I OPST 221 3.11 GECONNNY MIN E ILLIM [N9fIQX 2 "vA 3. d@p 9.03 1 120 28A SFST 2.2G ''.3.33 99vPC002]5 CCTY F 4QSxP Qp95 COTII MA NIA 900 2.28 2 12A J pJ SPACE N)A 120 1252 IOM EA SM 960 A TRAXRF..... RATE. LBAC SAO KYA H F X MfION OF 30A 980 B. TRAX 9 F.WXEW ACTUAL LOAD 2.20 N \R I ILLCM[WTI OX 2CA aW 480 3 _... - _ _' _ _ TRApSFORX EW ACIDALLOAO 2.5{ xYA q cNAnox 2.A 5lA 9CO x.69 TRANSFORMER SCHEDULE: SIGNAL CABINET AT I -405 ON -RAMP K SIGNAL CABINET 1SA N/A 960 t POWER FROM: SUA -2022 NEW 290 /4804 _ CIRCUIT: K L smML anwN@nccry acA 1.00 ].pq N aD5u Wp302 1LC1Y _ 1EA _NU N(A _9sv__ tltl0 R.20 NVBB£R .CODES CIRLVId BRFHIEW VO LTALE MTI NL pR FAIRP TYPE MVA LOAD AyP LOAD L[RW Ii HOME N BLNIK P °_OSxfO_M.BB IDS.. M' t5A .11 90D B.a9 I. MA RV 0 SVAXE 21A -0@p A 480 YEA - O197 9. SO ''.0.0. NA IN BBEANER p .PARE 2 "A 400 SECONDANY S IYTERWL %PNP ICA N/G 900 S.O. x 240 30A OMT 4.80 20.00 GECONDANY MAIN PXOTCG E LL 18A N/A - 1 1g0 SUA SPIT 9.80 4tl.00 SIGNAL CABINET 2M NIA '20 20 8iP -P X 2 120 9. Dp BV66{pRK 6XALL BE MTEO AT SS. ABP R{NI.VY CONp FtTFp @2.2] TRANSMNER RATED LOAD PC KYA DEWNO 1. MiWXN >].W TRANSFORMER ACTUAL LOSE 4.90 KVA QTGANSFORM: 3 QO G NO 4 t. 3 W 2 OH Q J N SCHEDULE: 395XF60697 POWER FROM: SUA -4022 NEW 240/1.04 CIRCUIT: L ZGN. XLYW ER CISCO T R..AKEW BWMXER VOLTAGE ...... TYPE I[YA LOAI ARP LpAO LIRLVEi MME PIT. A 900 3M 1 DPST 700 1 W.58 WIN 9REAN5 SECONDARY 0 290 9M DPST 7.00 29J7 3E1ON197NY MAIN 1 120 SM OPSi 9.80 {0.00 SIOML CABI NEi 2 f20 25h SPIT 2.20 18.33 SY SVCOOG9] CCTV TMRSFORMER RATE. LOOP ].00 KVA TRANSFORMER ACTUAL LUMP 7.00 KVA TRANSFORMER SCHEDULE: 405XF00302 POWER IBM: SUA -2022 NEW 2R0 /4BOV CIRCUIT: N RRMKER NWRER CI RCV[T Y.LTASE RW FAKER RWMKE. MTI.. TYPE KVA LOAD AyP LOAP G{RGSIT NAM! PRIMARY A 496 1 MA I DPST 22 4S. MAIN RREAKER IFCCICARY R 290 I 15A I DPST 2.20 0.1] SECONDARY MAIN 1 120 2EA SPIT 2.2U 18.33 905YCU0992 ICCTVj 2p 1 0.00 SPACE TMXSFpMER WATEp LqM 3.00 KVA TMNSFOMER ACTUAL LAID 2.20 TRANSFORMER SCHEDULE: 405XFOO288 POWER FROM: SUA -2022 NEW 240/4904 CIRWST: P BR [AA2R tlIq ER LMCUIT .WEAKER a M.KER VOLTAGE GA I.. ttPE KYA LOM ARP LOAD SIR CVR XABE PpIMRY A 7. 7 1 DPST 3.54 G.96 W1. BEER SEOONMNV 8 2{C T 27 7 DPST 3.39 15.92 OECUNOPRY WIN 120 &3A 'PST 3.34 27.93 4OSE300291(OS)RLN 2 120 P.00 1 SPACE TRANSFORMED RATED LOAD 3.Op KYA TRANSFORMER ACTUAL LOAD 5.39 KVA RFC „- 21341. 1 7624 BREAKER SCHEDULE BOA -2023 TYPE E SERVICE (EXISTING) 240/480V Bc RCU {T TRANSFORMER SCHEDULE: 405XF00389 POLE POWER.. FROM:.. SUA -2023 24014WOV CIRCUIT: 0 CLRCUIT DESCRIPTION BREAKER MTI M6 CONTACTOR MiL X6 VB LTA6E LAND I(YA OPEAKER pOMEER 4T .... VO LTF6E BREAKER BREAKER PAIIN6 TYOE -A LOA. AMP LOAD CIRCUIT MYE A n 4B0 N9IN 10M IL11MINATION R 20A I 9M PRIMARY V A ILLUMINATION 20A SDA 480 9.95 ].80 A 9k0 15A DPST 3. Sd E.90 MIN RPLAKEF N R ILLUMINATION 20A 30A 480 9.59 906x400989 (V.1..TV) SECONDARV ON C ILLUMINATION 20A 30A SPARE 0.90 20A B 2d0 20A DPST °..34 3.9; SECONDARY 1lAiN ' 0 903x104359 OBRM 15A X/A AN. 480 �S. S{ 2 120 35A SPSi 3.39 2] k3 dO5E 30036] fO3NM) J 1 BLANK N)A 120 6F1 2 120 20A X1A O. CC SPACE H F PC 20A N/A 480 0.59 W6AMRK 9XALL BE RATER AT Yv0 PUMP MIY[MVY TRAMSFORMER ACTUA LMO N.D. RYA 0 BLANK 480 _... - _ _' _ _ TRApSFORX EW ACIDALLOAO 2.5{ xYA N INTERVAL %FNP INTER 16A N/A 480 O.UO PHOTOCELL N/A 12 120 t .IT SON 204 A 120 9TRIP HEATER 64 1A N/ W 120 BUCCY4RK AT 500 6MLL ME WATEO AR ME N{MUX COX XECTEP 59.03 pM.Wp 1.2Ex C0NN $8, 01 BREAKER SCHEDULE BOA -5437 NEW TYPE E SERVICE 277/490V Bc RCU {T OEfiERI PTIOX POLE BRR A' EAKE B CONTACTOR .I.. IXS ,.LTA R MM {KVA) MIN 3 200A 400 A ILLUMINATION 2 20A 1 3M 4B0 6.28 B IL11MINATION R 20A I 9M d.0 1 5.]8 E {Wi000399 (YUS) 2M N(A 900 ].80 U 405x400342 CCN 105 R RM N(A 900 9.90 E 906x400989 (V.1..TV) R 20A N1A 900 10.00 P SPARE 2 20A 480 0 SPARE 2 ROA 980 X INTERNAL %FM8 2 15A N1A 480 3.00 PHOTOCELL 1 15A N)A 120 6F1 1 20A X1A 120 8[gIP NEATER 1SA N1A 120 W6AMRK 9XALL BE RATER AT Yv0 PUMP MIY[MVY CBXXFCTEP 38.92 REWpO K. {U '^�i Lata Rd4 �i c 'CDR t3 UkSCIE?F$ d RELEASED Fx, H c`oNils� fi�L : roe AOL 1306 IS TO SR 169 ILDA -09 7 A STAGE 2 -WIDENING Washington State AND SR 515 INTERCHANGE tment of Transportation TRANSFORMER AND BREAKER SCHEDULE 62 n 0 0 a I P. Ev., -28 -IL 1 7624 $-405 c-rrid r) - gn Builders RMLtASFD FOR CONSTRUCTION Ask 1-406 ILD -0-17 15 TO SR 169 In9ton Spate STAGE 2 -WIDENING Of TranaperFatbn AND SR 616 INTERCHANGE LUMINAIRE SCHEDULE ?� Q MW 1405 �ANDSR 159 ILD -0.74 * DENING W: Da� Wa®Mig4oampoa ®� ERCHANGE /p PRCC - RFC - 2B-IL 7624 ` LUMINAIRS SCHEDULE —4'Z3 c0 MR I N 2 LUMINAIRE SCHEDULE - BENSON ROAD - CITY LUMINAI RE SCHEDULE -TALBOT ROAD -CITY OF RENTON COR -TRS LOCATION LLMMN�STAxpAgp....:.: CALL DRAWewG -: LUMINNNEWECPoPnpx LUMINAIRHa siNt®AIRI BASE CALL ARM IESGSTRIBUTONTYPE mRA.WIPoG LOCATOR LUMINMRE STANDARD ILD•0•96 WMINAIRE DEMA Pn0x IE ' LWINAIREB STAIDARO BABE WMMENTS ®� CIRCUIT N0. STATION O6FSET LT RT MOUNTING PO6E ABM IES O$TWBVTION THE LAgP OUAxTTI VOLTAGE STYLE FNNEN COLWI TYF! FOUNDATION NIA WA SEE RAMP BRIDGE 0RAWN4GS 4 9IRN10 HflGN4 LflWnl LCIGTX WATigBE GARGLE K2HAO,,,,W, pnNti—, Washington State DGpaItnGM 0f TransportaS0n ow AND SR 595 INTERCHANGE p7 D IL6 N i io t i P II. F !D 1 240 GE ME N t N Y BR$1' 57 1 M19 U ILLLS WA 40 ION 1 12 NFE III. MEDUM GUT4JFF 400 i 240 OEC0R4WE NOTE / NOTE / NOTE 1 NOfE 1 ILaI NOTE 1 4o NDTEt f2 _ _ _ _ T'PE Ill. MEDIUM CUT{ F 4M 1 NO DECCPATNE NOTE/ ROTS, NOTEt _TGO_ Y2X __D R ILOq® TBS 10.BSBf 3B FT % NOIE 9 NOTE 9 NOtE 3 NOTE 3 .RITE 3 NOTE 3 NOTE 3 A4ME 9 NOTE J NOTE 9 NGTF 2 NOiE 3: NOTE 4 TR21 U .ILL NOR t 40 NOTE / 12 TYPE III. MECUM CR-0FF 400 1 240 DECOMTNE NOTE / NOTE / NOTE t NOTE i NOTES: % 30 30 JFT TVPELMEDIUM, WT -0FG 26I /, SEE SIGNAL PLANS, SA0 DEC(WAME PDWOERCOARB &AR( FMEB NOTE NpTE2N0TE4 BIE I FOVaMTONTO MEETS REOUREMENIS OF THE CRY OF FENTON; SEE GiY OF RENTO1 STANDARD DRAAANG JW2 L-0U3 BRS 125.18 25 FT % 1 E=CITY OF RENTON STREERGNF SEE CONSTRUCTON NOTE 3R, SHEET LDLLf, 30_ 3FT TYPE I. MEDIUM. CUTOFF 250 1 2n0 A SEE CRY CF malma4 STANDARD PLAN #W7. WE AND AGA FOR WPGAL LGNRNG UNDER GRgFB SYSTEM. CONCRETE PAD DETAILS AND LIGHT BASE AND.%MCRON BOX LOCATORS EE FOWC£RCOATED BLOC( FRED NOTE LUMINAIRE SCHEDULE - BENSON ROAD - CITY OF RENTON (COR-BEN, SERVICE AT BENSON RD) LOCATION LLMMN�STAxpAgp....:.: CALL DRAWewG -: LUMINNNEWECPoPnpx LUMINAIRHa siNt®AIRI BASE CIRCUIT W. STATION OFFSET LT ST MOUNTING FOG£ ARM IESGSTRIBUTONTYPE QUANTITY VOLTAGE STYLE FINN COLOR TYPE FOUNDATION CGRAR TS OUGHT 6ERMBTN WATTAGE LUIOTH WATTAGE LE Ot PoLE ILD•0•96 IE ' BID C ILL-0J BRS'J 21 FT iNENB % MIA WA N'A WES R, MEDIUM, CUTOFF 4w 1 2W CASCADE GREEN NIA WA SEE RAMP BRIDGE 0RAWN4GS 4 9IRN10 REYISXINR PEM RFIM x.EHAO X. LOREINSON RLMUGGETT K2HAO,,,,W, pnNti—, Washington State DGpaItnGM 0f TransportaS0n ow AND SR 595 INTERCHANGE p7 s oMSNG (NOTES) A. GANNETT KWRIGHTSON N..AD 2424NO am C ILIl BR$1' 57 21 FT % PACKAGE: WA WA WA TYPE B, MEDIUM, CUTOFF 4W 1 240 UMERDECK CASCADE GREEN NA WA SEE RAMP BRIDGE DEMANDS ai;, Rom 3) BM C LOL3 BPS 12 2B 25FT % w b 3FT TYPE N, MEDIUM. CUFF 230 1.... NO DECORATIVE FOWDERCWTEO SLACK FIXED N0R4 N0MZN0TF4 GRS B M1LU3 BRS 126+85 23 FT % 30 30 JFT TVPELMEDIUM, WT -0FG 26I 1 SA0 DEC(WAME PDWOERCOARB &AR( FMEB NOTE NpTE2N0TE4 BIE C L-0U3 BRS 125.18 25 FT % 37 30_ 3FT TYPE I. MEDIUM. CUTOFF 250 1 2n0 pEC6RATNE FOWC£RCOATED BLOC( FRED NOTE NPTEL NOTE 4 BRd B LB03 BR4 t23�d0 25 FT # 34 JO 3FT TYPELMEDIUM CUT -0FF 349 9 240 OF.COIMTNF FOWD'ERCOATED SLAG( FLYEO AmlE4 PUTS 2NOTE. BAR C LLL3 amlz*10 25 FF % 33 30 3FT TYPE L MEDIUM. CUT43FF 259 1 240 DECORATIVE FUWDERCOATED BLACK FWD N0iE4 N07EZN0TE4 am B EA— B 121 04 ZIF'T # So 30 3FT ttPERMEGIUM. T FF 250 1 240 DE TVE FO`NGERGOAT£B&ACK FWD TE4 N P:N 4 BMO L LL02 SRS ll@x 20FT # M N 3FT VK L MEDIUM. CUTOFF 2% 1 No DECORATIVE POWDERCOATED &ACA( FAEo N0R4 N E;N0TE4 SRt4 B t— BRS t10�J0 2T FT % M 37 3FT TYPE LMEDIUM.CUT-0FF 299 1 240 OEC}t41TVE POWDERGOATED BLACK FIXED NCGE4 40112; MOM4 BEE BENSON 8RIOGE WSWTDEDOMTNE STiR£ET.GHTMWNTEDTO BRi2 C L=W2 BR411I�p4 NFd % WA 20 3Pd ttPE 111. 310M,FUM. CUT 0FF 240 i 240 DECORATIVE CP9WPE GREEN FDEP pPAM BRIDGE BARRIER SEEBENSONBRIDGE W5 WT DECORATIVE 39R£ETLIGHT MOUNTED TO GR13 B L-0 am/15.83 ISFT % WA 25 2FT WEE 111, SHORT, FRAM q 4FF 250 1 NO DECORATIVE CASCADE GREEN FIXED ORAVANGS BRIDGE BARRIER BM4 C 1.O02 BRS llNn AFT % WA R 2 F ttPE III. SHORT. FULL CUTOFF 2S0 t 240 DECORATIVE CASCADE GREEN FIXED SEE BENSON BRIDGE WSUOI DECORAWE STREETLIGHT MWNIEP TO ORAWBMr$ BRIDGE BARRIER ... SEE BENSON SWOGE WEDGE DECORATIVE STRFF TO BR+S B &LO2 BRS Y+JNB T$FT % WA 25 2FT WEE III, SNORT, PULL CUT-0FF 280 1 A0 DEOMMUve CASCADE GREEN FIXED .EII.IGNTMfIIlMEO DRAWP4B BMB L 4D92 BRS t1A2] 26 FT % WA 25 2FT ttFE III. GNJRi.flA1. CUT-0FF 250 1 2W DEC0tAl1VL CASCAgE GR4.[N FL1YD SEE BENSONBRIOBE ABOUT&IRRIER W$WT BARRIER £SIAEEn0NTM0UN1Ep TO 0NOTE4 BM2 B SLL2 BRSt10�88 ZS FT M 30 30 3FT TYPE LMEDIUM CUi -0FF 2W 1 240 DECORATIVE POWDEIiCOATED BLACK SLIP 4 NOTE2;BARRIEfl 407 2; N0TE4 BRA C IL-0LS BRS 1O0r00 JO FP % 30 30 3FT TYP N. IUM.. -0 240 240 DECORATIVE POWDERCWTED BLACK FWD NUTE3 N0R 2: N0TE4 BMB B L0-08 80.4 101.10 AFP # 3P w 39 3FT TYPE N, MEDIUM CUY -0FF 2S0 1 f 240 PEGORATNE P0WPERCWTED 86AGR FP/ED NOTE♦ N0lE2 NOTE 4 VOTES: T MOON A. SEE WSO0TSTANOAR0 PLAN .{28.9O00. RE VE STRM LUMEC (TIGO230 HPSSGIAONOD LUMEG T(UN-1A), AND LUMEC POLE NIR BSVSBSKM), 2 CRY OF RENNIN RCC JNN LULffi1A9RE, CATALOG Io. TUNi053MWUSED IN AGIJ2 LLUFNNAION CALCILATIDN3. 3. SERIES IRE, CATALOG I RUMN ELEENTON SEES SNNDPAIDRO$EWES 4. SEE COY OF PENTON 9TANDAlm PLAN BAO >.IWBAND.BH FdN TYPICAL LIGXTING UNDER GPoUND SYSRN, CONCRETE FADDETAILS ANO NGHTBASE ANO RNCION B0%L0fAlI0N3. 0 RE x.2NA0 N.LONEMTRON X. EIWO �V+< wuw 15 TO SR 769 STAGE 2 • WIDENING ILD•0•96 11=0 11ns1G MO RW weF x.21UD KLGRENTGBx N.zluD 8 iNENB REViSOXE PER RFIWW M. ED KL0RENT89N 4NT0NE GEBIGN TABK LEAD 4 9IRN10 REYISXINR PEM RFIM x.EHAO X. LOREINSON RLMUGGETT K2HAO,,,,W, pnNti—, Washington State DGpaItnGM 0f TransportaS0n ow AND SR 595 INTERCHANGE p7 s oMSNG ammaniS FOR "I Am, A. GANNETT KWRIGHTSON N..AD 2424NO S OWNING RZYMMUS PER a t=3 AND RFIB+M G.MORFORD R-GEORGE N. MUDGETT PACKAGE: LUNINAIRE SCHEDULE 0mule NEVEONS PER RFIm D.MoNFORG RMUOGER ai;, Az I i MR i .s MY Z SOUTHBOUND 1-405 NORTHBOUND 1.405 TYPICAL PROPOSED LIGHT IN MEDIAN BARRIER DETAIL - *aQrJ' i.�4Pi15itX.D &it�}2- BUI #d°.Yffi RELEASED FOR DONSTRRUCTIOA� REMOVE EXISTING PULLBOX AND REPLACE WITH NEW CONDUIT TO MATCH EXISTING CONDUIT WHERE EXISTING PULL BOX IS NOT RATED FOR TRAFFIC OR IS IN THE TRAVELED WAY. 0 10 2m SCALE IN FEET A As PER LOMINAIRE SCHEDULE LUMEC LUNINAIRE 0 HPS -SG3 MD,U)e :ao-aam i wLUMEC i BRACKET] y UNAA J TIR POLE rc ATR SSV- G &BKT% Z 8 —CURB r8. ROADWAY --- SIDEWALK i w STREET LIGHT CONDUIT TRENCH SEE LUMINAIRE SCHEDULE 1 -4S YLD -0.7A 1-5 TO 5R 169 State STAGE 2 -WIDENING lsportation AND SR 515 INTERCHANGE 4jp ILLUMINATION DETAILS & MANAGER: RD' o _ v. azuunx DESIGN TASK LEAD: D.MORFORD 0;w 1 0111 Y90 REYISWX9 PER RFI361 RM4 ET 0.GEORGE D. MORFORD PACKAGE: 0 11HN00 RELEASED FOR CMISTK=M -30 -IL R. MUDGETT KGARCIA D.MORFDRD RFC 2B IL 7624 A 9NZBM0 FINAL DESIGN -W R. MUDGETT KGARCIA D. MORFORD _ - - *aQrJ' i.�4Pi15itX.D &it�}2- BUI #d°.Yffi RELEASED FOR DONSTRRUCTIOA� REMOVE EXISTING PULLBOX AND REPLACE WITH NEW CONDUIT TO MATCH EXISTING CONDUIT WHERE EXISTING PULL BOX IS NOT RATED FOR TRAFFIC OR IS IN THE TRAVELED WAY. 0 10 2m SCALE IN FEET A As PER LOMINAIRE SCHEDULE LUMEC LUNINAIRE 0 HPS -SG3 MD,U)e :ao-aam i wLUMEC i BRACKET] y UNAA J TIR POLE rc ATR SSV- G &BKT% Z 8 —CURB r8. ROADWAY --- SIDEWALK i w STREET LIGHT CONDUIT TRENCH SEE LUMINAIRE SCHEDULE 1 -4S YLD -0.7A 1-5 TO 5R 169 State STAGE 2 -WIDENING lsportation AND SR 515 INTERCHANGE 4jp ILLUMINATION DETAILS & 85 iP d ®T CHANNEL NUT ` HOT DIP GALVANDEU STEEL W1111 SPRING RYP.1 (� OR S.S. SPACERS.INBTALL F AND SOE AS REOWRED CLAMP SHALL FULLY SPAN THE THE ENT WIDTH OF THE CHANNEL HARDWgRE. SEE STRAP THICKNESS CHART HOT DP GALVANIZED STEEL OR M T +. 6. CONNECTOR BOLT WILOCK up SA.SPACER6. INSTALL ANO SIZE s:; WASHER 3 FLAT WASHER 1 c AS REQUIRED. M < a".1 ____ .______ _ ____________ �_-�\ 1 X11 T! NUI®ER OF CLAMPS SHALL BE DETERMIED )+yi, BY NULYER OF CONDUITS TO BE ATTACHED .WV OA.2 14' LENGTH BOLT TO 9TAINLE89 STEEL CHANNEL SUPPORT. WITH LOCK WASHER FLAT SEE PLANS FOR CONDUIT ROWING WASHER AND NUT RYP.1 -�T■■ A STAINLESS STEEL CHANNEL SUPPORT DETAIL (VERTICAL MOUNT) III NOTES 1. DRILLING THROUGH REINFORCING STEEL IS NOT ALLONEO. IF STEEL M HR WHILE DRILUNG, THE LOCATION SHALL BE MOVED AND THE ABANDONED HOLE FLUID WITH GROUT CONFORMING TO SECTION "2.3U0).THERE SHALL BE A MNBMUM r EDGE DISTANCE TO THE CENTERUNE OF ANCHOR HOLES IN CONCRETE NOUNT THE STAINLESS STEEL SUPPORT USING AN APPROVED RESIN BONDED ANCHOR SYSTEM PER SECTION "2,INSTALLED PER MANUFACTURERS RECOMMENDATION IN ORY CONDITIONS. BEEN BONDED ANCHORS SHALL BE STAINLESS STEEL AM SHALL BE OF 3M° DM. (EXPANSION ANCHORS AM NOT ALLOWED.) 2. SEE ILLUMINATION DETAU. IL0626, HORIZONTAL MOUNT. HORIZONTAL DETAIL (HORIZONTAL MOUNT) SNr• DM.2 w^ LENGTH BOLT FLAT WASHER (TYP) GLASS, FOR CONDUIT CLASP SHALL FULLY SPAN THE ENTIRE WIDTH OF THE CHANNEL HANDWARE, SEE STRAP THICKNESS CHART LOCK WASHER RIGID GALVANIZED STEEL CONDUIT NONINAL 9RA SQE COHORT OUTSIDE DIAMETER INSIDE in 0.880 0.633 w 1,00 0.836 9 1.316 I.m i i4 1.880 i.m 1 to 1.800 1.m 2 2.373 2.093 2 to 2.676 2.383 J 3.60 3.090 __. 3 1rz 4.000 3.670 4 4.90 4.00 8 .6.883 SETS 6 SEE 8.093 �°d€ia UGSSid r IQHF$uiFdeY9 gS_ 16 ��. RELEASED FOR CONSTRUCTION 5116• DIA.2 11C LENGTH B(XT WITH LOCK WASHER RAT WASHER AND NUT (TYP.) SCHEDULE 40 PVC NOMINAL TRADE 312E IK CONDUIT OUTSIDE DIALETINt INSIDE 112 0.940 0.622 314 1.060 0.824 1 1.316 1.068 i 14 1.060 1.360 1 112 1.900 1.610 2 2.376 3087 2 IN 2476 2,469 3 3.600 3649 3 112 4.00 3619 4 4 .600 &026 e 6.663 9.641 6 SMS 8.096 STRAP THICKNESS CHART PIPE S IN. STRAP THICKNESS GREETER In-3 aOR•1w 2 -6 aO Iw 6 1, OR. 116" SCHEDULE 80 PVC &ZE CONDUIT GREETER TPDE OUTSECE INSIDE In 0.64E 0.648 w LOSE 0.7a. 1 1.316 0.967 1 116 1.80 1.27E t to 1.900 1.600 2 2376 1.939 21n - 2875 233 3 3600 290E I &640 3826 a S. &M3 E &826 6.761 Xp. ISSUE p0.TE IdeYE XEGOep - pE9GWPI1pW pEdIGXE➢ NT FMRI.. BT I ..E... BY I DESIGN '°'"""^ aV15 °' ^" 0. WvFnplmEEy MANAGER: ,, �.' i ' �: i 1-406 Enpixer to WApN a ® i 1.5 TO SR 169 IlP0.T9 DESIGN TASK LEAD: '/' STAGE 2 - WIDENING 0.MORF0R0 �XIRA�p � 5 IIRRGIn (Gn State 9 AND SR 515 INTERCHANGE •°Y� t - PACKAGE -C Department o(Tnnfiponation ,� �, 12Hiwi FFaEg3EO MR e0x3murnow R.M... RGE _ 76 01 3, AT N &,23 0 -2E -a anOREORO RFC -28 IL .: A 9N9BW PMAL OESIfdI 3B RNIIpGER RGEORGE . 0.MORFORO I TALBOT BRIDGE co I IR 0 E yi y I TRAFFIC BARRIER I 9M" HEAVY OUTY TMS' DIA. B.S. STRAP (Tym 12118" DIA. 190.8° x 1" BANDING SLUT T 9N" n FOR STAINLESS STEEL BAND ROADWAY — ( A a p \/J I I I DEFLECTION FITING FAWIALCHM N COUSIN WAY L 3 H jT T N ' • / � � 4 BRIDGE COLUMN "'T DM. CONDOR OR SITES NOTE: SHOWN IN CONTRACT PLAN SET. I 10 SAGE STAINLESS STEEL_.._– "` CONDUIT BRACKETS TO II TYPE 301 BE USED SMALL BE AS SXOWN S THERE DETAILS OR AS APPROMED BY J A COLUMN MOUNT THE ENGINEER D 9 EACH WN' HEAVY DUTY D �' –I SLOTIEO CIWNNEL NWM STAINLESS STEEL STRAPS A WSPACINS BuX. — SLOTTED CHANNEL MOUNT –\ COLUMN MOUNT STAIM. BE STEEL STRAP MANAGER: I I lr : ! I I. r e.." �. I-4OS J. sAUMXx �a wAex �Y ILD -620 15 TO SR 739 x ILT DRAWNO x.I1fAO KLOKNROx x.TiAO GUNGN - s B ® STAGE Y WIDENING NIOXN PER RFIl9Y/ =R=.D� X.HMO ! ED KIOREXI80N N.LUO TASK LEAD: x.awo Washington State 1pb PER RF011]4 YL N. LgRENf1pN N. YHAG 60XIRA6 i NO. AND SR 516 INTERCHANGE 1 IMIE PER RFIM91 R. MUDOETT ROFAROE D. MORPCRD Department of Transportation PACKAGE: 7524 ei I ILLUMINATI DETAILS D .D FOR CIXtlTRUC %ION �rB �& RnDDOefT KOEOROE D.MORPORD ure TALBOT BRIDGE A L DESIGN -3N RMUDGETT R.GEONOE D.MONFou, rcarwr wz I GIRDER (TYP) BRIDGE PIER C COLUMN (TYP) 1.406 Corridor Design - Builders RELEASED FOR CONSTRUCTION GENERAL NOTES: 1. INSTALL A TTPE 1 JUNCTION BOX AT THE EDGE OF PAVEMENT AS SHOWN ON PLANS. 2. INSTALL WATERTIGHT,CAST IRON CONDUIT FOTINGS,AS REQUIRED. CONCRETE BARRIER - UNDERDECK RUN CONDUIT ABOVE WSUNAIRE ROADWAY 4�a, PIER CAP BETWEEN 662:5 0 FINISHED GRADE KY C t LUMIUIRE — GIRDERS TO LIGHTS SEE A010 MISTING 2UNDERQECK CONDUIT T3) — - UNDERDECK STAGE 2 - WIDENING WSUNAIRE nb state n AND SR 515 INTERCHANGE 4�a, A 662:5 0 R Y g SIDEWALK -. SIDEWALK ROADWAY I OEM 2" CONDUIT I TYPE 1 TASK LEAD: V. MUORO JUNCTION BOX TOE ALIGNMENT IN GRADE TYPE 1 JUNCTION BOX TALBOT ROAD LOOKING NORTH IN GRADE UMU.E�� D. moRFOSD QVIM0 piH&10 RLWSIORS PER DETAIL C E E p.NORFORO UNDERDECK STRUCTURE WONTED LUMNAIRE T5Z4 AT TALBOT ROAD UNDERPASS ONLY OONST RE6FASE0 FOR CONSTIfVGTION -3E -R — ILD -0.21 STAGE 2 - WIDENING nb state n AND SR 515 INTERCHANGE 4�a, MANAGER: 662:5 TALBOT BRIDGE OEM TASK LEAD: V. MUORO REVRONS PER RFIp UMU.E�� D. moRFOSD QVIM0 piH&10 RLWSIORS PER E E p.NORFORO PAC)(AGE RFC 28 ^IL T5Z4 1LfiMB OONST RE6FASE0 FOR CONSTIfVGTION -3E -R E O. MORFORD A 9g3Sa0 FINAL DESIGN -l8 E O. MpRFORO SECTION B -B MA2 ROADWAY r ! FINISHED GRADE EXISTING GROUND NOT TO SCALE 1.405 1.5 TO SR 169 ILD -0.21 STAGE 2 - WIDENING nb state n AND SR 515 INTERCHANGE 4�a, ILLUMINATION DETAILS 662:5 TALBOT BRIDGE rXI D 1" (TYP) MELD DRILL 1w° DIAMETER HOLE FOR DRAIN. (ONE SIDE ONLY) 2" MOUNTING \ TAB (TYP) 1 SIB" 1 STAINLESS STEEL CH CHANNEL L ON ' STRUCTURE (TYP) -�j- STAINLESS STEEL CHANNEL 2 PLACF UNPER N NC X I S.S. GROUND STUN GROUND W1111 33 NUT MOUNTED NOT LESS THAN 2" ' FROM END OF BOX �� -_ L TAPE 4 SPARE MW20 SA. SLOTTED PAN _ HEAD SCREWS TO INSIDE BACK OF SOX PLAN VIEW 0N" DIA x 1 1M BOLT (WP). SEE DETAIL A.- RESIN BONDED ANCHOR BOLT LENGTH 4 11C EMBEDMENT INS PIANO HINGE WITH S.S. ROD 1" pmP) i mPl CONDUIT IY 1.. SEE DETAIL A (TVPL '' -RESIN BONDED ANCHOR(TYP) 'r -- MOUNTING FLANGE Y'X M^ f NIN.(TYP) t_ 2" (TYP) I(TYP) — STAINLESS STEEL CHANNEL 2 PLACES PROFILE VIEW DETAIL A NEMA 4X SURFACE MOUNT JUNCTION BOX OWED S.B. SLOTTED PAN HEAD SCREW (TYP.) WITH DA AT REM WELL NUT WITH DAM AT REAR TO PREVENT CONCRETE INFLTRATION.TACK WELD NUT 2 PLACES. (TYP-) 1 ^ I SECTION A -A TYPE SW STAINLESS STEEL,WELOEO SEAM CONSTRUCTION 412 GA BACKBOX WIN FINISH 612 GA COVER WI N FINISH 612 GA MOUNTING. TABS Eno— DESIGN TASK LEAD: 0.MOAOF0R0 PACKAGE: RFC -2B -IL PIANO HINGE 12 GA SI1S' DU..2 114" LENOTTI SOLT FAT WASHER (TYP) LT 1 "NON. TEL 1 ^NOM. LIGHTNIG`fSYSTEM TELEPHONE SYSTEM. I- HOUR. /� 1S "SNIOBIL TS�NOM COM�I� NICE, TRAFFIC SIGNAL SYSTEM COMMUNICATION 111SYSTEM. -1" NOM. % - 1 ITSi- NOM. INTELLIGENT TRANSPORTATION SYSTEM FP. NDwe x1W 1N' LABIA NINA. TED CELL NEOPRENE SIT 1 1w" x 114'• MOUNTING FLANGE SECTION B -B 2N" OW.1 1w" LENGIII BOLT GENERAL NOTES: FIAT WASHER (TYP) 1. DRILLING THROUGH REINFORCING STEEL M NOT ALLOWED. IF STEEL IS HIT WHILE DRILIJNG, THE LOCATION SHALL BE MOVED AND THE ABANDONED HOLE LOCK WASHER (TYP) FILLED WITH GROUT CONFORMING TO SECTION B-010(2S).111HERE SHALL BE A MNNMRB S" EDGE DISTANCE TO THE CENTERLINE OF ANCHOR HOLES IN CONCRETE. MOUNT THE STAINLESS STEEL SUPPORT USING AN APPROVED RESIN BONDED ANCHOR SYSTEM, INSTALLED PER MANUFACTURERS RECOFMLENOATION M MY CONDITION& RESIN BONDED ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE OF'le" DUL (EXPANSION ANCHORS ARE NOT ALLOWED.) 2 JUNCTION BOX LIBELING SHORN FOR STRUCTURES ONLY. LABEL ALL OTHER JUNCTION BOXES PER STANDARD PLAN J -11P AM SPECIAL PROVISIONS. S SEE STARLESS STEEL CHANNEL DETAIL SHEETS FOR ATTACHMENT METHOD. SEE CONTRACT FLANS FOR JUNCTION BOX SM. 1 -405 ILD -0 -22 1.6 TO SR 169 STAGE 2 -. WIDENING $mte state Son AND SR 515 INTERCHANGE a 4. ILLUMINATION �aa TALBOT BRIDGE co I i • N �fl�►� 4 i E " D LD£R /SHALL FlELD VERIFY iME £X�'vY1NG GRADE E!EVpP10H. EXISTING �"- A A E cJSYION. AND iOLhYIOF Of FX(STING MOMENT 5LAB. 2. PLO SHALL 5£ IN'5TALLE V XED DASE PER RD AND FOUNDATION STANDARD PLAM1' 3 E UP if TIP P NO FORILIICHHT 04 I.O .-AVON5. 4. FOR EXCAVATION, CONCRETE PLACEMENT, AND SACKFILL OPTION5, NOTF &- SEE METH00 1 AND METHOD 2 ON STANDARO PLAN J-29.30 -GI SHEET 2 OF 2. -- �E %ST. MOMSNY 5LAB, .40:G I 5. TH£ ANCHOR WITH SHALL 6E MGH AND HGTH NED MAENS. OALVA FROM \ P.SYN A444, WITH HEAVY HEX NUTS AND .4AROE.4ED WASHERS. GALVANIZE PHE i ANCHOR VOLT5 ACCORDING TO AASHTO M232. 6. 1 "9 CONDUIT - CAP EACH END, PROVIDE ADDITIONAL CONDUIT FOR COMMUNICATION BR 516NAL LANCE WHERE SHOWN LN THE CON`RACT. 1 /na` EXST. ROADWAY £L. 5561 NOME 1 0 t LUMINAINE 0 / Y PNU FOUNDATION 2 � W NODE off .J 'F r ICKOF MOE WALL 10 "AENVAO NDARD SEE DWG. I19-0-14' I 4' -C' MAX NOTE 6 XST. M I I � 51hH, NOTE I� N (( EXTEND THE CPM1O O" MIN SEYGND i �t FOUNDATION OX r.. L0NTROV_EG I EX_ST._ROA_D_WA_Y_£_L._4_9._45., NOTE 1 DENSITY 9ACFFILL 9 i i EI. 4y.48 M1'Or£ I I 1 IE >i n L_, �„�,.,- ,R�- ,�.,,.- _.__.__.__._I s4 ncor (rrv) N~� -EXST, .MOE WALL SEE DETAIL - ILLUMINATION FOUNDATION 9 ML 24 28 IL 7624 1/ aR ( P.)- EIGHT 8i OARS. EVENLY SPACED CENTER THE CONDUIT IN THE FOUNDATION 14 HOOP (YVp) TOP VIEW �6900.NOING CGNOUCTO.0 (YYP.) - .VON-LVSOLAT EP 44 AWG STRANDED COPPER, PROVIDE S' MIN. 54ACR ROUTE CONDUCTOR TO WMINAIRE GROUN040 5TV- 6 -� p 3/4" CHAMFER \ £i LIIM6VAIRC PO4[ HALF MOVNTMG. ANCHOR BOLTS, AN0 ASSOLIAYEO II 11 - ANCHOR OOLT A55EMBLY BY LUMRAAiRE POLE MAN[MACTURER HEM LL If- .....�I �. II II E II II j T a I I W 1 ELEVATION VIEW Adak •A# Washington State tment of Transportation I AMP COMPOCTOR TO STEEL REINFORCING BAR WITH L16TEP CONNECTOR SUITABLE FOR OSE MHEOOEP IN LQNLRF.TE i ANCHOR 6OLT LAYOUT DETAIL 1 Id06 ILD-0-23 1 -5 TO SR 168 STAGE 2 - WIDENING AND SR 615 INTERCHANGE 4(`$ IL �R3 A ML 23 A no ND ML TI co " —I I I ELEVATION VIEW Adak •A# Washington State tment of Transportation I AMP COMPOCTOR TO STEEL REINFORCING BAR WITH L16TEP CONNECTOR SUITABLE FOR OSE MHEOOEP IN LQNLRF.TE i ANCHOR 6OLT LAYOUT DETAIL 1 Id06 ILD-0-23 1 -5 TO SR 168 STAGE 2 - WIDENING AND SR 615 INTERCHANGE 4(`$ IL �R3 A ML 23 A no ND ML TI co n i 0 a 0 0 LEGEND EXISTING NEW " >' ® TYPE 1 JUNCTION BOX f ®FYY TYPE 2 JUNCTION BOX L� TYPE 8 JUNCTION BOX Y ® ELECTRICAL SERVICE CABINET rLT,' ® TRANSFORMER F #y ® CONTROLLER CABINET TYPE 3 SIGNAL POLE x — — - 9 EMERGENCY VEHICLE PREEMPT DETECTOR A A' DOUBLE PEDESTRIAN SIGNAL HEAD W/(2)PPS-M VEHICLE SIGNAL HEAD SINGLE PEDESTRIAN HEM DISPLAY <• t SING ppPEEDESTRIAN HEM DISPLAY TYPE 3INDUCTION LOOP PER NM MT STANDARD DRAWINGS JAC aM JAd TENON CONDUIT CONSTRUCTION NOTE QCONDUIT RUN NUMBER i O SIGNAL POLE NUMBER pJUNCTION BOX NUMBER . -. Hal PED PUSH BUTTON ra TYPE 2 SIGNAL POLE # e PED MILE E:A CCTV MEO EQUIPMENT PULL BOX PHASE DIAGRAM LEGEND 1, ALL VEHICLE HEADS SHALL HAVE 12' LENSES. ALL SHALL .�...._ VEHICULAR THROUGH HAVE LED LIGHT SOURCES. MOVEMENT 2. ALL VEHICLE HEADS SHALL BE INSTALLED ON TYPE V' MOUNTING UNLESS OTHERNASE NOTED ON THE PUNS. �— VEHICULAR LEFT TURN 3. A 5 .. L E MOVEMENT N 4. �.. PEDESTRIAN MOVEMENT 8 VEHICULAR OVERIAP RIGHT 5. ALL VEHICLE HEADS SHALL HAVE BACIO'IkTES. TURN MOVEMENT & MASTARM SIGNS SHOWN ON POLE DETAIL SHEETS. SEE SIGN SPECIFICATION SHEETS FOR MASTARM VEHICULAR PEWISSNE SIGN DETAILS. LEFT TURN MOVEMENT T. AT THE TALBOTMB ON -RAMP AND TALROTIRENTON VILLAGE INTERSECTIONS ,NAHS, POLES, MASTAMS. LUMINAIRES, SIGNAL EADSIGNNAL. AND TRANSFORMER CABINETS PER WGDOT STANDARD COLOR - CASCADE GREEN.- SUBMIT COLOR SAMPLE FOR APPROVAL. S. AT THE TALBOT/PUGET DRNE INTERSECTION THE NEW SIGNAL POLES AND MAST ARMS SHALL BE PDhDER COATED BLACK THE SIGNAL HEADS SHALL BE YELLOW, THE MCIGNATES SHALL BE BLACK ON THE FRONT AND YELLOW ON THE BACK AND THE VISORS SHALL BE YELLOW ON THE OUTSIDE AND BLACK ON THE INSIDE, Q. SEE ILLUMINATION PLANS FOR ELECTRICAL SERVICE DETAILS, 10. LUMINAIRES ON SIGNAL POLES SHALL BE AS FOLLOWS: TALEOTIPUGET DR INTERSECTION -CITY OF RENTON DECORATWE ROADWAY FBRURE (CRY OF RENTON)' TALBOTINB ON RAMP INTERSECTION - SHOEBOX !V/- I+DOT1; TALSOTIRENTON VILLAGE INTERSECTION - SHOEBOX (V9 0T) 11. SEE ITS PLANS FOR DETAILS ON MOUNTING COW CAMERA ON SIGNAL POLE, 12. ON SIGNAL MASTARMS, PROVIDE AND CAP TENONS SHOWN FOR FUTURE USE. IS, USE HDPE FOR BORED CONDUIT AND SCH NO PVC FOR TRENCHED CONDUIT. 14. SEE STD DWG J-7a FOR FOUNDATION DETAILS FOR POLE TYPES PPB, PS. AND 1. EXISTING SIGNAL ITEMS TO BE SALVAGED SALVAGEITBA QUMU T Total TALBOTRDSIPUtitT OR TALBOT ROS /RB4TONYIL SIGNAL CONTROLLER CABINET 1 t 2 ELECTRIC SERVICE CABINET 0 1 1 SIGNAL POLE AND MST ARM -TYPE III 4 3 T PEDESTRIAN PCLE -TYPE PS 2 1 S SIGNAL HEM _.- 3SECTON S T 45 "ECTION 2 0 2 5SECTION(VERTICAL). 2 D 2 PEDESTRIAN SIGNAL HEAD cwnkac2Nn 762.4 1 i REVISIONS PER RRMKl D. MORFORD ROEMOE T. LAM LEFT ......RIGHT 2 _. 0 2 0 '.... STRAIGHT1 2 1 1 S' DELIVER ALL SALVAGED SIGNAL ITEMS TO CITY OF RENTON SIGNAL MAINTENANCE SHOP. Corrir'r'JI Je sgtt- Gttild�t5 11 t t tQ REi EASEDFOR CGN- 13'YRMT -100 4 9aAM1® REVISION PER male, N.2NAO KWNOTEHOVEE C.STONE MABAYMAH vo y� �- O �I'1 E tf�t Mf E P � et PS /D p - - /� /-- I VgR�C�R a '— ;= Washington Sfab DapartinBnt of Transportation 1405 I -5 TO SR 169 STAGE Z •WIDENING AND SR 595 INTERCHANGE $G -�' E tlMi /10 REPIACINO E%bTNG 9IGPNL MILE kil BSV2 N.LAO KLORENTSON 6.STONE H OYORFOAD a V4[flo RVOMNS PER RFIMM O. MORPORD RSE-- T. LAM �j{n 2 oRPo1Ho REMSIONS PER RFI uE D. MORFORD &GEORG &xoAaH cwnkac2Nn 762.4 1 i REVISIONS PER RRMKl D. MORFORD ROEMOE T. LAM PACKAGE: 0 11117m RELEASED FOR CONSTRUCTION -2A D. MORFORD &GEORGE TILE RFC #319 SIGNAL LEGEND AND NOTES 0 u 0 0 i fi 9 - PHASE DIAGRAM C +) PROVIDE THE FOLLOWING DERIS V11 EC DETECTION EQUIPMENT FOR T E SOUTN PWET DM/EISR 515 KMRSECTION ITEM DESCRIPTION REM# QUANM RERIS VKIEO PROCESSOR, .2 CAMERA. SIPUT, MOUSE. CABLES, SURGE PROTECTION, CI CIOE2- 2N-PAK 2 INTERSECTION SOFTWARE � .r-•� 1 __ � .t PROVIDE THE FOLLOWING DERIS V11 EC DETECTION EQUIPMENT FOR T E SOUTN PWET DM/EISR 515 KMRSECTION ITEM DESCRIPTION REM# QUANM RERIS VKIEO PROCESSOR, .2 CAMERA. SIPUT, MOUSE. CABLES, SURGE PROTECTION, CI CIOE2- 2N-PAK 2 INTERSECTION SOFTWARE CAMERA,COLORROOM, . NBC. 120VACWRN CI�AK 4 CONNECTOR KR SIAMESE VIDEO CABLE. 135 POWERS COAK3281, UL CM)E74055300 1 APPROVED (1,000 FEET) ASTROARAC CAMERA MOUNT, 74'. TUBE, W BAND �EABOITO -74�i 6 A co I E TERMINAL CABINET 2 SIW39L nFPO 11 6gWd HEW 12 BIOWJ xE40 Of 61GYV. HED 02 'ED, KAO Po It" Ego. ® ® ]6�6}~•jB )M 818 010 L61I6C6C BW PFO. NEpO tD X010 O J OC�P -]99 819 O aefa R xw e'- •' ]x 56 Ell pp6 ae 1 SE I `, 9M ^t _mot EC +inf swxAL nE6O qa TERMINAL CABINET d NOTE SPLICE TOGETHER IN THE NEAREST "- JUNCTION BOX DETECTOR LOOPS I ENCLOSED BY A DASHED RECTANGLE _ 2am IBM NMI TERMINAL CABINET 3 EMHAL NFAO 01 81GNLL MEFG 83 61f3NL XEbD q R M1 �- fl BBI R 0. 601 R Y B02 —0 1. P Y 60t b PP G 09 P O 86l G R � R P R 800 6 ME 806 W � W RS W— W 695 W C F W Yom) gw __ i a6 wm- x 2-3�S 24C ~- F 1- 163 4COAX, 142CS, S3CS. 135C IN, LCOAX, 3 S, "CS, ]5C SOUTHBOUND 1-COAX1 ISS, 24CS,3 6 pp0. H 8,401 CDtta t S 'r rli PEO. XfAO p EY.p. DB �' -.. PEO HERO aD p�pp &iF8 • III "L`. _ BG �, • ia8 81bN6L xEPD si 61oH+L xEM 21 &UNg1 XFAO az p30. HEAD 2t O PEO. HFPO dB P?•I9 acs p 1. G � o L.L WW� W R b •Q O BL': TQ ' P J P w r a • M6 O ] +] R X801 R Ell. j 0652 O Wf O- i w • -s9a- a aL- YS EYP OA 0 01 T6 L— 2 \1� TERMINAL CABINET 1 DEfiIOK MASUGER: � " ' w a.eauBwx DESIGN TASK LEAD: D.meFORD bwOpnO]I 7524 PACKAGE: RFC -2E I �w 1-406 SG -ma 1 -6 TO SR 169 STAGE 2 - WIDENING SGb state Boon AND SR 516 INTERCHANGE WIRING DIAGRAM SOUTH PUGET DRIVE !3R 516 co g O FOUNDATION DEPTH TABLE ALLOWABLE LATERAL SR N. Im (CUBIC FEET) BEARING PRESSURE FOUNDATION TYPE TYPE VIII AND SD MAST ARW STANDARDS (WA MIN. 600 1,200 9,5W 1,800 2,300 ONLY RFN✓RNS HEIGHT(FT) 9'ROUND 10' IV 19' 13' 15' 9,000 3'SOUARE 8' 6 9 16 ii' TRT {'ROUND 8' 9' 8' iD' 99' 16.5 3' ROUND 8' 8' ]7: 11' 19' 16' 1,SW 3'SQUARE 7' T 8' 8' 9 BB /'ROUND ]' T 6 i i 1]6' 3'ROUND 6 T IT 93' 15' 2,600 3'SQUARE 6 6 S T' T' 13 +54.37 4'ROUND 6 6' 8' T ]' THIS TABLE BASED ON A 6 VALUE OF 28'. FOR DOUBLE MAST ARM STANDARDS WITH W' BETWEEN ARMS, USE THE LARGER M VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS RECURRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT W' L3'SQ. OR RD., OR 4'RD. _ FOUNDATIDN DETAIL POLE LINE ORI EXPA74 SIGNAL STANDARD IDENTIFICATION TAG DETAIL - 4j41P EXANPLE 'w STD. NO. X)( SIGNAL STANDARD NO. STD NO. 02 T SRXX14 MP XXXXX - ATE ROUTE AND 5fte], MP 065.00 6 ATTACHMENT MANUFACTURER MILE POST NO. MANUFACTURER 1B0° POINT APPROVED DWG.)OODOC( APPROVED DRANSNG IN APPROVED DWG. AB12345 FAS. XOW)IXXx FABRICATION DATE FAS 611A 002 ALL HANDHOLES i AT IN' FROM E1 NOTE: CORROSION RESISTANT METAL TAG SECURED WTH (2) 0.126' RNETS AS _._ no- FOLLOWS: POLE SHAFT - LOCATED ITHIN 6'ABOVE HAND HOLE, SIGNAL AND IF El OR E2 SIGNAL LUMINAIRE MAST ARM - LOCATED WITHIN W OF THE POLE SHAFT CONNECTION LAN ARM IS NOT NINETY POINT. TEXT SHALL BE A MINIMUM OF W HIGH, STAMPED OR EMBOSSED. "G DEGREES TO THE ANCHOR B Pq.� AL DESIGN 1 a a '� 0 l BOLT PUTS _ LOCATION STATION B1 62 S2A SO 84 $ d8� ni AOL b b B4A B6 a b b P ------------ i POLE ORIENTATION.. AND ATTACHMENT POINT DETAIL a 2 9 9 9 9 O 2 � 2 O d � ♦ d � III I J I I 2 ® w TYPE FPS TYPE PS TYPE I PPS Pon PED. HEAD VEHICLE HEAD STANDARD STANDARD SIGNAL OIBPLAY VERTICAL CLEARANCE lFEETI FROM STOP LINE TYPE II TYPE III MAST ARM COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM SIGNAL STANDARD B9 Big b TYPE N TYPE V STRAIN POLE COMBINATION LIGHTING STANDARD AND STRAIN POLE STANDARD lI------T� E DY b G� Q 9 Q n r -CURB OR EDGE OF SHOULDER TYPE BD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART . SR N. 46 FIELD LOCATION TYPE MOUNTING 11 MIN. MAX. MIN. POLE ATTACHMENT POINT ANGLES(d -9) ONLY RFN✓RNS HEIGHT(FT) TI 12' 1 97.5' 96.5 90.2' VANDLOAD AREAS F .6 p RM(''T) STATION OFFS TRT .OA Ai A2 61 4 SECTION 12" 16.5 DR 18.5 iBO' BS M BT 20.6' Bit 61 B2 B2A 89 � B/ B4A BB BT BB 5 SECTION IT' 16.5 97.0 186 1]6' F ' 09 G2 H 11 12 DEMDNED BY ENTERED BY iY DF.EIGN 595 876 TYPE II TYPE III MAST ARM COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM SIGNAL STANDARD B9 Big b TYPE N TYPE V STRAIN POLE COMBINATION LIGHTING STANDARD AND STRAIN POLE STANDARD lI------T� E DY b G� Q 9 Q n r -CURB OR EDGE OF SHOULDER TYPE BD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART . SR N. SR MILE POST FIELD LOCATION TYPE MOUNTING _ SIGNAL MAST ARM DATA LUMINAI POLE ATTACHMENT POINT ANGLES(d -9) ONLY RFN✓RNS HEIGHT(FT) INSTALLED. OFFSET DI6TANCE6(FT) a. VEHICLE DISPUY POLE TO ATTACHMENT POIN VANDLOAD AREAS F (gAUF p RM(''T) STATION OFFS TRT .OA Ai A2 61 62 82A 83 84 B4AI BS 85 BT W Bit 61 B2 B2A 89 � B/ B4A BB BT BB _ B51 OTAL F C D El E2 F ' 09 G2 H 11 12 DEMDNED BY ENTERED BY iY DF.EIGN 595 876 13 +54.37 7035 x 0 IIISD 18 Q 85 I REY1810RS MS MEN D 4384 AD AK4 58 6. CAllAIIRX P. XEMIERWX ' W N 10 82 9T I !. "N. 1-405 8.2 B 13 9648 y2 0 0 N. WHREH0ll8E SUM t.BTOXE 16 im t S I.6 TO 5R 169 2 595 6J8 12 +58.59 62.22 x X. Rl1A0 A IIISD 18 -00 48 436 C 39 ➢ 24 2T 4 95 i0 H2 9 X.RXAA 8.2 &.E. TASK LEAD: 8.2 i S2 � 13 1709 12 0 0 90 iW 226 N. SHAG KIAPPmm .T. BE 0.NGRFDRO 9 S 515 &M 13KBA6 8488 x NTERC A AND SR SS6 INTERCHANGE OS III -SD 21 40 30 25.5 22.5 18 135 B 16 4.5 82 . 7.5 7.5 9.2 7.5 7.5 0.2 �. REVIBWta PER RF196M19 ID12 12 00 00 RFC - 2B 4 133 P LE SCHEDULE p%ST'ON 0 4 516 6J6 12+67.83 44.&5 T. LE x 0 III -SD 19 40 26 22 SGIIFN PUGET DRIVE ISR 515 18 g 19 12 ', )5 R2 13 ]7B 12 9P BA 270 200 1801270 30 5 515 BYB 93+4953 58.63 x PPS SD 6 696 6.76 12+75.70 62.82 x 9 270 TYPE TT MOUNT T 5 ] 7 8 5 B 515 e]8 12+67.18 48.58 x 0 PPS', 0 co I NOTESALTERNATE NOTE 9 _ _ _. _ _ _ e e _. _ e a _ _ - - - LCiSCINV -.. �. ^. •' ,� •� •�. �- •.. " ..• �.. " ". „-. •� r FOR TYPE. It MOUNT ONLY (� 2 FIELD INSTALLED. a. VEHICLE DISPUY e. DELETED 1 (0R2MG) L PPBid 7 MOUNTING COUPLING INSTALLED DRILL i" HOLE IN MAST ARM AND J b. SIGN t LUMINAIRE j. HANDHOLE `J AT OFFSET DISTANCE INDICATED INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE c STREET NAME SIGN PEDESTRIAN DISPLAY IN CHART 9. tl. PREEMPT DETECTOR N CABINET.... NO. M" ISSUE IFTION DEMDNED BY ENTERED BY iY DF.EIGN BERXx atnTE i I REY1810RS MS MEN D 4384 AD AK4 6. CAllAIIRX P. XEMIERWX N. N. ZHU)D , I !. "N. 1-405 B 1&4V10 I.,.. MR REYISIfIHS PER RFI 0039 D. CALWLBH N. WHREH0ll8E SUM t.BTOXE J.IN.INAX t S I.6 TO 5R 169 SG�Q04 9 REVIEIOXB PER RR #iM ANb Rfl X. Rl1A0 RLORFAU. 6. BTOXE DESIGN C ➢ 4 B EF% 0+78)+79 REinaft IXIfIRX6 SIGNAL PORE RFI i8f1 .1 X.RXAA KIAREX9ION &.E. TASK LEAD: STAGE i -WIDENING II 99MLf9 RENBIGKe PER RFl iY19 AN9 RFl Y N. SHAG KIAPPmm .T. BE 0.NGRFDRO wp ppR yq Washington NTERC A AND SR SS6 INTERCHANGE AA��f R 0/IRIH9 REIIMIONS PER RFIPIN B. NORFORD MOMORGE KADAM PACHAGE: DBPiMiBR20I TTRRBIlOH19DR spot __ +0 1 1)l�90 REVIBWta PER RF196M19 D. NQflFORO &SEORGE T.LAM RFC - 2B 7624 1 �rt5 P LE SCHEDULE X2..3.+ 0 ttN](90 REIEMIND FOR CONETRUCTON -RA b. tWRFOM R.GEOROE T. LE SGIIFN PUGET DRIVE ISR 515 g co I pqrlm ai 6 O CONDUR 6 WIRING SCHEDULE - TALIWT ROAD 0 PUGET DRIVE. RUN ND. FROM J80X Jd3pX LONWIT OUANTIHES BT YYPE CONOUCTCIR QUANTITIES BYSIg/AWGI Y" p44 3° PVL 9" NDPE YNOPE OR 2" SCH 00 PVC AB 2CS SC3 COATI 8C TC RB Sarc $9 $i S2 t S2 _ �53 S2 SJ3 1 _2 3 Polefh $d 1 y S5 EAJ D.I. E %1 56 $4 325 1 3 4 2 bPAfl[ 923 S1A $25 1 5 $24 $3 $25 d _ 1 t b R 1 SPARE 58 SRS CmNtllor 4 1 1 94 8 4 S26 PoN#3 S25 2 1— t p 1 s29 $27 Sd 1i 2 t 1 S28 Pdx p2 S3 1 4 1 _ 2 1 543 EXA FXPCA.F F %1 t 1. I.A. $ ?] 1 4 1 2 1 1 Sd0 Ex—m— x am IEX DR 4 4 POkW HS t SEE ILLUNINATION PLANS FOR POWER. SEE ITS PLANS FOR SIGNAL INTERCONNECT A INSTALL NEW CONDUITS INTO EXISTING POLE FOUNDATION USING PaETHOD AS APPROVED BY THE ENGINEER. SHOP ORAYANGS SHAH_ BE SUNNITTED TO THE ENGINEER PRIOR TO INSTALLATION. 8 S4 EPDXY DOWELS 0"M-Pi I FOUNM'IIPON PROPOSED 1IN HOOP B M EPDXY 8'NViX 2 "4LR (LTMIPA'IELS Io_. Y FLMIF1VdGNT IT ELEVATION NOTES: 1. SEE SHEETS SG-0-04, SGd RAND SG412 FOR FOUNDATION DEPTHS. ��FSSOIIUNDATION DIAMETER S'-0" POGLENS t.P3 8 4 SHOMR}, SECTION /` A� NTS x;,405 EXISTING FOUNDATION LONGITUDINAL AND VERTICAL REINFORCEMENT MP) —22 92" X 22 112° BASE MATE SHOWN. 18 i2_X i8 lR" ELV: 8?fi4 POLE W ROAD ELY: SAM LV' SBA, POLE Ro ELV 883? -' ""` ELV 8443 NO. NINMDA� TE ISSUE RECCRD - OEBCRWTION DESIGNED BY EME.D BY CHECKED BY DESiN Y mmG PEA WI Wa4 AND RR 076 AJANQPAH KLaRENTSOq KJUMPAWAYG MANAGER: ��� �� 1� I-4D5 s PEA ."os ao a Aw ° G.CNaaNAm nwaxppnsow w.3HAG ISAAwua 1e wAM ry a ' 1 8 a �?4 I -5 TO 3R 1B9 0 PEA aFl ia46 AHP RFl W52 N.LIGG IC LOpEM40X G8R1XE DE &IGN M1 6 .13.0 SIGNAL POLE XFI.12 x. zxa0 KLGREHYSOx __A. TASK Lam' STAGE 2 - N7DENING a PEA RFiYSi9�WlPaw.AwG AFl91a N. LIAO K. WREWBOx 7.LE MNORFCRD ,.,,„,,,a7 ,p Washington State ^^�^, AND SR 545 INTERCHANGE �[ a PER RFI itla D. NaRPaNa NOEOnoE A.ADANS PACKAGE: DBpBZnll ®nL Of Tranep02ifltlDn "j PER RFI x441 a.M0"ollb KGEGRD. T.LAM 7624 1 i 11 WIRING SCHEDULE & POLE DETAILS 623 FWt eoxsrnuGrlDx .sa a.mnPanD AGEDRGE rLE RFI 41641 0375 ____ _. ,._.O, :m ...... as 4X;; SOUTH PUGET DRIVE /SR 515 co • Mr E 0 PREEMPTION SCHEDULE CIRCUIT PHASE(S) A 2 &5 B 4 C e D 388 4 ��,,,,�. °" iY cave W 4 } —S RYV G - -- 1�RVY G PMR PMY y GG.jyy�.Y1��Rl 5 —J { i ILO 11[ R �O fl lW�l Y 2 GG) °(°uT4{tJ TEST HS O -- ---d NORM CABINET WIRE TERMINATIONS SERVICE PANEL me -R.. 501 PCi. -ORO ] Uo ', -w sea a Ar. s AUXILIARY PREEMPNON (caw5cro. _aNCRIWNAN Reaaa °" DISPLAY OUTPUT TERWR LS ''W- I.. FO- Wt fd2 Y01 Ida PMR PMY y O R1 5RA Y13 tti ILO 11[ R �O 9i9 1G8 PIµO y I -5 TO SR 168 Y33 HS bJ -- ---d jUj�}}-6- AM AM AM AM STAGE 2 - WIDENING jLLLL�UU"_�JJII- +mac, ,, '" Washington State AND SR 615 INTERCHANGE p� 4p PACKAGE: »s im �c <"u�i zeMZ ic�5 Pn�aw 7624 I ,e u�i WIRING TERMINATIONS -a Y e a,(, H IJ -e dLV a PN�te� ° a�az to au �e it2 �PdaW �3 iB2 iP L=SO SERVICE PANEL me -R.. 501 PCi. -ORO ] Uo ', -w sea a Ar. s AUXILIARY PREEMPNON (caw5cro. _aNCRIWNAN Reaaa tl 0L Y T 0 BftL ..NOTE _ TERMINATE ALL WIRING IDENTIFIED AS AG (fi 9 AND 7'3) AT THE AC -BUSS SEAL AND COIL ALL SPARE CONDUCTORS AND STORE NEATLY ON THE CABINET FLOOR MANAGER °" \9 "w ' J I `. I f �,1, 1-406 L"UxAN. e IAM I+ B a I -5 TO SR 168 SG -6-66 NLEA TTAASK ; AM AM AM AM STAGE 2 - WIDENING d. MGRPGRa +mac, ,, '" tl 0L Y T 0 BftL ..NOTE _ TERMINATE ALL WIRING IDENTIFIED AS AG (fi 9 AND 7'3) AT THE AC -BUSS SEAL AND COIL ALL SPARE CONDUCTORS AND STORE NEATLY ON THE CABINET FLOOR MANAGER °" \9 "w ' J I `. I f �,1, 1-406 L"UxAN. e weB I+ B a I -5 TO SR 168 SG -6-66 NLEA TTAASK ; STAGE 2 - WIDENING d. MGRPGRa +mac, ,, '" Washington State AND SR 615 INTERCHANGE p� 4p PACKAGE: +mn Department of Tninsportatlon RFC - 2A-SG 7624 I ,e WIRING TERMINATIONS SOUTH PUGET DRIVE PSR 615 a,(, co '9 E CAR Y } Y LOOPS PLACED 999''+ -LOOPS PLACED W J FROM SOP W FROM BTOP R4R /j( FROM i� AI LOOPS STOP EBRR ° \ i co U* I i PUGET DRIVE LOOPS�� FTALBOT RD S 1SR 513 DRIVE LOOPS NORTHBOUND - - - -- 32CS - -- 32CS - -- > �� - - -Se- AR 0 PPB )B R4 B ns w- O 816. HEAD 12� \ 188DE REGORD DE$GRIPTIOH N 611 R N NN:an Y 84 G - N -: 616 918 W- J. BAYMPN 9a WN NOTE: SPLICE TOGETHER IN THE NEAREST ----------------- JU -aala BOX pETECTOR LOOPS, J _ >_ NO. 189UE MTE 188DE REGORD DE$GRIPTIOH DESIGNED BY ENTERED: BY CHECKED BY DESIGN NN:an ¢in MANAGER,- o J. BAYMPN 9a WN o t REVISIONS PER RFINl N.ENAO C.OTONE 2 t m- aMM6N0 REVISIONS PER RmI P£I YI30, AND RFlA33B N.PHAO &LORENBON KLOREMSON T.LE TASK t t'L05+09 l REVISIONS PER RFlYWt D. MGRFGRU RGEORGE Y. LAM D. moRFDRP: D. MORFORO C¢-I624 °i 0 ttN1Ne RELEPSEO R)R CD RU=Om FORD RGEORGE T.LE PACKAGE: B 891WN9 FINAL DESIGN -iA G. MORFpRp ROEORGE T. LE 15N A R�,N6 PR6LI�NA «..1RN ..� r,T .,,.e,.,. w..,.,..,e.. ..RFC -2B I 'RENTON VILLAGE LOOP RENTON VILLAGE LDOPS % I RENTON VILLAGE [ { S12 u 1-1_2CS FROM J_BOX S14 (S& 2-20S 32CS _a PCB S28 -_ IN, 2acS, 10-2CS � 138 &2C5, 2 - -3CS i - 350,108,1-2CS, 23CS c-LE 2b RELEASED FOR CONSTRUCTION. solm comb 0 161 1& TERMINAL CABINET t s2CS -> TP 1405 SG -0.07 1 -5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE % y" -.3 WIRING DIAGRAM (P23 1405 NB ON RAMP AT SR 515 ` "'�' W4 13� RELEASED FOR CONSTRUCTION. solm comb 0 161 1& TERMINAL CABINET t s2CS -> TP 1405 SG -0.07 1 -5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE % y" -.3 WIRING DIAGRAM (P23 1405 NB ON RAMP AT SR 515 ` "'�' aF i FOUNDATION DEPTH TABLE ALLOWABLE LATERAL FOUNDATION X (CUBIC FEET) TYPE 11111 AND SO BEARING PRESSURE TYPE MAST ARIA STANDARDS ( SIGNAL STANDARD 500 No 1,200 1,50) MA1C MIN MA%. 3 GECTICN No POST STATION OFFSETLT T.PO. 3'ROUND 10 10 11' IT 15.5 MIT 1,000 3'SQUARE B B S S 4 S CTION Be '.. Btt 4'ROUND S B e V 57 33 3'ROUND S S S 11' 1 17'' 1,500 3'SOUARE T T T e' 8.88 18.60.18 4820 X B 10 *'ROUND T T T e' *ROUND M 4 ]' 11' RENRIOXB PER Rnt= 2,500 3'SOUARE S e 0' 8' *'ROUND B' S S' S' ' to THIS TABLE BASED ON A R VALUE OF 25'. FOR DOUBLE MAST ARM STANDARDS WM BD' BETWEEN ARMS, USE THE LARGER X VALUE 0111, 5 FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN N 114 IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT BO' R F I 1 3'SO. OR RD. , OR 4 N . _ 5 ea'e DRI ERA^ TI L • SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE . �._ STD.NO.XX SIGNAL STANDARD N0. STD. NO. 02 0 SMANUFAP MANUFACTURER STATE ROUTE ONO MAN FA WON r ATTACHMENT MANUFACTURER MILE POST MN MANUFACTURER L 180° POINT APPROVED OLA'G. X%XXXX APPROVED OPANANG NO. APPROVED DWG.AB12345 ALL HANDHOLES FAB'XIXX/X:0(X FABRICATION GATE FAR. N14I2W2 AT 1SP FROM E1 I NOTE: CORROSION RESISTANT METAL TAG SECURED VATH (2) 0.l W' MM AS 270' FOLLOWS: POLE SWIFT - LOCATED VATHIN WABOVE HAND HOLE, MGNAL AND -IF E1 OR E2 SIGNAL LUMINAIRE MAST ARM - LOCATED WITHIN W OF ME POLE SHAFT CONNECTION %2 ARM IS NOT NINETY POINT. TEXT SHALL BE A MINIMUM OF WHIM, STAMPED OR EMBOSSED. DEGREES TO THE to ANCHOR BOLT PLATE 1 a. THEN SPECIAL DESIGN 2. (1 ANCHOR BOLT PLATE - 171 Y Y tl5 Z EB 1 LOCATION STATION B2 BB POLE ORIENTATION UNERTOR POLE ORIENTATION LIB LINE �1 (SETS ANCHOR BOLT ORIENTATI POLE ORIENTATION AND ATTACHMENT POINT DETAIL a 2 g 9 g 8 2 2 b e b re TYPE PPB TYPE PS TYPE I PPB POST PEG. HEAD VEHICLE HEAD STANDARD STANDARD a u ----- ..___. a SIGNAL OMPLAY VERTICAL CLEARANCE (FEET) P STOP LINE L4: �IIFYI f'/ q :11[ ✓I<H!ri ;m;a�:ix4•IIAtlT,llal D b ` JE F G 2 g H r TYPE N TYPE M TYPE N 5' MAST ARM COMBINATION LIGHTING -1 COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM MAX. MIN. POLE ATTACHMENT POINT ANGLES (dEM MA1C MIN MA%. 3 GECTICN No POST STATION OFFSETLT T.PO. 187 15.5 OE(Ti5(F'f) 3RD}'SQ!*'RO. 20.8' 15.5 MIT 01 B2 03 m BB BP BB all Bt 6283 B* 4 S CTION BT Be '.. Btt 18.0 18.5 18.7' 15.5 2D% ,M;. 57 52.5 45 *05 33 29 82 ].5 B2 5 SECTION 1 02 1 17.7 18.5 18.6 16.5 g_, 2 515 8.88 18.60.18 4820 X B 1 10 L4: �IIFYI f'/ q :11[ ✓I<H!ri ;m;a�:ix4•IIAtlT,llal D b ` JE F G 2 g H r TYPE N TYPE M TYPE N TYPE V MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN POLE ATTACHMENT POINT ANGLES (dEM SIGNAL STANDARD REMARKS POLE STANDARD -CURB OR EDGE OF SHOULDER TYPE So SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART @p7go SR ��.__. SR FIELD LOCATION MILE i TYPE MOUNTING HDOHT(FT) OFFSET OISTANCES(F'T) (Z) SIGNAL (POLE TO ATTACHMENT MAST ARM DATA POINT) VANOLOAD AR {x)(Y) LUMINAIRE ARMfF'r) POLE ATTACHMENT POINT ANGLES (dEM FOUNDATION REMARKS �.Y No POST STATION OFFSETLT T.PO. IYJMC4 TOT FTJT C 0 E9 E2 F Gt So H 12 OE(Ti5(F'f) 3RD}'SQ!*'RO. _ Al A2 01 B2 03 m BB BP BB all Bt 6283 B* BE BT Be '.. Btt 1 516 8.88 20 +16.Oi 47 DD z -'; B III is 40 57 52.5 45 *05 33 29 82 ].5 B2 ITS 1 02 1 92 2132 12 D D 180 80 0 1 93 10 j W 2 515 8.88 18.60.18 4820 X B 1 10 } .,. 85 180 D IINBNB RENRIOXB PER Rnt= M91A0 KWIVINI8ON GDFApN r• s N 1 °S T® BR 15g ' P EWENS NEVI ®IOX! PER RFlW10 NPIAO KLORMISON l 'TASK LEAP. � STAGE 2 ° WIDENING t t&WFA REV1k018Y PER ftF1p8i O.YORPoRO KaEOROE D.MDRFOND W111Wi.CT X9. _ ;Washington State AND SR 515 INTERCHANGE CIX1aMVODINI .BA NOTES I. LUMINAIRE b. SIGN ALTERNATE NOTE 1 O MOUNTING COUPLING INSTALLED FOR TYPE N MOUNT ONLY O FIELD INSTALLED. AT OFFSET DISTANCE INDICATED DRILL 1' HOLE IN MAST A AND AM IN CHART INSTALL PLASTIC SPLIT BUSHING I.I. FOR CABLE ENTRANCE a. VEHICLE DISPLAY I. LUMINAIRE b. SIGN g. PEDESTRIAN DISPLAY c STREET NAME SIGN b. CABINET d. PRE -EMPT DETECTOR I. PP" a. DELETED (10TANB) I. HANDHOLE v NO. I ISSUE DAMI NINE RECORD - DESCRIPTION DESIGNED BY I ENTERED BY I CHECKED BY I [YEMEN I.I. I A4 1 RUM I I I-405 SG -g -gg 9 IINBNB RENRIOXB PER Rnt= M91A0 KWIVINI8ON GDFApN r• s N 1 °S T® BR 15g P EWENS NEVI ®IOX! PER RFlW10 NPIAO KLORMISON 'TASK LEAP. � STAGE 2 ° WIDENING t t&WFA REV1k018Y PER ftF1p8i O.YORPoRO KaEOROE D.MDRFOND W111Wi.CT X9. _ ;Washington State AND SR 515 INTERCHANGE CIX1aMVODINI .BA O.mRFORD KOEOR6E PRCNAGE: TSZA OAykDGPBHB10nL 11 Of TRRBPOHEgOn POLE SCNEDULE RFC -2B ��° A EwtreP P1tFUEFxAftv Gw11W aEwoT aD.uorr IA55 Na ON RAMP AT SR 515 CONDUIT & WIRING SCHEDULE •TALBOT ROAD a 1455 NS ON RAMP MEMO SEE ITS PLANS FOR NITERCONNEDT. SEE ILLUMINATMN P FOR POPIER. 9 NOTE: SEE SHEET SG -DLba FOR SMaNAL POLE FOUNOATNIN ELEVATON CHANGE DETAILS. POLE IN LDOKMG NOR411 (FUTURE) I J �v lul POLE M LOOHING SOUTH NO. MSNE DATE ISSUE REGGPD - DEBCRIPYIDN OE8NiNED WT ENIEAEU BY CHECKED MT DEMON JM.RAUMAR' ax sinre 'r♦< Ty . yq � yevaLri4 d l t 4y vE.nvrw re - F'`"JI =11 8 v 6 ° � r `° i. n„L d. "•`' - "i WSBRIngton$tato Department of TnnepGYtatlGn I -5 TO SR 169 STAGE 2 - WIDENING AND CJR 115 INTERCHANGE 4 W[t"1 REYIBWXB PFA RFI /184 AND on" _ N..LWgIAH KLpRFNYBCN IC JCMFgWCRG DESIGN TASK LEAD: D. MDRFOR0 3 BFHBRD WEV191ONB 1. wism �R %OibAXD WFI I@38 N. TNAO W. LOREMBGN Y.IE ,{'9'°T 'f j'"c (pZCJ 2 S0.b91te gEV1BIDNB PEW"I MOE D.tlORFORD 0.CNUNP AADAMS cdrteec3 aM1 76� 1 1. RE.,. pER.11 D.MCWFOWD A4EGWCE T.LAM pgCIUGF: RFI #1641 #376 0 11M M REIFASED MR COfMTRBCl1IX1 -9q O.MORFORD A6ECR6E T. LE WRING SCHEDULE $ POLE DETAILS 1405 NB ON -RAMP AT SR 515 A 88.pWtlB DNAL DP8IGN -3A -- D.DDWFOW6 R.OE9ROE 1 T. LE SEE ITS PLANS FOR NITERCONNEDT. SEE ILLUMINATMN P FOR POPIER. 9 NOTE: SEE SHEET SG -DLba FOR SMaNAL POLE FOUNOATNIN ELEVATON CHANGE DETAILS. POLE IN LDOKMG NOR411 (FUTURE) I J �v lul POLE M LOOHING SOUTH NO. MSNE DATE ISSUE REGGPD - DEBCRIPYIDN OE8NiNED WT ENIEAEU BY CHECKED MT DEMON JM.RAUMAR' ax sinre 'r♦< Ty . yq � yevaLri4 d l t 4y vE.nvrw re - F'`"JI =11 8 v 6 ° � r `° i. n„L d. "•`' - "i WSBRIngton$tato Department of TnnepGYtatlGn I -5 TO SR 169 STAGE 2 - WIDENING AND CJR 115 INTERCHANGE 4 W[t"1 REYIBWXB PFA RFI /184 AND on" _ N..LWgIAH KLpRFNYBCN IC JCMFgWCRG DESIGN TASK LEAD: D. MDRFOR0 3 BFHBRD WEV191ONB 1. wism �R %OibAXD WFI I@38 N. TNAO W. LOREMBGN Y.IE ,{'9'°T 'f j'"c (pZCJ 2 S0.b91te gEV1BIDNB PEW"I MOE D.tlORFORD 0.CNUNP AADAMS cdrteec3 aM1 76� 1 1. RE.,. pER.11 D.MCWFOWD A4EGWCE T.LAM pgCIUGF: RFI #1641 #376 0 11M M REIFASED MR COfMTRBCl1IX1 -9q O.MORFORD A6ECR6E T. LE WRING SCHEDULE $ POLE DETAILS 1405 NB ON -RAMP AT SR 515 A 88.pWtlB DNAL DP8IGN -3A -- D.DDWFOW6 R.OE9ROE 1 T. LE co IR I S U U L tlAB S S{ I I NC y 2 FPHASES) AND SR 515 INTERCHANGE ! y PyL�tl i 1.405 NB ON RA AT SR. 515 PM.I qpU 110 1 BY PHASE No. {TYP) 1U` yN-A ! ON . y99r P PM1SL 0 z 5AC3 tlK 1 a59 O O O O O O O O O O f fl O O H O @ @ O O O O O 4 O O 1 0 O 0 OFF O O O a 1 S S I I 9 { { 4 0 0 T T $ $ 4 @ @ t3 S O� 9 S 3 6 6 6 ® ® ] ] 0 0 0 y1y S i9 960 S 2 2 -( Yr9yY y yyyy y TEST yN<y LyCyY y /��UA eR I yY�< } }} yy0yy ] J9K 1 866 ]}}/ --B(Y� 1a a ad a araD r re nc _ 826 tI N¢ B H2K MO Pik t @W W 89} 2T KE PMU J9k S %] _ ffiB 3 (aT✓ SEAL AND COIL ALL SPARE CONDUCTORS iiB ffiB 0� MIS }j naD PHIL J<K &N Eve Bm i I@O T JSU 5 am B@] @ IBE PMU IPoN J5k 6 E]] a� 15L 89B }' I51 J;I ON 0 eae e' aK PnY Ivnn Ja(e am eat @' ♦m I PMu COM @oz t' HE Jf9E J0£ I @td ni PML PSI% ON OFF - VK'.:2 RRt T•.6..... 5t5 He ) @u t rro 11 i}n 1 ws RRi &4 2 UE RNV PM1OU RF 2 99b Bi} RJ OFF EST &U ^ 9M IM PML PML AK d3 BN eas s leD .ens em BaT 8 IBE PMU PnOU WE G W] _t PM .W PML TEST ON GA 8'. IBK 811 8,' 19O pn16i J @K JW b'i Bffi 9' M� P2 1(} IBE ..._t JBE iti 952 -� ED fl�_IB!_ 'i RJ t4 Sit . 9]2 12. ON OFF OFF TEST EST TEST SVMTCH L-SLOT No. (TYP) PHASE N. mm y0 INDICATOR LIGHT DETECTION PANEL }{ INSTALL ABOVE THE CONTROLLER U U L tlAB S S{ I I NC y 2 FPHASES) AND SR 515 INTERCHANGE ! y PyL�tl i 1.405 NB ON RA AT SR. 515 PM.I qpU 110 1 BY 1Y 1U` yN-A ! i2 • 2 y99r P PM1SL 0 z 5AC3 tlK 1 a59 O O O O O O O O O O f fl O O H O @ @ O O O O O 4 O O 1 0 O O O O O O a 1 S S I I 9 { { 4 0 0 T T $ $ 4 @ @ t3 S O� 9 S 3 6 6 6 ® ® ] ] 0 0 0 y1y S i9 960 S 2 2 -( Yr9yY y yyyy y y( y yN<y LyCyY y yYPyC yY9PyY I I yY�< } }} yy0yy ] J9K 1 866 ]}}/ --B(Y� 1a a ad a araD r re nc _ 826 tI N¢ B H2K MO Pik t @W W 89} 2T KE PMU J9k S %] _ U U L INPUT FILE LAYOUT DISPLAY G1:1y.1 AREA AREA MODULE INPUT NO MODENO, MODEL TYP£ E = EXTENSION C = CALL PREEMPTION SCHEDULE PANEL J. BAUMaw DESIGN TASK LEAD' M MORPOR¢ H�pALT PACKAGE U 7524 RFC -2A-SG CABINET WIRE TERMINATIONS DETECTION INPUT TETU.nNALS T•9 2 FPHASES) AND SR 515 INTERCHANGE 18 ].... 1.405 NB ON RA AT SR. 515 PANEL J. BAUMaw DESIGN TASK LEAD' M MORPOR¢ H�pALT PACKAGE U 7524 RFC -2A-SG CABINET WIRE TERMINATIONS COMMUNICATIONS PATCH HIOW PAXE C41 TD t 0 SL CH1Ra0 z O 3 B rXR YR•R Tffi = TPAHBNn DATA AID CHI a CHAMlk4 9 a ComHE 1ti CCNIICCi1pN9 iP G CE PANEL — *cF.- AUXILIARY PREEMP l ICCNNEC]EO YM iBSW iUS HARNELd m Mna w•GPiIUTORI O SL Y Y U BL Y Y TBB DETECTION INPUT TETU.nNALS T•9 T• 2 AND SR 515 INTERCHANGE 18 ].... i1A i10 1.405 NB ON RA AT SR. 515 PM.I qpU 110 1 BY 1Y 1U` 0 i2 • 2 PML' PM1SL 0 z 5AC3 tlK 1 a59 NOTE B ma 4 a nxD oG 1 9 QW PML PnW. BN 6 RK J2K 8 BBG d14 w. � � IIdE R2U Pna¢ Y A J8E i9 960 vg• B' I � W pt} 11' !9J PM1tL J9J FML 11 9fi] ', �.. EVC Y[a 12,.. I]K b J9K 1 866 i• d Iii WA B 826 tI N¢ B H2K MO Pik t @W W 89} 2T KE PMU J9k S %] • ffiB 3 SEAL AND COIL ALL SPARE CONDUCTORS iiB ffiB 0� MIS }j naD PHIL J<K &N Eve Bm i I@O T JSU 5 am B@] @ IBE PMU IPoN J5k 6 E]] a� 15L 89B }' I51 J;I T am 0 eae e' aK PnY Ivnn Ja(e am eat @' ♦m I PMu COM @oz t' HE Jf9E J0£ I @td ni PML PSI% BM 121 IBK - VK'.:2 RRt T•.6..... 5t5 He ) @u t rro 11 i}n 1 ws RRi &4 2 UE RNV PM1OU RF 2 99b Bi} RJ JTJ &U ^ 9M IM PML PML AK d3 BN eas s leD .ens em BaT 8 IBE PMU PnOU WE G W] _t PM .W PML T B89 id B GA 8'. IBK 811 8,' 19O pn16i J @K JW b'i Bffi 9' M� P2 1(} IBE ..._t JBE iti 952 -� ED fl�_IB!_ 'i RJ t4 Sit . 9]2 12. COMMUNICATIONS PATCH HIOW PAXE C41 TD t 0 SL CH1Ra0 z O 3 B rXR YR•R Tffi = TPAHBNn DATA AID CHI a CHAMlk4 9 a ComHE 1ti CCNIICCi1pN9 iP G CE PANEL — *cF.- AUXILIARY PREEMP l ICCNNEC]EO YM iBSW iUS HARNELd m Mna w•GPiIUTORI O SL Y Y U BL Y Y TBB SG -0 -09 T•9 AND SR 515 INTERCHANGE WIRING TERMINATIONS 1.405 NB ON RA AT SR. 515 EN 2 0 z 5AC3 eL-'adsF;] NOTE B ma 4 a nxD oG 1 9 5MM TERMINATE ALL WIRING IDENTIFIED AS w2p. EYA J!2D a ;+,2 Y A AC- IV6 AND 79) AT THE AC -BUSS rzM 5 11RJ P56P'.. EVC J1L b 5Ca tl Iii B H2K Cote i. OC+ JIBE a :act OiiBBAA4411 SEAL AND COIL ALL SPARE CONDUCTORS }ea }j naD Pn�l Eve J19D T saz AND STORE NEATLY ON THE CABINET FLOOR ]81 a� 15L P'IaP EYD JYL 0 S1YL ♦m 8 11M COM OC+ Jf9E 4 "A6t tO RRt 1 5t5 11 + RRi vl) 1S' ] 318 DISPLAY OUTPUT TERMINALS S9 U R2 11i Illd 12 • GiJ 12i pIC VrAf Washington State Department of Transportation 1-405 1.5 TO SR 169 SG -0 -09 STAGE 2 -WIDENING AND SR 515 INTERCHANGE WIRING TERMINATIONS 1.405 NB ON RA AT SR. 515 EN IF 0 F12 VrAf Washington State Department of Transportation 1-405 1.5 TO SR 169 SG -0 -09 STAGE 2 -WIDENING AND SR 515 INTERCHANGE WIRING TERMINATIONS 1.405 NB ON RA AT SR. 515 INPUT FILE RANKING DUAL I SEE ILLUMINATION PIUMIS FOR POWER TO SIGNAL CABINET 41 NOTE: PLACE CONTROLLER CABINET AND TRANSFORMER BEHIND 21 j /', V14 SIGHT LINE AS SHCAVN. N ...... . SIGHT LINE AS I A X, . . . . BY ENGINEER I.. . . FIELD -- ----- ----- lm 181 FROM STOP MPt TALBOT AD SOUTH ISR SIG . . . ........... Loops PLACED m- FROM STOP MR 22 PHASE DIAGRAM SIGNAL HEADS 1-2 3 �4 NOT R R mm 6 6 7 a 00 G go 3 6171 4 41 M�&F Up S�ON *K If, U,r,o tai 1 0 E A NO GG E 0 U A4 PE :WN9 NOTE In COMPIANTIAPPROVED LED COUN PEDESTMN GGKM- HEAD SUCH AS DIAUGHT PART NO. ��IX OR APPROVED EQM MOM: SEE SHEET SGwD0I FOR LEGEND AND GENERAL NOTES. POKER FOR CONTROLLER COMES FROM 93 TRMONFORPJER IN W QUADRAM. . 213 7624 1-406 1-5 TO SR 169 STAGE 2 -WIDENING AO co E TALBOT RD S /SR 515 NORTHBOUND �-I2CS TO JBOX S13 (SGOA]f 6 -2CS -'+ F.. 1 -2cs, 10, 3-5C, 2 B v w q. FvP G 1� C xa "BL JW W EVPC (7 6L O 5C3 Y ���tl /9LS r Q ycy 529 Ay:; ]1 s SGNAL N?AO dt GIG14LL NFAG E SIGNAL NFFO 81 SKW61 HFAU @ x R R 1. IS- B $3D w 1G -... -_ ffiOlR}i80DND s - eaa PPS.A 0 ^_890 n1 B 83 51.N. xEAG si SGNAL HE bt SIG. NEAG W -W NH R O- 684 R �1 R G QV Gy 334 rR � i i—W G B n —G BM �O 818 E TALBOT RD S /SR 515 NORTHBOUND �-I2CS TO JBOX S13 (SGOA]f 6 -2CS -'+ F.. 1 -2cs, 10, 3-5C, 2 B v w q. FvP G 1� C xa "BL JW W EVPC (7 6L O 5C3 Y ���tl /9LS r Q ycy 529 Ay:; ]1 s O. RORFoRO 1b .1 -2CS, 1M$ 1 &2CS. 2aCS, MC, Ifi 14C Pe. . 1. ml R G W� i89 a • -� rfY O 0) PEG W RW 0 G U']ft5 -}-w B� iPb 5C PPB 85 x RS W 43Vp ,. . CT__ � 2M0 2&2&5 4 S, iaSC, 1 -7C v SKW61 HFAU @ x R R 1. G 8@ Y B $3D w 1G ffiOlR}i80DND s - eaa PPS.A 0 ^_890 n1 B 83 ns w sIGNN nFAO sa FEU W 'r—R R `G 882 T rR i—W G B n —G BM �O 818 NOTE SPLICE TOGETHER IN THE NEAREST JUNCTION BOX DETECTOR LOOPS ) ) ENCLOSED BY A DASHED RECTANGLE _ -r____ ---------- - PHASE 4 SHALL BE PROGRAMED FOR OVERLAP PHASE A O. RORFoRO 1b .1 -2CS, 1M$ 1 &2CS. 2aCS, MC, Ifi 14C Pe. . 1. ml R G W� i89 a • -� rfY O 0) PEG W RW 0 G U']ft5 -}-w B� iPb 5C PPB 85 x RS W 43Vp ,. . CT__ � 2M0 2&2&5 4 S, iaSC, 1 -7C /� sICNN nEao n L'7'. 3f � 61 � / SIGWI NERD 61 0. BN R SIGNAL HFM ]2 1Wi R 661 R Y STi 0���jjjjjj R @t R G �'-C 0 pN 8-j- O B39 G Y es) o �BG iB� 6ID SL< B an e2e w o O I SC Z O 1 � SIGHPL NFPL 41 R� Nt 81GRN XFAD 71 y 1 Y G2 O R 4]t R 'G 843 Y OR 0 f� iN G 8]9 0 1:��1J: S1B sae w ne W� sc_- e1GraN HEAD m 881 R lLT 892 0: WS G BN B RFC -2B 1 7624 v �i -2CS, 1-BC, in 1. B $3D -:. ffiOlR}i80DND m.3 IN, 2.3CS, &5C /� sICNN nEao n L'7'. 3f � 61 � / SIGWI NERD 61 0. BN R SIGNAL HFM ]2 1Wi R 661 R Y STi 0���jjjjjj R @t R G �'-C 0 pN 8-j- O B39 G Y es) o �BG iB� 6ID SL< B an e2e w o O I SC Z O 1 � SIGHPL NFPL 41 R� Nt 81GRN XFAD 71 y 1 Y G2 O R 4]t R 'G 843 Y OR 0 f� iN G 8]9 0 1:��1J: S1B sae w ne W� sc_- e1GraN HEAD m 881 R lLT 892 0: WS G BN B RFC -2B 1 7624 TERMINAL CABINET 1 RELEASED FOR CONSTRUCTION G - 2- zC5 - - - -- aL *PE G 2 G W - N JJ B ]88 Q sSS2� rw a ]C =- 1388.1 -rG. tiB 8 �ROIE K� i 2C5 9PR49 '.. a Gi RS W- xs xs EVPA J BA1 PP.R 3p ". B - -- L i3s w EVES 1.405 80-0-11 T 1 -5 TO SR 169 STAGE 2 -WIDENING �In9ton State AND SR 515 INTERCHANGE lof Transportation WIRING - -- 140 6 SIB OFF RAMP AT . m.3 TERMINAL CABINET 1 RELEASED FOR CONSTRUCTION G - 2- zC5 - - - -- aL *PE G 2 G W - N JJ B ]88 Q sSS2� rw a ]C =- 1388.1 -rG. tiB 8 �ROIE K� i 2C5 9PR49 '.. a Gi RS W- xs xs EVPA J BA1 PP.R 3p ". B - -- L i3s w EVES 1.405 80-0-11 T 1 -5 TO SR 169 STAGE 2 -WIDENING �In9ton State AND SR 515 INTERCHANGE lof Transportation WIRING - -- 140 6 SIB OFF RAMP AT a i FOUNDATION DEPTH TABLE ALLOWABLE LATERAL FOUNDATION XY2 (CUBIC FEET) TYPE IIIIIAND SD BEARING PRESSURE TYPE MAST ARM STANDARDS (c40 MIN 600 001 1,2001 1,5001 1,900 2.300 209 19] 3'ROUND 19 itl ii' ii' 13' 15 1,000 3'SQUARE 8' STATION OFFSET ROADWAY __ ,POA At A2� 4'ROUND S' TYPE IN TYPE N TYPE V TYPE aD MAST ARM COMBINATION LIGHTING TROUND IT SPECIAL DESIGN STANDARD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN 9,500 3'SQUARE T E4 POLE STANDARD F GI ;G2 Hill 12 4'ROUND T 1 615 � � 5.97 2 81.01 5] 11 TROUND 5 III 10 -00 54 495 2,500 3 SQUARE IT 28.5 10 � _ 92 7.5 4'ROUND IT _ . 7,51 ___. _ 9.3 1892 12 0 0 e THIS TABLE BASED ON A 0 VALUE OF 28° FOR DOUBLE MAST ARM STANDARDS WTH BY BETIEEN ARMS, USE THE URGER X VALUE FOR FOUNDATION DEPTH SELECTION.A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90° R TW DIA PLASTIC DMN TUBE GROUT PAD THICIQ4ESS= N I ti NIR HP. +1 "MAX N 1J, L f ro 2 1&' CL ON HOOPS, RD. OR S AT I' APPROX.CTRS. TSOOR RD. OR 4'RD. FOUNDATION DETAIL all • "T ^T1oN SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE R_LE SO° _�__ STD. NO. XX SIGNAL STANDARD NO. STD. NO 02 L SRXxX, MP X%]CY.I( STATE ROUTE ANO 3R9T. MP Cfifl.Ofl O ATTACHMENT MANUFACTURER MILE POST NO. MANUFACTURER 1a. POINT APPROVED DAG. X%XX%% APPROVED DRAWING NO. APPROVED DWG.AB12345 I ALL HANDHOU:S FAB. X]AX/XXXR FABRICATION DATE FAB. W1420M AT 180• FROM El NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RNETS AS _._ 276' FOLLOWS 'POLE SHAFT LOCATED LMTHIN fi "ABOVE HAND HOLE, SIGNAL AND O • IF E9 OR E2 SIGNAL LUMINAIRE MAST ARM - LOCATED WTTHIN 6" OF THE POLE SHAFT CONNECTION ARM IS NOT NINETY POINT. TEXT SHALL BE A MINIMUM OF h° HIGH, STAMPED OR EMBOSSED. 14 m DEGREES TO THE /1 0 Tp F� ANCHOR BOLT PLATE "T THEN SPECIAL DESIGN I" z POLE 2Z r, 7 r ANCHOR BOLT PLATE LQCATION STATION Bi 82 BS + 86 L%2) 2� }�1� POLE ORIENTATION LICNEnTOO ROLE ORIENTATION LINE (SETS ANCHOR BOLT ORIEN POLE ORIENTATION AND ATTACHMENT POINT DETAIL a 2 9 @ 9 9 2 2 I Fla Ij Q 1I !2Z � TYPE PPB TYPE P8 TYPE I PPB POST RED HEAD VEHICLE HEAD STANDARD STANDARD b B B B6 S7 B9 b a b BIG • _ _ b SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE dtl MIN NAX. 1. " stl � " 53 1S0' MIN MAX MIN MAX MIN MAX 3 SECTION 12' 185 175' 4 SECTION_1P_ 165 i 40' 165 165 i9Y 16tl 155 _ 185 209 19] 18.5 22tl 18.6 208'. 5 SECTION 12 185 4tl 18.5 1].5' 185 9S5 18,5 199- yI N° POST STATION OFFSET ROADWAY VV_B_Ja E E a F a F or to K � # 8 9 G 0 H H� lol m SIGNAL STANDARD DETAIL CHART UNITS OF VERTICAL CLEARANCE REQUIREMENT " aESlox � " m MANAGER: r- a BAUPAx FOUNDATION CURB OR EDGE 'D ' ymy FIELD LOCATION TYPE HEIGHT(FO'OFFSEt 4Penxxcn.: RACNAGE: D15ii ANCEG (FT) (2) (P_OLE PTO ATTACHMENT POINT) WiNOLOAD AR (FR (%)M (Z) ARM(�� OF SHOULDER I REMARKS yI N° POST STATION OFFSET ROADWAY __ ,POA At A2� a9 TYPE II TYPE IN TYPE N TYPE V TYPE aD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SPECIAL DESIGN STANDARD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN 89 B11 TOTAL(FTS C SIGNAL STANDARD E4 POLE STANDARD F SIGNAL STANDARD DETAIL CHART BR aESlox � " MOUNTING MANAGER: SIGNAL ',L a BAUPAx FOUNDATION Poo MARE FIELD LOCATION TYPE HEIGHT(FO'OFFSEt 4Penxxcn.: RACNAGE: D15ii ANCEG (FT) (2) (P_OLE PTO ATTACHMENT POINT) WiNOLOAD AR (FR (%)M (Z) ARM(�� POLE ATTACHMENT POINT ANGLES(tla9) DEPTHS(FT) REMARKS N° POST STATION OFFSET T __ ,POA At A2� a9 Bl 83 B4 BS Be W Be B11 Bt 82 B4 BB B7 89 B11 TOTAL(FTS C D E4 E2 F GI ;G2 Hill 12 3'RD.�3'SQ 4'RD. 1 615 � � 5.97 2 81.01 5] 11 x 0 III 10 -00 54 495 37 33 28.5 10 � _ 92 7.5 _B3 9.2 9.2 _ . 7,51 ___. _ 9.3 1892 12 0 0 270 1 90 180 ISIS 0 2]0 13 x. 10 10 PROVIDE MAST ARM '�. FUTURE Si 33 21 10 92 92 92 9.2 93 1528 COMPATIBLE ifl 60 55.5 44.5 50 10 9.2 7.5 9.2 ].5 16 1830 6 6 '. FOR 2ND_ARM 2 515 897 23 +719 575 x 0 III 19 4 50 45.5 26 23 10 92 ]5 9.2 9.2 16 1522 12 0 0 270 10p ', 135 2T0 + LIMSTARMLML [39 _&2 1°ea 19 54 43.5 30 46 25S 10_ T5 9.2 7.5 92 9.3 1734 .. 1,0 10 FARM FOR 2I ND 3 515 89] 26-05.50 42.20 x 0 '.�. 98) 2kY1G3'OR 2'3 Dux 3' 4 515 697 24.797 4689 1', 223'OR Y3" DIA x 3' 5 SiS 6.97 24H0.59 6.68 x 0 ! , 9801 2f2SLt'OR pS v Y 8 DIA x 3' , -r -�� I 212'x3'OR 6 515 BIT 24+75.49 42.70 x 0 W 9 2'J' Dux a' S _ 515 ___PS 6.97 23 +80.]9 6234 02' 2525] -3' DIA x 3' NOTES Q \1I MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART FIELD INSTALLED. aESlox � " MANAGER: a BAUPAx oESION TASN!LEAN: o. xoRFaRO 4Penxxcn.: RACNAGE: 7624 RFC 8996, 9J97, 9399 LEGEND a STREET NAME SIGN t LUMINAIRE v r m 1. PPB-M a. VEHICLE DISPLAY 4. PRE -EMPT DETECTOR 9. PEDESTRIAN DISPLAY j. HANDHOLE b. SIGN a. DELETED (IUWN0) h. CABINET Agak 1.405 i i aNNe SG -012 ® 1 -5 TO SR 169 STAGE 2 - WIDENING Washington Sdm AND SR 515 INTERCHANGE q.'y' Department: of Transportation E SCHEDULE .1405 SO OFF RAMP AT _. -__ .dam rXI • CONDUIT & VARINO SCHEDULE..!. TALBOT. ROAD {R RENTON VILLAGE PLACE RUN M0. FROM TO CONDUITOUANTITIESSYTYPE J60X 2^ pyC 1" PVL CONOULTOR011ANTIRE9 aYSf --o 2G) S" HOPE 2" HOPE OR as Y SLH eD PYC 2LS 9C9 OOAX 6C ]C e3NF0 #8 Bare S13 SAS 514 t 5 _ $H 514 615 1 � -�� -- _ 5 S95 Sts S16 $ 1 f 6 2 _._ SPARB_.__._. Sib $16 S17 SPARE Sii ! $t] fits t � @ - 918 Sts S22 R s 599 519 $2J 1 2 520 552 500 t 4 _... 521 am $23 Pale 42 S22 +_ f _ .. 12 1 3 19 4 11 am S31 S23� 1 S39 529 523 i ". 640 Pda #:1 S-15 1 i �. i - -- 3f- - - i S41 pale #t S98 '..._ 1.� 5 9 2 . — 537 S23 Car.Wkl t 0 f 2 2 19 4 5 1 1 p SPARE SAe - -S47 923 am 1 7 Pout NS 531 tom, t 1 1 S43 Pok RB an 1 S51 629 532 1 -�- _ -1 3 552 PWe P4 fits 2 1 t SAS S21 S22 1 -- 2 am 822 POLE %] 1 I t SEE ITS PLANS FOR INTERCONNECT. SEE ILLUMINATION PLANS FOR POWER 6 NOTE: SEE SHEET SOA048 FOR SIGNAL POLE FOVNOATION ELEVATION CHANGE DETAILS. POLE AN LOOMS EAaT RFI #15419375 1 7624 12 ON TALBOT ROAD POLE S1 LOO W NORTH (FUMM) Q POLE #2 LOOWNG SOUTH (FUTURE) POLE a LOOILNLG WEST I-5 TO SR 768 SG -0-12a STAGE 2 - WIDENING state AND SR 515 INTERCHANGE ISPo11a6an WIRING DETAILS co cAC .11-496 38 OFF RAMP ATe a Al. MR 0 AgSf. R+ 6 ]iA8 xY9YA iz 41YAY8 a{1 8Q B43 ! ! aUs tti(0 ! 61w�fi] - PHASE No MP) 0Y],Y t9G tYtYA ]yt ]yz Bty� d3i ON 0 OFF TEST w� 1I 11 ] ✓) _>Y T-t Y2Y1 T-( 5-2 F 5 3 8 B10 Y( YMY _>Y 2 -9 iLJ7 823 Bib G ItK ,.. INgCATGA Dm!cAL) �W ON 1 3 x x 3 { { 4 +'a+' 1F {P s s a B ] a e Y vsJ ON EFT O O U O O 0 0 !! 0 0 0 0 !! G O O Q C 0 O O C OFF !. W.BtB. 82r 11 131 PI:4L 'L P1gL ! J31M 68T A38 13 13K !J3K !12 WB IN A_.. aA B Bza 1 aD P +2u � xG,1 Oda a aJA !!! J { 6 { 9 t 9 ! OFF O O O 1 U U U U !! U J U U U� U il 0 C 0 U O O OFF TEST 1 yOy ] YYYY y�rr ! Ww3 yy3yy )'!y }!^ y!� )4 y!� }4 y9y 4^y }4 1!� yap }4 yA }1 0 i-{ N0 Y y8y y]y y0y 0 yN y7 F3 TEST QW ! ]d_ !tea ST ! A3 S1A8 09.W 63 0fi IBK iPRiL 01a i0 J5K'8 ]3 B TEST SWITCH 8 IE JE' B 1 - 0 NAB Q B12 PHASE No. (iYP} !. F�J �0-y 61 -W� �B BiS 11 E :PML DETECTION PANEL. PML ii pd3 B� 9aa 12 m: , yy INDICATOR LIGHT' INSTALL ABOVE THE CONTROLLER w 88 �U — xmcx uw PRFFPMFTION SCHEDULE mr n3� CIRCUIT PHASE(S) M 4dT C 6 D 388 `SEE SPECIAL PROVISIONS INPUT FILE LAYOUT MODULE + INPUT NO. INPUT NO. ilex MODEL TYPE E = EXTENSION C = CALL DISPLAY PANEL G G 6 Y Y R R MtiC RW 4 T a{1 8Q B43 B ^8 f ' —e R Y G i 1.... BSB D G V R5- w� 1I z'. G Y R 2 —< J1E x BSr W 3 8 B10 1 y1(fnw (R R} Y V8 R; 'P11EL ilJ 3 2 -9 iLJ7 823 Bib G ItK ,.. INgCATGA Dm!cAL) TEST �W Cxt v CxpppEL 1 CHANNEL RMWE CABINET WIRE TERMINATIONS DETECTION INPUT TERMINALS m x MtiC Te S R d1 !-O -0 GO M TG' ' a{1 8Q B43 B ^8 f IIDD PbN :PII BU 1 BSB D 811 Btl z'. ItE J1E x BSr W 11! IfE 118^ NJ 18 I1K 118 IQE B10 3� I1J PML 'P11EL ilJ 3 fiEB -9 iLJ7 823 Bib 4! ItK I'K 4 B6B -A �W Cxt v CxpppEL 1 CHANNEL IQE PMU PnBU 'M 0 -G- 9 BII 0 106 RC B a02 W -I-+MM M B CrW B]3 ] RI Fiy. FBL J]J T 503 9 11A R 94J 0 12K /JK B 5M W �J �9 Y]A9 92s 5 Ii0 4WV J3U B !, R:6VAE1 WB 0 —. W @8t tlC W3 W.BtB. 82r 11 131 PI:4L 'L P1gL ! J31M 68T A38 13 13K !J3K !12 WB IN A_.. aA B Bza 1 aD P +2u � xG,1 Oda a aJA �B f R8 3!_wl iRQL PML JW 3 @t0 B� i16 BR ai I!K NKe4 M4 W 34 B 838 3! 156 IPM1YJ Ptl]V Ja E,B QW _ PtlrL 899 0 IBK iPRiL J5K'8 BTB B Bat 8 IE JE' B 1 - 0 NAB Q B12 1 � pMU !BE F�J JBE 1 61 -W� �B BiS 11 E :PML PML ii pd3 B� 9aa 12 m: , JN( 1z w 88 TPT 9IS 1 Im RNU PMU JrD 1 ws B94 2 1 E J]E 2 WS BIT Q RJ PMLI PndL J1J ] W] &8 IM J]K 4 MB B10 5 IE %%U� PtlBU JBD E 8% bdr 0 IBE JBE B Mr eaa ]� IG PMLI PhK Ja1 r em MB 8 I&( . -�. J6K 8 BK 911 8! Q0 PBp JBO 9 1 Bit -B M 81x 10 IBE JBE 462 !iBZ MAB 'B IXit 1 {_NA PtlB� M]L 11 Blt .-6� W 0.2 1S. 91S � J&C ib BIR ]88.. TB5 t 0OB3BQ3 P Sa2 - scz ^ 6021 Y , P01 � 6R. �' W' Amok UP Washington Stab Department of Transport COMMUNICATIONS DSPLAY OUTPUT TERMWALS MtiC PANS. R d1 !-O -0 GO M TG' ' a{1 8Q B43 101 102 t8i PMR PMT P1140 0 3P BI. d 31 G /11 113 IID ! R !.x.'33 G B1 G KG 811 1x5 PM11N 811 II5 PI11Y 5M ]1] 611 6J3 11! IfE 118^ NJ 18 I1K 118 IQE tlt3 811 t11 i1U Pn10 WpN )41 iW PMR4 823 13P WdG sM T42 185 iM FVI@ pMW Cxt v CxpppEL 1 CHANNEL d ,. 'M 0 -G- 9 ..." 881 106 PM1B3!M iR 1Y1 IE 853 �33 1%G R1 i11 pIWd1 6l3 11A R M3 tyi PMG Amok UP Washington Stab Department of Transport COMMUNICATIONS PATCH MtiC PANS. 1 BL Z,H T. U z A G BR Fast TAD a TR4MMi -TA 9 W W9 = NE QATA Cxt v CxpppEL 1 CHANNEL d ,. 9 ..." 1 CIXdIffCMIX9 N' 11 ! SERVICE PANEL M B 6A' t Ab_ G GG w s_e_ i_ 3 PG 9 AUXILIARY PREEMPTION y�am4m vM zal4 weB wnrtxeu m NMx atepMDUTOm O BL Y Y A BL Y Y uu Li es, NOTE: TERMINATE ALL WRING IDENTIFIED AS AG- (BB AND T°3) AT THE AFBUSS SEAL AND COIL ALL SPARE CONDUCTORS AND STORE NEATLY ON THE CABINET FLOOR 1 -405 SG -0-13 1 -5 TO SR 169 STAGE 2 -WIDENING 7 SR 515 INTERCHANGE WIRING TERMINATIONS Id06 SB_OFF RAMP AT co I MR n e5: 0 0 I r' L THE CONTRACTOR SHALL INSTALL THE CONDUITS IN THE LOCATIONS SHCWM IN THESE DETAILS. 2. THE GROUND RODS. DRAIN TILES,ASSOCIATED CONDUITS, AND 104 REBAR-W DEGREE WTH 30" LEGS ARE ONLY REQUIRED IN FOUNDATIONS THAT WILL HAVE EITHER A TRANSFORMER OR SERVICE CABINET INSTALLED ON IT. THE GROUND RODS, DRAIN TILES, ASSOCIATED CONDUITS, AND fib REBAR -b0 DEGREE NTH 30- LEGS CAN BE OMITTED FROM ALL OTHER FOUNDATIONS. (` 3. THE CABINETS SHALL BE ATTACHED TO THE FOUNDATION MATH / STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATIONS. INSTALLATION SHALL BE DONE IN DRY CONDITIONS. BOLTS SHALL EXTEND A MINIMUM OF I T /C' ABOVE CONCRETE PAD, 4. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER OF TAT BOTTOM OF SLAB. 2 ° OTHERWISE. S PLACE ATI la- BEAD OF SILICONE BETWEEN CABINETS AND THE � & SEE STANDARD PLAN J-0e "TYPICAL GROUNDING DETAILS' FOR GROUNDING DETAILS.TAI0 GROUND RODS ARE REQUIRED FOR / FOUNDATION WITH A SERVICE CABINET OR TRANSFORMER CABINET T. INSTALL CONDUITS AS INDICATED IN PLANS. CONDUIT SHALL EXTEND Z' ABOVE THE COUPUNG. >8. CONCRETE SHALL BE CLASS 3000 8, VERIFY DEAD FRONT LOCATION FROM MANUFACTURER PRIOR TO PIACING CONDUIT IN FOUNDATION. \� CONSTRUCTION NOTES / (1 DRIVE GROUND RODS BEFORE PLACING CONCRETE. MOVE ROOM AND GRAIN TILE(S)SMTH COVER(S) AS REQUIRED TO ACHIEVE FULL GROUND PENETRATION. MAINTAIN A G'MINIMUM CLEARANCE BETWEEN GROUND RODS AND Or FROM FOUNDATION EDGE AS DETAILED ON M. PLAN J -BR TYPICAL GROUNDING DETAILS' �2 ALL ORB CONDUITS PENETRATING ALL CABINETS SHALL BE TERMINATED WITH GROUNDING ENO BUSHING AND BONDED TO THE CABINET GROUNDING BUS. AIL PVC CONDUIT PENETRATING CABINET SHALL BE TERMINATED BELL BUSHING. Q3 INSTALL CONDUIT COUPLINGS ON ALL CONDUITS. PLACE COUPUNGS FLUSH NTH TOP OF CONCRETE FOUNDATION. IF PVC CONDUITS ARE SPECIFIED THE 2- CONDUIT STUB AND END BELL BUSHING SHALL NOT BE GLUED TO COUPLING. © 4' DIA.x TB' DEEP SUMP. SLOPE FOUNDATION WITHIN CABINET FOOTPRINT TOWARDS SUMP.W POLYETHYLENE OR COPPER DRAIN PIPE. CONDUIT PLACEMENT LOCATION AREA (TRANSFORMER HIGH VOLTAGE CONDUIT AREA) MELOW VOLTAGE CONDUIT PLACEMENT LOCATION I I I i i I II II I II �I I I I I I C I I I I I 1_ ME- u (TVP 2 PLACES) = I 0 (L THE CONTRACTOR SHALL INSTALL THE CONDUITS IN THE (t{ LOCATIONS SHOWN IN THESE DETAILS, 2, THE GROUND RODS,DRAIN TILES,ASSOCIATED CONDUITHAND !I4 REBAR-SO DEGREE WITH 30' LEGS ARE ONLY REQUIRED IN FOUNDATIONS THAT WILL HAVE EITHER A TRANSFORMER OR SERVICE CABINET INSTALLED ON IT THE GROUND RODH DRAIN > TILES,ASSOCIATED CONDUITS,AND A4 REBAR -90 DEGREE WTH 'LEGS CAN BE OMITTED FROM ALL OTHER FOUNDATIONS. 3. THE CABINETS SHALL BE ATTACHED TO THE FOUNDATION KITH STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S > RECOMMENDATIONS. INSTALLATION SHALL BE DONE IN DRY CONDITIONS BOLTS SHALL EXTEND A MINIMUM OF 1 12" ABOVE THE CONCRETE PAD. 4 REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER OF Y- TAT BOTTOM OF SLAB, 2 ' OTHERWISE 5, PLACE A 1PY'BEAD OF SILICONE BETWEEN CABINETS AND THE FOUNDATION. > 6. SEE STANDARD PLAN d "ttPICAL GROUNDING DETAILS' FOR > GROUNDING DETAILS. TWO GROUND RODS ARE REQUIRED FOR > FOUNDATION WRTH A SERVICE CABINET OR TRANSFORMER CABINET > Z EXTEND CONDUITS AS INDICATED IN PLANS. CONDUIT SHALL Ahl EXTEND 2 "ABOVE THE COUPLING. A 8 CONCRETE MAIL BF CLASS 3000, B VERIFY DEAD FRONT LOCATION FROM MANUFACTURER PRIOR TO PLACING CONDUIT IN FOUNDATION, DRIVE GROUND RODS BEFORE PLACING CONCRETE. MOVE ROOKS) AND BRAN TILE(S)WITH COVER(S)AS REQUIRED TO ACHIEVE FULL GROUND PENETRATION. MAINTAIN A 6-MINIMUM CLEARANCE BETWEEN GROUND RODS AND S' MOM FOUNDATION EDGE AS DETAILED ON STD. PUN J -Be 'TYPICAL GROUNDING DETAILS '. Q ALL DES CONDUITS PENETRATING ALL CABINETS, SHALL BE TERMINATED WITH GROUNDING END BUSHING AND BONDED TO THE CABINET GROUNDING BUS. ALL PVC CONDUIT PENETRATING CABINET SHALL BE TERMINATED BELL BUSHING, O3 INSTALL CONDUIT COUPLINGS ON ALL CONDUITS, PLACE COUPLINGS FLUSH WITH TOP OF CONCRETE FOUNDATION. IF PVC CONDUITS ARE SPECIFIED THE T' CONDUIT STUB AND END BELL BUSHING SHALL NOT BE GLUED TO COUPLING. G4 4 "DIA.x 10 DEEP SUMP. SLOPE FOUNDATION WITHIN CABINET FOOTPRINT TOWARDS SUMP.W POLYETHYLENE OR COPPER BRAIN PIPE. ME/CONDUIT PLACEMENT LOCATION AREA IM (TRANSFORMER HIGH VOLTAGE CONDUIT AREA) LOW VOLTAGE CONDUIT PLACEMENT LOCATION i� I I I I I I II l I I I I I -.[EE y l .-F N (TYP.2 PLACES) PLAN T 2-0 - wI CONTROLLER CABINET CONDUIT PLACEME 11W PREMOLDED "F--I@ 1'-0" MAX. JOINT FILLER 2 MI N ' /."CHAMFER (TYP) (TYP} (TYR) 1" - 2" MAX POLICE PANEL 12" I �•� a 1' -0° MAX. I III wI CONTROLLER CABINET CONDUIT PLACEME 11W PREMOLDED "F--I@ 1'-0" MAX. JOINT FILLER 2 ' /."CHAMFER SLOPE TO (TYP} (TYR) 1" - 2" MAX 12" I �•� I � I I III hl a .i.'.: III,. 1' MAX EA WAIli MISS OP 8 i li I i SECTION NTS W. CONTROLLER CABINET FOUNDATION 1RAUMAN m. MORFORD 7624 1, WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRAD£, OMITTING CHAMFER MERE TOP AND SIDEWALK ABUT. MOUNT TOP SHAM BE FINISHED BY A CONCRETE CONTRACTOR. AND SHALL MEET THE REQUIREMENTS OF SECTION &14,3 IN THE WSDOT STANDARD SPECIFICATIONS 2. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL 4, CONDUIT SIZESIOUANRTIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS. PLUS ONE 2' SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRETE SHALL BE CLASS S(D0. J 6. 2' CONDUIT SHALL BE PLACED FROM THE COMBINED BBSCONTACTOR TO THE CONTROLLER CABINET. T, LOCATE CONDUTS CENTRALLY WITHIN THE CABINETS. 1.446 TM TT +jpD1' 9SI G ®B1F17t3 @i$ ' f J l�% 4'it RELEASED F R CONSTRUCIRON9 SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 2 SEE NOTE 2 - -SHIM TO PLUMB X 4 HOOPS BEE MOM 1 OF (EQUAL SPACES) FRONT VIEW 3 - # 411® I" DIAMETER PL E0. SPA., E4 WAY (ONE PER CABIN SEE NOTE 51 A4 HOOPS - -"@ t'-0' MAX FA WAY GRAN SEE NOTE T -W DIAMETER PLASTIC BRAIN ,SEE NOTE 5 WIOM YOUTH 1" 2" PLAN COMBINED CONTROLLERIBS&GONTACTOR FOUNDATION • 2" 'LL ORIZONTAL 6 1.405 1-5 TO SR 169 STAGE 2 - WIDENING State AND SR 515 INTERCHANGE Lsporta6on CABINET ORIENTATION, CONDUIT U AND FOUNDATION DETAIL 45 co I wil L r L CONTACTOR 5' COBBSI NTACTOR 11 SEE NOTE T -W DIAMETER PLASTIC BRAIN ,SEE NOTE 5 WIOM YOUTH 1" 2" PLAN COMBINED CONTROLLERIBS&GONTACTOR FOUNDATION • 2" 'LL ORIZONTAL 6 1.405 1-5 TO SR 169 STAGE 2 - WIDENING State AND SR 515 INTERCHANGE Lsporta6on CABINET ORIENTATION, CONDUIT U AND FOUNDATION DETAIL 45 co I Ai a LEGEND FOR ITS PLANS EXISTING NEW ® wn W. ® TYPE 1 JUNCTION BOX WTH LOCK (J 40.10-00) 4� Q TYPE 2 JUNCTION BOX WUH LOCK (J- 90.tOL0) Lw ® TYPE 4 JUNCTION BOX (BOOT STANDARD PLAN Y11B) C TYPE 5 JUNCTION BOX (WSDOT STANDARD PLAN J-1113) aM1E0.4 COXRiIX1ER GNREP 0 TYPE B JUNCTION BOX ( ASCOT STANDARD PLAN J.110) DIGITAL VIDEO RECEIVER 0 TYPE 8 JUNCTION BOX (SOOT STANDARD PLAN J .30-M ,FV; ® ITS CABLE VAULT (WSDOT STANDARD PLAN J-90.204*) :PB, ® ITS PULL BOX (ASCOT STANDARD PLAN J40.10 -M :TS+ MP TERMINAL CABINET rLFPy` .i iC FIBER TERMINAL CABINET P #y ® ES CONTROLLER CABINET L 1 TRANSFORMER CABINET aCN YLL ELECTRICAL SERVICE CABINET MANAGED 8 FORT RUGGED RUGGEDCOM. INC CM CONTROLLER CABINET ',.. cue . RENaY£ m evulFYevr .`. ® VMS CONTROLLER CABINET +.. O TYPE R1 ROUND INDUCTION LOOP VEHICLE DETECTOR A MANUFACTURER LOOP VEHICLE DETECTOR ._k Ell CCTV CAMERA -- --- ........ CONDUIT -, ADVANCED WARNING SIGNS 1{'►1 TYPE 2 SIGNAL STANDARD W SIGNAL HEADS - - - -4a- - - f 4� AND BARRIER RAIL AND IN VARIABLE MESSAGE SIGN (VMS) SIGN BRIDGE SB OFF -RAMP BARRIER RAIL. 0 TEMPORARY WOOD POLE 1-5 Y SIR 169 WAVETRONN SMARTSENSOR O HARE NOTE O CONSTRUCTION NOTE ® POLE NUMBER ® 25TA CABLE VAULT �_ ewes ® wn vwrale uESSnae avw cvurwuER waver smw mxvLe YvvE F�eFn aPre CABLES AND MISTED PAIR CABLES THAT HALL NO LONGER BE NEEDED TO OPERATE THE In, 2. PROVIDE AT THE TUMLA HUB: C � ^c aM1E0.4 COXRiIX1ER GNREP INFO NLLT NWE FIBFA aP11C DIGITAL VIDEO RECEIVER OPTELECOM ® m (MrT 8rAlIOIYMNP YE}EK wnwEf FCPC Fam om PATCH WO .____ Fia POWER SUPPLY (FOR HUB CHASSIS) FlPRt LGIIL'IEAMIHOL wuIT MP mmHLE➢ WJR wLE .. - _ .i iC V1400X4DL IFAMWAL wWET CCC CPNMI COXr0.pt wLE L 1 OI aCN YLL V4q COx1ROL G&F MANAGED 8 FORT RUGGED RUGGEDCOM. INC RS90 WUL.200 cue . RENaY£ m evulFYevr o • 9P� g NR t20.4xdilFa aX pB 0{DLK A MANUFACTURER 8 P... PArex Pure COMMUNICATION aP ED Mcrae — RECEIVER SPECIALTIES PPttexYlxAreo PARCx nua RLw 4, SHEET TS-0 AND TSD810 NOT USED. p_f.J RFNP YEIFq AND BARRIER RAIL AND IN GENERAL NOTES hld F.a>.aEV :not w vnn 1. AFTER PROJECT COMPLETION REMOVE ALL EXISTING MUL71410DE AND SINGLE -MODE FIBER OPTIC CABLES AND MISTED PAIR CABLES THAT HALL NO LONGER BE NEEDED TO OPERATE THE In, 2. PROVIDE AT THE TUMLA HUB: ITEM MANUFACTURER MODEUYART NO. QUANTITY DIGITAL VIDEO RECEIVER OPTELECOM 9221DWS4FC T HUB CHASSIS OPTELECOM 9002 i POWER SUPPLY (FOR HUB CHASSIS) OPTELECOM 9XMB 2 EIA422 COMBINER UNIT "CON V1400X4DL 1 1GCHANNEL DIGITAL VIDEO COMMUNICATION PURE DIGITAL FIBERUNK 1 TRANSMITTER SPECIALTIES 3132-F4 MANAGED 8 FORT RUGGED RUGGEDCOM. INC RS90 WUL.200 ETHERNET SWATCH 3. PROVIDE AT THE (SOOT TSMC: ITEM MANUFACTURER MODEL/PART NO. QUANTITY 10CHANNEL DIGITAL VIDEO COMMUNICATION PURE DIGITAL FIBERUNK 1 RECEIVER SPECIALTIES 3133F -8 4, SHEET TS-0 AND TSD810 NOT USED. 3. SEE BRIDGE PUNS FOR CONDUIT IN BENSON BRIDGE SIDEWALK AND BARRIER RAIL AND IN SB OFF -RAMP BARRIER RAIL. hld F.a>.aEV :not w vnn p131'd ^Ia.I SAAAI�®i _ 13111111=111111111 op 1-5 Y SIR 169 STAGE 2 -WIDENING AND SR 615 INTERCHANGE 1101IRMMIIIIIIII 0.1 ml rrS LEGEND AND IT Imr NOTES 1-443 0 ' ,r D . Igo -guild ®CONSTRUCTION NOTES: +° - �ELEASECi F E G{}NMUCTI€ 1. REMOVE AND SALVAGE THE FOLLOWING APPLICABLE ITS EQUIPMENT: CM CAMERA, CAMERA POLE, CC CABINET, ES 25. INSTALL NEW CONDUIT TO AN EXISTING CITY OF RENTON 25-TA VAULT BY EXISITING SIGNAL CABINET N CABINETS, VMS SIGN STRUCTURE, VMS CABINET, RAMP METER SERVICE CABINET, AND TRANSFORMER CABINET. DELIVER TO MDOT NW REGION SIGNAL AND ITS MAINTENANCE SUPERINTENDENT PER SPECIAL PROVISIONS GIVE 26 INSTALL NEW 336 SERIES VMS CONTROL CABINET PER SPECIAL PROVISIONS AND ITS DETAILS ON 050.015,TSD-0IBTSD[ -17. NOTICE FIVE BUSINESS DAYS PRIOR TO DELIVERY. REMOVE ALL FOUNDATIONS ASSOCIATED WITH THE ITS T EQUIPMENT AND RESTORE AREA 27, INSTALL FOUNDATION PER CABINET FOUNDATION DETAILS ON 30.0.19, THROUGH TSD- 24. Nr 2, EXISTING TRANSFORMER CABINET TO REMAIN. 28. REMOVE EXISTING PULL BOX AMID RESTORE AREA. 3. INSTALL NEW RUGGEDCOM RMC30 SERIAL -TO HERNET CONVERTER AND SWITCH BRACKET IN CABINET PER 29. REMOVE EXISTING JUNCTION BOX AND RESTORE AREA Nr SPECIAL PROVISIONS. INSTALL SERIAL CAR LE FROM NWRTER TO THE C2 PORT ON THE 170 CONTROLLER. INSTALL CATS CABLE FROM RMC30 CONVERTER T TCH. W. INSTALL RAMP METER ADVANCED WARNING SIGN, FLASHING WARNING BEACON, POLE AND FOUNDATION PER WSOOT STANDARD PLAN J -7A. 2 4. INSTALL ONE NEW COM�ERN H AND SWITCH IN CABINET PER 31, INSTALL NEW TYPE PAR LOOP VEHICLE DETECTORS IN SPEED -TRAP CONFIGURATION PER ITS DETAILS ON TSD498. TSD60]. TS0008. At Aft FIBER C PROVISIONS. MAKE FIBER CONNE ETWEEN THE PATCH PANEL AND THE SWITCH USING 2 LC1C SINGLE THE SWITCH C SING MODE DUPLEX PATCH CORDS. 2 32 INSTALL THE NEW CONDUITS ON HANGERS PER ITS DETAILS ON TSDA25 AND TSD-0 -28. sea. 5 N '1111111 S. INSTALL ONE NEW 24-PORT (LC) PRE - TERMINATED PATCH PANEL IN CABINET. 33, INSTALL NEW CONDUIT TO EXISTING JUNCTION BOX OR PULL BOX. B INSTALL NEW 334 SERIES ES CONTROL CABINET PER SPECIAL PROVISIONS AND ITS DETAILS ON TSD�15, TW6 15, U. REMOVE EXISTING CABLE VAULT AND RESTORE CONDUIT. SEE ILLUMINATION PLANS FOR EXISTING ITS CONDUITS TO BE FAND TS60.17 USED FOR ILLUMINATION, 7, EXISTING CABLE VAULT TO REMAIN. COIL AND RACK A MINIMUM OF 50PEET OF EACH NEW CABLE INSTALLED IN 35, INSTALL NEW TYPE R1 LOOP VEHICLE DETECTORS PER ITS DETAILS ON TSDU TSDO[7, TSD408. CABLE VAULT W. INSTALL NEW CAMERA CONTROLLER CABINET AND OTHER ACCESSORIES REQUIRED TO MAKE THE CCTV SYSTEM FULLY S. EXISTING PULL BOX TO REMAIN. COIL AND RACK A MINIMUM OF 50FEET OF EACH NEW CABLE INSTALLED IN FUNCTIONAL PER CAMERA CABINET DETAILS ON TSDA14. PULL BOX. N. MOUNT RAMP METER AHEAD SIGN ON EXISTING ADVANCE WARNING RAMP METER POLE. SEE SIGNING PLANS FOR DETAILS. 9. ABANDON EXISTING TERMINAL CABINET. 98. INSTALL PULL BOX W714114 SIDEWALK OFF OF BRIDGE PER WSDOT STANDARD PLAN 0 FOR CITY OF RENTON 10 INSTALL NEW CABLE VAULT HEAR DUN INTERCEPTING EXISTING CONDUIT CROSSING PER MOOT AMD 'COMM. COMMUNICATION CONDUIT SYSTEM. SYSTEM IDENTIFICATION LETTERS SHALL BE "CDR "AND "" OIL STANDARD PLAN J8O20.00. COIL AND RAC A MINIMUM OF SOfEET OF EACH NEW CABLE INSTALLED IN CABLE MINIMUM IN CAB VAULT. 39. INSTALL PULL BOX OUTSIDE OF PAVED AREA PER WSOOT STANDARD PLAN J- 90.1000 FOR CRY OF RENTON COMMUNICATION 2 CONDUIT SYSTEM. SYSTEM IDENTIFICATION LETTERS SHALL BE "COR "AND COMM ". 11. INSTALL ONE NEW RUGGEOCOM ERNET SWITCH AND SWITCH BRACKET IN CCTV CABINET FOR FUTURE °TRAFFIC BUSTER" PROJECT PER PROVISIONS. MARE FIBER CONNECTION BETWEEN THE PATCH PANEL AND Q. INSTALL TYPE MTA VAULT OUTSIDE OF PAVED AREA FOR CITY OF RENTON COMMUNICATION CONDUIT SYSTEM. SEE ITS THE SWITCH USING 2 LC-LC SINGLE MODE DUPLEX PATCH CORDS. DETAILS ON TSDb26 92, MAINTAIN AND PROTECT EXISTING TERMINAL CABINET. 41. INSTALL NEW CABLE VAULT OUTSIDE OF PAVED AREA PER MOOT STANDARD PLAN J .204)0. COIL AND RACK A MINIMUM OF 5DFEET OF EACH NEW CABLE INSTALLED IN CABLE VAULT. 93. SPLICE 48 STRAND SMFO CABLE TO NEW 48-PORT PRE - TERMINATED PATCH PANEL STUB FOR MAINLINE COMMUNICATION. SPLICE STRAND 1-48 OF WE 98 STRAND SMFO CABLE (USED AS TEMP DISTRIBUTION DURING 42 INSTALL CONDUIT BENEATH EXISTING PAVEMENT USING AN APPROVED DIRECTIONAL BORING METHOD PER SPECIAL CONSTRUCTION) TO NEW 48 PORT PRE - TERMINATED PATCH PANEL STUB FOR MAINLINE DISTRIBUTION. PROVISIONS. 14. INSTALL NEW PULL BOX OUTSIDE OF PAVED AREA PER MOOT STANDARD PLAN J- 9DI(M)D 43 ABANDON EXISTING LOOPS. COIL AND RACK A MINIMUM OF SO£EET OF EACH NEW CABLE INSTALLED IN PULL BOX. 44. ABANDON EXISTING CONDUIT. 15. INSTALL NEW CABLE VAULT WITH HEAR DUTY LID PER MOOT STANDARD PLAN J- 80.20.00. COIL AND RACK A MINIMUM OF S FEET OF EACH NEW CABLE INSTALLED IN CABLE VAULT. 45. INSTALL NEW PULL BOX WITH HEAVY DUN UD IN PAVED SHOULDER INTERCEPTING EXISTING CONDUITS PER WSDOT STANDARD PLAN 190.100[. COIL AND BACK A MINIMUM OF !X-FEET OF EACH NEW CABLE INSTALLED IN PULL BOX. 18. INSTALL NEW TYPE R1 LOOP VEHICLE DETECTORS IN SPEED -TRAP CONFIGURATION PER ITS DETAILS ON TSDJLOB, TSD407, TSDO[8. 48. INSTALL PULL BOX PER STANDARD PLAN JAR FOR CITY RENTON COMMUNICATION CONDUIT SYSTEM. NEW PULL BOX SHALL INTERCEPT EXISTING RE I EPT E 2-CONDUIT FOR RENTON SIGNAL INTERCONNECT. ROAM'. LL THE EXISTING TNR IN iT. INSTALL ONE 12 -PORT BACK MOUNTED PATCH PANEL IN SIGNAL CABINET AND TERMINATE iL SMFO. IDEN TI1E NEW 4° CONDUIT SYSTEM. SYSTEM IDENTIFICATION LETTERS SHAH BE "CDR "AND "COMA'. 18. INSTALL ONE OPTELECOM VIDEO TRANSMITTER IN CCTV CABINET.MAKE FIBER CONNECTION TO THE 47. TERMINATE 2 -25 TWP ON 86 BLOCKS IN CCN CAMERA CABINET. PRE - TERMINATED PATCH PANEL USING 1 LOFC SINGLE MODE DUPLEX PATCH CORD. 46. REMOVE EXISTING FULL BOX AND PATCH TO MATCH EXISTING PAVEMENT DEPTH AND MATERIAL.ABANDON EXISTING 19, INSTALL NEW PULL BOX WWI HEAVY DUN UD IN PAVED SHOULDER PER MOOT STANDARD PLAN CABLE AND CONDUITS. J- 93.90.00. COIL AND BACK A MINIMUM OF 50.FEET OF EACH NEW CABLE INSTALLED IN PULL BOX. 49. SIGNAL CONTROLLER CABINET. SEE SIGNAL PLANS FOR CABINET DETAILS. 20. INSTALL NEW CCTV CAMERA ON SIGNAL POLE PER DETAIL ON 030.0.92. INSTALL CABLE AND OTHER ACCESSORIES TO MAKE THE CCTV SYSTEM FUNCTIONAL. W. EXISTING CABLE VAULT TO REMAIN. COIL AND RACK A MINIMUM OF 50.FEET OF EACH NEW CABLE INSTALLED IN CABLE VAULT. SPLICE ALL STRANDS OF NEW MAINLINE COMMUNICATION CABLE TO EXISTING MAINLINE COMMUNICATION CABLE IN 0 21. INSTALL NEW POLE ST SIGNAL SIGNS, AND ALL OTHER TIED THE VAULT. REQUIRED STEM ACCESSORIES REQUIRED TO MAKE THE RAMP METERING SYSTEM FULLY FUNCTIONAL PER ITS DETAILS ON TO THE AMP METERING FUNCTIONAL Q TSD-005. 5t. CAMERA POLE AND FOUNDATION OTHER ACCESSORIES REQUIRED TO MAKE THE 2 INSTALL NEW CCTV CANAL PER CCTV SYSTEM FUNCTIONAL PER fT3 DETAILS ON TSD4Y12, TSPAI3. AND TSD4130. 3.AND a M. INSTALL NEW RAMP METERING STOP BAR PASSAGE AND DEMAND LOOPS PER ITS DETAILS ON TSD43[5, TSD4LO7, 030-0-08_ M. INSTALL ONE NEW 48-PORT (LC) PRE - TERMINATED PATCH PANEL IN CABINET. I 24. EXISTING ES CABINET TO REMAIN, ° NO, ISSUE DATE ISSUE RECORD - DESCRIPTION I DESIGNED BY I ENTERED 9Y 0Memo BY Nu O MANAGER: �2 I.4D5 J. a4uMAN wax S�, I.5 TO SR 15S TSN -0 -02 2 YLMITO REVISIONS PER RFI 060 N.AWO KI.OAEN960N R.ADAMS DESIGN 9 9 TASK LEAD: STAGE 2 - WIDENING 1 MI.. REVISIONS PER "I M31 x.zxA0 rc. LOREwTSBn D. MOPFOwo o. xoRFaRO � Waahingt0n State AND SR 515 INTERCHANGE 0 VXMOP RELEASED PAR CONSTRUDTION -IC w.zPoAO n.awAO a. MORPOwo coMUCr Na. C MIM FINAL DEMON -IC L. o Po.9G0 D. MORPORO PACKAGE: yy!! J} M Department of Transportation a d7!]M00' FINAL DESIGN -19 x..O N. YRAO D. MORFORD ITS LEGEND AND NOTES 764.°r ) 8_ 'ry° RFC - 16 ,. PP.- --l- -.1., ., ....,. ......., ......e-..m.. 7624 ( ---- if 14111 Aftk as Washington State tment of Transportation 1405 TSN -04 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE 4.( ITS LEGEND AND NOTES 0 CONSTRUCTION NOTES (CONTINUED): mom BY 52. SPLICE 4 PORT PRE-TERMINATED PATCH PANEL STUB TO THE 249 SMFO DISTRIBUTION CABLES IN THE CABLE VAULT PER pE8i0N o FIBER DISTRIBUTION DIAGRAM ON TSD-0tlt THROUGH TSDO44 AND FIBER SPLICE DETAILS ON TSD{ 8 TSD -040. PROVIDE #al�y�l♦ C4_ N. M60 SPLICE ENCLOSURE. J. BAUMAN 58. SPLICE 24PORT PRE -TERMINATED PATCH PANEL STUB TO THE 2 -96 SMFO DISTRIBUTION CABLES IN THE CABLE VAULT PER Nr W. FIBER DISTRIBUTION DIAGRAM ON TSD401 THROUGH TSDOJM AND FIBER SPLICE DETAILS ON IN 67. TSDOO9 & TSD-D10.. PROVIDE SPLICE ENCLOSURE. 54. SPLICE 1-6B.1 (LATERAL TO SIGNAU TO THE 48 -PORT PRE - TERMINATED PATCH PANEL STUB IN THE CABLE VAULT N.2HAO 08, PER FIBER DISTRIBUTION DIAGRAM ON TSDO-01 THROUGH TSD-0 AND FIBER SPLICE DETAILS ON TSD-0 & DEMON TSDA10. PROVIDE SAUCE ENCLOSURE. to%. N.8H60 INSTALL NEW 4BOV- 1201240V TRANSFORMER AND CABINET FOR ITS EQUIPMENT PER TRANSFORMER DETAILS ON T. LE 88. TSD418. SEE ILLUMINATION PLANS FOR TRANSFORMER RATING AND CONTINUATION OF POVrER. 1 AMMO 50. SPLICE 4 PORT PRE -TERMINATED PATCH PANEL STUB TO THE 249 SMFO DISTRIBUTION CABLES IN THE CABLE VAULT PER . 70. FIBER DISTRIBUTION DIAGRAM ON TSDJIJII THROUGH TSDO AND FIBER SPLICE DETAILS ON TSD406 8 TSDO.10. PROVIDE . 0 BY1Ld9 SPLICE ENCLOSURE. ■ 57. SPLICE 4 PORT PRE - TERMINATED PATCH PANEL STUB TO THE 96 SMFO DISTRIBUTION CABLES IN THE CABLE VAULT PER PACKAGE: 71. FIBER DISTRIBUTION DIAGRAM ON TSD401 THROUGH TSDAJM AND FIBER SPLICE DETAILS ON TSDJWB b TSDJ 10.PROVIDE FINAL. DESIGN. 1C. KPFAD SPLICE ENCLOSURE. o. MORFORD 5B. INSTALL NEW TYPE WR LOOP VEHICLE DETECTORS PER WIDE LOOP (OR MODIFIED WIDE LOOP) DETAILS ON TSDO08, 9 OrnEA6 FINAL DESIGN -1G TSDfi ,TSD-008 M.LN0 59. INSTALL NEW VMS SIGN ON NEW SIGN BRIDGE STRUCTURE PER SPECIAL PROVISIONS AND SIGN STRUCTURE DETAILS. SEE SIGNING DETAILS FOR ADDITIONAL GUIDE SIGNS ON SIGN BRIDGE STRUCTURE -: W. EXISTING FIBER OPTIC TERMINAL CABINET TO REMAIN. REMOVE IXISTING 25 TAP AS SHOWN ON THE DISTRIBUTION DIAGRAM AND TERMINATE NEW 25 TWP TO Id05 NORTH ON SB BLOCKS, REPLACE 2 IXISTING 4 0-PORT PRE - TERMINATED PATCH PANELS (FC) FOR 1405 NB MAINLINE COMMUNICATION AND DISTRIBUTION W TH 2 NEW 4 PORT PRE - TERMINATED PATCH PANELS RC), 61, DUSTING CCTV CAMERA CABINET TO REMAIN. 62. DUSTING CCTV CAMERA AND POLE TO REMAIN. 7624 ( ---- if 14111 Aftk as Washington State tment of Transportation 1405 TSN -04 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE 4.( ITS LEGEND AND NOTES 88. EXISTING CABLE VAULT TO REMAIN. mom BY 54. REMOVE & SALVAGE EXISTING CGTV CAMERA. DELIVER TO WSDOT NW REGION SIGNAL AND ITS MAINTENANCE pE8i0N o SUPERINTENDENT PER SPECIAL PROVISIONS. GIVE NOTICE 5 DAYS PRIOR TO DELIVERY. INSTALL NEW CAMERA ON EXISTING REA &MI PER AN, p9B. N. M60 CAMERA POLE AND FOUNDATION PER ITS DETAILS TSD-012 AND TSD-018 USING APPROPRIATE ADAPTER PLATE: J. BAUMAN 35. RE -USE EXISTING TRANSFORMER AND CABINET FOUNDATION. 4 OMMM, .... W. SEE SPLICE DETAIL ON SHEET TSDO09. KtDREN1e0. 67. REPLACE MISTING JUNCTION BOX WTH A NEW TYPE 5 JUNCTION BOX IN PAVED SHOULDER INTERCEPTING EXISTING E OBNW1 CONDUITS. N.2HAO 08, SPLICE 2A-PORT PRE - TERMINATED PATCH PANEL STUB TO THE 248 SMFO DISTRIBUTION CABLES IN THE CABLE DEMON VAULT PER FIBER DISTRIBUTION DIAGRAM ON TSD l THROUGH TSDd AND FIBER SPLICE DETAILS ON PEVI,RHIM PFA RFI.IfW N.8H60 TSDJIJR. PROVIDE SPLICE ENCLOSURE. T. LE 88. PULL BACK IXISTING 1-08 SMFO DISTRIBUTION CABLE FROM 10SWOU170 TO NEW CABLE VAULT AND SPLICE TO 1 AMMO REVIepp PFA RR aMl NEW 148 SMFO DISTRIBUTION AND PATCH PANEL STUBS DURING APPROVED ITS OUTAGE. KLOAEPIiEOw 70. INSTALL ONE NEW RUGGEDCOM RS910 ETHERNET SWITCH AND SWITCH BRACKET IN CABINET PER SPECIAL PROVISIONS. P 0 BY1Ld9 MAKE FIBER CONNECTION BETWEEN THE PATCH PANEL AND THE SWTCH USING 2 LC-LC SINGLE MODE DUPLEX PATCH K3 o mama CORDS. PACKAGE: 71. INSTALL AXIS Q7401 VIDEO ENCODER IN SIGNAL CABINET. FINAL. DESIGN. 1C. KPFAD KffO o. MORFORD 72, INSTALL 2" CONDUIT AND CONDUIT RISER UP THE PSE POLE. 9 OrnEA6 FINAL DESIGN -1G N.L o M.LN0 71 CONNECT TO DUSTING CITY OF RENTON 1 10 ITS CONDUIT SYSTEM. 74 RAMP METER FLASHING BEACON POLE AND FOUNDATION INSTALLED PER WSDOT STANDARD PLAN .L7A EXCEPT FOUNDATIONS ARE NOT FLUSH VBTH ISLAND SURFACE. THE CONSTRUCTED 5 1r MAXIMUM HEIGHT TO SLIP PLATE IS CONSIDERED NONSIGNIFICANT AS IT IS LOCATED BEHIND A 6' CURB, 7624 ( ---- if 14111 Aftk as Washington State tment of Transportation 1405 TSN -04 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE 4.( ITS LEGEND AND NOTES NO. ISSUE DATE MSUE RECORD - DESCRIPTION mom BY ENIERFD BY CHECKED BY pE8i0N o 6 MH.414. REA &MI PER AN, p9B. N. M60 K W i8 REN0N J. BAUMAN MAXAOER'. 4 OMMM, .... RBMBpED X.9YP KtDREN1e0. A.0 IJ..MM E OBNW1 AEYISIPH PER Rn bT3 N.2HAO K. LORENr9oX C. HEANooEMES DEMON E OMWIP PEVI,RHIM PFA RFI.IfW N.8H60 KLOREMBON T. LE Tq&N lEi m 1 AMMO REVIepp PFA RR aMl MENFP KLOAEPIiEOw O. MORsom M. zMAO P 0 BY1Ld9 RF1FA8® FOR OONiYRU.LoN -1C K3 o mama O. MORFBRD PACKAGE: MAHM FINAL. DESIGN. 1C. KPFAD KffO o. MORFORD 9 OrnEA6 FINAL DESIGN -1G N.L o M.LN0 D. MORMRD 7624 ( ---- if 14111 Aftk as Washington State tment of Transportation 1405 TSN -04 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE 4.( ITS LEGEND AND NOTES R • R{JM1I /HAS CONDUIT INNERQUGT CONDUCTOR NOTES E%ISPNG NEW EpSRNG ITS WIRE NOTES NEW 16 4 "PVC SCh140 A _ t-0B SMFO MAINLINE COMMUNICATION L R N CONDUIT 1-25 TWP INNERDUCT CONWCTOft NOTES EMPTY 4•PVC SCH4p A 1-86 SMFO E%ISPNG NEW EXISRNG NEW EkISTWG � EMPTY NEW 3 "PVC SCH80 12-96 SMFO I 4 "PVC SCH80 TPVC SCH80 A 9 -08 SMFO _ __ MAINLINE COMMUNICATON ttl i ' B 1 -25 TWP VOICE DATA COMMUNICATION 1-0B SMFO MAINLINC COMMUNICATION g t -25 TWP C,D G,D EMPTY EMPTY 4 "PVC SCH80 4 °PVC SCH80 A VIDEO DATA DIS1TtIBUTiON 1.96 SMFO VIDEO DATA DISTRIBUTION EMPTY TPVC SCH80 --- _ -�� - B,C,D SPARE 18 EMPTY TPVC SCH80 248 SMFO VIDEO DATA DISTRIBUTION 2 °PVC SCH80 i' SPARE 2R8 CONNECT EX POWER TO NEW CABINET 21 T 2 iCGC 4 "PVC SCH80 22 A 2 °PVC SCH40 i -08 SMFO MAINLINE COMMUNICATON 1,18 STUB PRE-TERMINATED PATCH PANEL STUB TPVC SCH40 B i- 261VYP VOICE DATA COMMUNICATION 23 TPVC $CH40 i-0B STUB PRE - TERMINATED PATCH PANEL STUB C,D TPVC SCH40_ EMPTY � - - - -- _ i SPARE 24 4 "PVCSCH80 A I 1-96 SMFO VIDEO DATA DISTRIBUTION I 2 "PVC SCH80 B,C,D _ 1-cATB EMPTY 2 "PVC SCH80 3 ii 28 A 148 STUB EX PRE - TERMINATED PATCH PANEL STUB FROM FTC iLCC B CONTROL 1-08 SPJB 2lb REPLACE EX PRE - TERMINATED PATCH PANEL STUB FROM FTC 1�CCC CAMERA SPARE C CABLE 1 -251WP EX VOICE DATA COMMUNICATION TO F405 -SO "SIGNAL CONL%JIT. SEE SIGNAL PLAN SG-0-0Ba, RIAd N1 i AND 1139 FOR ApwinNAL WIRES IN THE CONDUR _ - -- O_ �A E% PRE - TERMINATED PATCH PANEL STUB FROM FTC � 4'PVC SCH4f1 ®" TWP 9-08 STUB 148 STUB REPLACE EX PRE - TERMINATED PATCH PANEL STUB FROM FTC SCH40 EMPTY FOR CRY OF RENTON 29 a 9 -25PNP REMOVE EX VOICE DATA COMMUNICATION TO I405 NORTH TPVC SCH40 SPARE C - -- __ 4 °PVC SCH80 1 -0B STUB EX PRE-TERMINATED PATCH PANEL STUB FROM FTC 4 "PVC SCHBp EMPTY FOR CITY OF RENTON D TPVC 148 STUB EX PRE - TERMINATED PATCH PANEL STUB FROM FTC POWER TO CABINET 3.5'PVC SCH40 18- 2C(SH) LOOP LEA0.1N5 4. A I 3 "PVC SCFf40 1-25TWP VOICE DATA COMMUNICATION TY71d05 NORTH 11- 2C/SH} LOOP LEA6INS 32 B,C,D � EMPTY SPARE TPVC SCH40 2-3C RAMP METER AHEAD SIGN FLASHING BEACON 31' A, B,C,D 2FC RAMP METER SIGNAL SPARE _TPVC SCHdO &2C(SH) LOOP LEA0.NJS TPVC SCH40 4 4 "PVC SCH40 RAMP METER SIGNAL A 34 1 -08 SMFO MAINLINE COMMUNICATION 18- SC(SH) LOOP LEAQJN$ 35 2 "PVC SCH40 B 2SC i 1 -25 TWP VOICE DATA COMMUNICATION 3.5 "PVC SCH80 162C(SH) LOOP LEAD4N5 C,D 2 °PVC SCH80 EMPTY 6- 2C(SH) LOOP LEAD-INS ST 3 "PYC SCH80 14 "PVC SCH40 12- 2C(SH} A B,C,D 1 -96 SMFO VIDEO DATA DISTRIBUTON EMPTY SCFi6p SPARE � 2 °PVC SCH80 &2CfSH) LOOP 6EA0.KJ5 TPVC SCHBO 5 TPVC SCH40 SPARE 39 9 -96 SMFO VIDEO DATA DISTRIBUTION -0 -2C(SI B- LOOP LEADTNS 148 SMFO SPARE 2°PVC SCH40 - __ -� -- SPARE 8 i ' TPVC SCH40 1-96 SMFO VIDEO DATA DISTRIBUTION 148 SMFO 2 °PVC SCH40 — 1E SMFO DATA LATERAL FROM CCTV GA8INET TO SIGNAL CABINET l SCH80 i 9 -8 SMFO DATA LATERAL FROM CCN CABINET TO SIGNAL CABINET SCH80 SPARE B SCf180 2 -3C RAMP METER AHEAD SIGN FL_AS_I.9_WG BEACON SCHSO SPARE 9 !2" !Z-PVC i -CCC iCCC REPLACE EX CAMERA CONTROL CABLE REMOVE EX 2SMF0 148 STUB PRE - TERMINATED PATCH PANEL SRJB 10 SCH40 iF SMFO DATA LATERAL FROM CCN CABNETTO SIGNAL CABINET i-CCC CAMERA CONTROL CABLE 11 SCH40 EMPTY FOR CITY OF RENTON tRE INTO WSQOT SYSTEM) 12 TPVC SCH40 1-3C RAMP METER AHEAD SIGN FLASHING BEACON 13 TPYC SCH40 — 1-3C RAMP METER AHEAD SIGN FLASHING BEACON 14 4 "PVC SCH40 A 1 -08 SMFO MAINLINE COMMUNICATION B 1-25 TWP VOICE DATA COMMIMJICAPON EMPTY 4 "PVC SGH40 A 1-86 SMFO VIDEO DATA DISTRIBUTION B,C,D EMPTY 15 4 "RCS A 146 SMFO MAINLINE COMMUNICATION B 1-25 TWP VOICE DATA COMMUNICA BON C,D EMPTY 4' RGS A 1-96 SMFO - VIDEO DATA DISTRIBUTION -- B,C,D EMPTY W. 18811E DATE ISSUE RECORD - DESCRIPnoN DE81YRE0 BY ENPEItlO BY CHECKED !Y DESNBN BAORAN ^8°'� uo• °1AU8 0pN li:90 0 " eagOR'' II 1 I ' � 1 t R B Washington State DaRBYtlnint Of TIaRspo1'ta60n 1-4DS I°5 TO SR 169 STAGE 2 - WIDENING AND SR SSS INTERCHANGE TSN -0.04 MARAOER: 10 'AMRI 9 08@1.1 REWDED .. KLORENYRON N.}HAO J. 8 Man REVISION! PER RFIMTS PLLNO KLORENtiON C. RERROOENES ONKiN LEAD: RCRFORD t 0R1dN0 REN91pN8 PER WFlPGB E .109 N.i o IL WRY mo. T.LE TASK 0 901ELW RE6EABED FOR CONSRUCTNIN -1C N.H N.&A0 O. NORFORD D. ynppl, -r xo. 7624 �y 00�� ° ^s�° C MIME ml LL DEN" -1C KZMD N.8111AO O. NORFORO PAOKAOE: a CUM09 Emu. DESIGN -1a N.91A0 N.MMO D. mm. ITS WIRE NOTES A @i01g9 PRELIRWAAY DENOR N.ldiF.O N.DUO 0.YORFORD R{JM1I /HAS CONDUIT INNERQUGT CONDUCTOR NOTES E%ISPNG NEW EpSRNG NEW EXISTING NEW 16 4 "PVC SCh140 A _ t-0B SMFO MAINLINE COMMUNICATION 9 1-25 TWP VOICE DATA COMMUNICATION CP EMPTY 4•PVC SCH4p A 1-86 SMFO VIDEO DATA DISTRIBLTON B,G,D � EMPTY it 3 "PVC SCH80 12-96 SMFO VIDEO DATA DISTR83URON TPVC SCH80 SPARE ttl i ' 4-PVC SCH80 A 1-0B SMFO MAINLINC COMMUNICATION g t -25 TWP VOICE QATA COMMUNICATION G,D EMPTY 4 "PVC SCH80 A 9-96 SMFO VIDEO DATA DIS1TtIBUTiON B,C,D EMPTY TPVC SCH80 --- _ -�� - SPARE 18 TPVC SCH80 248 SMFO VIDEO DATA DISTRIBUTION 20 i' 2!!8 2R8 CONNECT EX POWER TO NEW CABINET 21 T i-CCC iCGC REPLACE EX CAMERA CONTROL CABLE 22 2 °PVC SCH40 1,18 STUB PRE-TERMINATED PATCH PANEL STUB TPVC SCH40 SPARE 23 TPVC $CH40 i-0B STUB PRE - TERMINATED PATCH PANEL STUB TPVC SCH40_ � - - - -- _ i SPARE 24 TPVC SCH46 2kg ' POWER TO CABINET 25 I 2 "PVC SCH80 _ 1-cATB _- 2 "PVC SCH80 SPARE 28 2 "PVC SCH40 i i -CP,T6 2la TPVC SCH40A iLCC CAMERA CONTROL CABLE 2lb 3 "PVC SCH40` 1�CCC CAMERA CONTROL CABLE "SIGNAL CONL%JIT. SEE SIGNAL PLAN SG-0-0Ba, RIAd N1 i AND 1139 FOR ApwinNAL WIRES IN THE CONDUR _ - -- � 4'PVC SCH4f1 TWP CITY OF RENTON SIGNAL INTERCONNECT 4 "PVC SCH40 EMPTY FOR CRY OF RENTON 29 2 °PYC SCH40 9-CATS DATA LATERAL FROM CCTV TO SIGNAL CABINET TPVC SCH40 SPARE � - -- __ 4 °PVC SCH80 NIP CITY OF RENTON SIGNAL INTERCONNECT 4 "PVC SCHBp EMPTY FOR CITY OF RENTON 31 i TPVC SCH40 2a8 POWER TO CABINET 3.5'PVC SCH40 18- 2C(SH) LOOP LEA0.1N5 3 "PVC SCFf40 11- 2C/SH} LOOP LEA6INS 32 3 "PYC SCH40 � SPARE TPVC SCH40 2-3C RAMP METER AHEAD SIGN FLASHING BEACON I 2FC RAMP METER SIGNAL _TPVC SCHdO &2C(SH) LOOP LEA0.NJS TPVC SCH40 2bC RAMP METER SIGNAL 34 3,5-PVC SCH80 18- SC(SH) LOOP LEAQJN$ 35 2 "PVC SCH40 2SC RAMP METER SIGN_A_L � 3.5 "PVC SCH80 162C(SH) LOOP LEAD4N5 2 °PVC SCH80 6- 2C(SH) LOOP LEAD-INS ST 3 "PYC SCH80 12- 2C(SH} LOOP LEA0.NS TPVC SCFi6p SPARE � 2 °PVC SCH80 &2CfSH) LOOP 6EA0.KJ5 TPVC SCHBO __ -- R{JM1I /HAS CONDUIT INNERQUGT CONDUCTOR NOTES E%ISPNG NEW EpSRNG NEW EXISTING NEW 16 4 "PVC SCh140 A _ t-0B SMFO MAINLINE COMMUNICATION 9 1-25 TWP VOICE DATA COMMUNICATION CP EMPTY 4•PVC SCH4p A 1-86 SMFO VIDEO DATA DISTRIBLTON B,G,D � EMPTY it 3 "PVC SCH80 12-96 SMFO VIDEO DATA DISTR83URON TPVC SCH80 SPARE ttl i ' 4-PVC SCH80 A 1-0B SMFO MAINLINC COMMUNICATION g t -25 TWP VOICE QATA COMMUNICATION G,D EMPTY 4 "PVC SCH80 A 9-96 SMFO VIDEO DATA DIS1TtIBUTiON B,C,D EMPTY TPVC SCH80 --- _ -�� - SPARE 18 TPVC SCH80 248 SMFO VIDEO DATA DISTRIBUTION 20 i' 2!!8 2R8 CONNECT EX POWER TO NEW CABINET 21 T i-CCC iCGC REPLACE EX CAMERA CONTROL CABLE 22 2 °PVC SCH40 1,18 STUB PRE-TERMINATED PATCH PANEL STUB TPVC SCH40 SPARE 23 TPVC $CH40 i-0B STUB PRE - TERMINATED PATCH PANEL STUB TPVC SCH40_ � - - - -- _ i SPARE 24 TPVC SCH46 2kg ' POWER TO CABINET 25 I 2 "PVC SCH80 _ 1-cATB _- 2 "PVC SCH80 SPARE 28 2 "PVC SCH40 i i -CP,T6 2la TPVC SCH40A iLCC CAMERA CONTROL CABLE 2lb 3 "PVC SCH40` 1�CCC CAMERA CONTROL CABLE "SIGNAL CONL%JIT. SEE SIGNAL PLAN SG-0-0Ba, RIAd N1 i AND 1139 FOR ApwinNAL WIRES IN THE CONDUR _ - -- � 4'PVC SCH4f1 TWP CITY OF RENTON SIGNAL INTERCONNECT 4 "PVC SCH40 EMPTY FOR CRY OF RENTON 29 2 °PYC SCH40 9-CATS DATA LATERAL FROM CCTV TO SIGNAL CABINET TPVC SCH40 SPARE � - -- __ 4 °PVC SCH80 NIP CITY OF RENTON SIGNAL INTERCONNECT 4 "PVC SCHBp EMPTY FOR CITY OF RENTON 31 i TPVC SCH40 2a8 POWER TO CABINET 3.5'PVC SCH40 18- 2C(SH) LOOP LEA0.1N5 3 "PVC SCFf40 11- 2C/SH} LOOP LEA6INS 32 3 "PYC SCH40 � SPARE TPVC SCH40 2-3C RAMP METER AHEAD SIGN FLASHING BEACON I 2FC RAMP METER SIGNAL _TPVC SCHdO &2C(SH) LOOP LEA0.NJS TPVC SCH40 2bC RAMP METER SIGNAL 34 3,5-PVC SCH80 18- SC(SH) LOOP LEAQJN$ 35 2 "PVC SCH40 2SC RAMP METER SIGN_A_L � 3.5 "PVC SCH80 162C(SH) LOOP LEAD4N5 2 °PVC SCH80 6- 2C(SH) LOOP LEAD-INS ST 3 "PYC SCH80 12- 2C(SH} LOOP LEA0.NS TPVC SCFi6p SPARE � 2 °PVC SCH80 &2CfSH) LOOP 6EA0.KJ5 TPVC SCHBO SPARE 39 TPVC $GH9p -0 -2C(SI B- LOOP LEADTNS TPVC SCH80 SPARE E I f i A 4 E M °a Al Yffd f/ v 4 - - -- -rav=e -%w �f iJ 1: I � I� f, qYV t j1...1 t7 j I li: ,� fl :. A �. / �f1.SEE SHEET TSN -661 FOR LEGEND Z. SEE SHEET TSN -602 S TSN-009 FpR CONSTRUCTION NOTES 3.SEE SHEET TSN-0 THROUGH TSN-0 7 FOR HARE NOTES 4 4.SEE SHEET TSD-001 THROUGH TS0. FOR DISTRIBUTION DIAGRAM J I. &SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POWER DISTRIBUTION SCHEMATIC nr rrr`.n m �A I t j r Jv I Fnr._._ - ---------- . ytI + I\ t4 \ l '1 II I E vtI X17 I I� f, qYV t j1...1 t7 j I li: ,� fl :. A �. / �f1.SEE SHEET TSN -661 FOR LEGEND Z. SEE SHEET TSN -602 S TSN-009 FpR CONSTRUCTION NOTES 3.SEE SHEET TSN-0 THROUGH TSN-0 7 FOR HARE NOTES 4 4.SEE SHEET TSD-001 THROUGH TS0. FOR DISTRIBUTION DIAGRAM J I. &SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POWER DISTRIBUTION SCHEMATIC nr rrr`.n m �A I t j r Jv I Fnr._._ - ---------- . i t eta � t i w 4 4 0 (0 IN SLaIE W fEFf 1405 1-5 TO SR 169 A Snn. STAGE 2 -WIDENING iRg of Transportation AND SR 515 INTERCHANGE ITS PLAN t, �t t &,z3 ytI + I\ t4 \ °O _tom i t eta � t i w 4 4 0 (0 IN SLaIE W fEFf 1405 1-5 TO SR 169 A Snn. STAGE 2 -WIDENING iRg of Transportation AND SR 515 INTERCHANGE ITS PLAN t, �t t &,z3 CO MR r r: Oi E BCPLE W FEEL —69k 4240 ----------------- GENERAL NOTES' 1. SEE SHEET TSN-0 l FOR LEGEND 2. SEE SHEET TSN4WX & TSN-0 FOR CONSTRUCTION NOTES 3. ME SHEET TSN-0 THROUGH TSN-0 7 FOR WIRE NOTES 4. SEE SHEET TSDA01 THROUGH TSDL FOR DISTRIBUTION DIAGRAM 5. SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POWER DISTRIBUTON SCHEMATIC i" ENU AVE 3 tzz 445 L-43 245-- st NEWS% GOY HALL TJ B"S Ave B NNAW -AVE A- BENSON R6 &P AS . .... . ..... , gyp- !!2E ak 'ALRA, BASE —69k 4240 ----------------- GENERAL NOTES' 1. SEE SHEET TSN-0 l FOR LEGEND 2. SEE SHEET TSN4WX & TSN-0 FOR CONSTRUCTION NOTES 3. ME SHEET TSN-0 THROUGH TSN-0 7 FOR WIRE NOTES 4. SEE SHEET TSDA01 THROUGH TSDL FOR DISTRIBUTION DIAGRAM 5. SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POWER DISTRIBUTON SCHEMATIC i" ENU AVE 3 tzz 445 L-43 r: E 0 m Em im 9CPLE IN FEET NO. MSUE DATE MSVE RECORD:- OESCRAMON OESMNEO $M... ENIEREO $Y...... CNECMEO' -HY lommeN iMV mI Re mare , , y I , N„WIOER: H,hW' _? I,. ' 9 1 1-405 x_05 1MVIMN ,n Mn ®R l.`! I -5 TO SR 159 1,.. ®... OESKIN TASK 1 : STAGE Z ° WIDENING 2 1 IMM m6'NHO RW510 9 PER "I KM REVMIONS PEP RF18RW NANO K. o KLORENBON c.SMNE S. LE 0.MORFORD m* + ^� F y Vftshl110i091 State AND 5R 515 INTERCHANGE ` & :r° � ®EpRYOI1$Ri'Oi TYSR$POIi3YIOfl �� m SEO FOR CIXtl$TRVE910M -iE No .0 M.B O N.do O. MORFdi➢ PACIUOE: 7524 Apga 4 py gd ® 3 $ WMAm mmmAm PIw,�Rmow .le FINAL w.uNO w.awo D. MEKPORe _ RFC -1C ,. ITS ALAN • 4e GENERAL NOTES: 1. SEE SHEET TSN-0 l FOR LEGEND 2. SEE SHEET TSN-0 & TSNA03 FOR CONSTRUCTION NOTES 3. SEE SHEET TSNA THROUGH TSN-0 FOR MRS NOTES 4. SEE SHEET TSD401 THROUGH TSD-0 FOR DISTRIBUTION DREW 5. SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POJJER DISTRIBUTION SCHEMATIC 0 I00 SOALE IN "ET I I "I' , SHP- SOUT -119mNo T 40 MORTHBOUNO 1.605 .. . . . . . . . . OFF-N Mp 16 GENERAL NOTES: 1. SEE SHEET TSN-0 l FOR LEGEND 2. SEE SHEET TSN-0 & TSNA03 FOR CONSTRUCTION NOTES 3. SEE SHEET TSNA THROUGH TSN-0 FOR MRS NOTES 4. SEE SHEET TSD401 THROUGH TSD-0 FOR DISTRIBUTION DREW 5. SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POJJER DISTRIBUTION SCHEMATIC 0 I00 SOALE IN "ET I I "I' , n 1 N E GENERAL NOTES: 1, E SHEET TSNAOI FOR LEGEND 12 2. SEE SHEET TSN 2 & TSN4 FOR CONSTRUCTON NOTES 3. SEE SHEET TSNU THROUGH TSNAOT FOR HARE NOTES 3S �, 4. SEE SHEET TSD l THROUGH TSD004 FOR DISTRIBUTION DIAGRAM 5 SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND POWER DISTRIBURON SCHEMATIC NOt1+ER WSti .'� d � 1 Y�S - Fb633R 12 \fA , Y A v nr: r- Fl rc A ; GarMBpCigpQ 7624 a 1 4 _ _ F l' l(a I.. i � L r 1 ; CCTV3L 4 n'� fib f" 1/ n, q 306v t Is H (C"C #u) 33) yaN 18 'S f 33 3 a eo W 3 aeuE M FEET i 1-5 TO SR 169 AND SR 516 INTERC �M I 7A Srs ------- 41. GENERAL NOTES: 1. SEE SHEET TSNA l FOR LEGEND 2. SEE SHEET TSN-0 & TSNd FOR CONSTRUCTION NOTES 3, SEE SHEET TSN-004 THROUGH TSNA FOR WIRE NOTES 4, SEE SHEET MDO01 THROUGH TSD FOR DISTRIBUTION DIAGRAM 5. SEE ILUUMINAMON PLANS FOR SERVICE LOCATION AND POWER DISTRIBUTION SCHEMATIC 5 pUqEy DRNE "u"m m MRFORD SHEET T 049 NOT USED mm�� IT "'T J, 1-5 TO SR 169 STAGE 2 -WIDENING AND SIR 515 INTERCHAN13E N, "u"m m MRFORD SHEET T 049 NOT USED mm�� IT "'T J, 1-5 TO SR 169 STAGE 2 -WIDENING AND SIR 515 INTERCHAN13E �"Qmdor Des, n.-Svjj' GENERAL NOTES. 6 RELEASED F I � SEE SHEET TSNl FOR LEGEND Co UCTIO 2, SEE SHEET TSN-002 & TSN-G40 FOR CONSTRUCTION NOTES 10 & SEE SHEET TSN-DM THROUGH TS" 07 FOR WIRE NOTES sift 4, SEE SHEET TSD-0-0l THROUGH TSDU FOR DISTRIBUTION DIAGRM a* % 5, SEE ILLUMINATION PLANS FOR SERVICE LOCATION AND PUINER DISTRIBUTION SCHEMATIC –;so aw qQ 'n P9 a 12 J'el frep oo� 1101.00- In 'e, W s' $NEU NOT USED E M nen. W. ISSUE DATE ISSUE RECORD DESCRIPTION DESIGNED BY ENTERED IT CHECKED BY ONION xeaax 4T° W"GER 1406 DESIGN TS-0-10 J. IMMAN 1-5 TO SR 169 T.. LEAD: STAGE 2 - WIDENING Washington State D. MORWORD AND SR 515 INTERCHANGE --0 MEMAN RELEASED FOR 00�1014 -IC HwZMO K ZMo O. MORFORD PACKAGE: Department of Transportation 7- "MME .. MON. - Ic x.nu0 N.DiAO 7624 :�23 A --lulice PREUMIM" ONIEN K o KZMAO D.Moerchd 1C ITS PLAN — I co 1-486 b6 TO 5R 166 TS411 �'o' t STAGE 3 - WIDENING x HEWTASK Washln8ton 88ate p Trnnapoxfntlon AND SR 676 INTERCHANGE a RFJa M MR coxamo = -x of .Dapnekeeenf 6 X FNAL X Qm .w Ka o Kz Q o.sroRFOw RFC - 1C ITS PLAN R FREL®1PRY9 m KS o KzI 9.WRMW co • r 0 0 0 FBiYlD CC$'18 CG1VEtt T auxc k, , SABLE r� I TO 1405 SR 751 -------- .I .I INTERCHANGE+ . ti ____________ PILL 80X ` TO SR 1dY__. NOTE: 1. NOT O11 CIBLE V LYS NN RRL BOXES ANE &0VM CN TIIS SCNPNKSC. 3. SEE ENM TEEZ NN TSI 1Q RN STUICE DETAILS S SEE AN..S , FO0. E. CABLE VAULT ----------- I -.L i r I z iEMBERSOWnc i TEMWAL CARPI - OOBNBOYM TS-0-00 RENTON FCC - MAINLINE GABLE VAULT* .-- v__ --------------------------------------- _------------------- I4m'v ___.._....-'.. _.._. -------------- ( ABSYfOW_ --------------------------------- __ _______________ y -• Euao* i ______ __ _______ _________________ _ ____ aM9 _•____I I _________ PILL BOk# TS -0-01 ITS DISTRIBUTION DIAGRAM m_ P - =g-. P. g P7-. r Tv q RENTON FCC - DISTRIBUTION 1.406 Corr dDr D sign -Pt iftderS. RELEASED FOR. CONSTRUCTION ____145i4tYM _________ r �4__1_.__{ CCN-0IBY TS -0.02 MANAGM J. RAURAN u BEN NO uy� ti O +...L. ' r 1 f W. °. 1405 T9Dii oESlcw ?= s`� B R 1-5 TO SR 799 TASK LEAD: 7 STAGE 2 -WIDENING D. NOWORB Tp pT Na ti \q�„nwy, ''" "„r"��o Washington State AND SR 515 INTERCHANGE o-acKARE: 7624 " -4- 9 Department of Transportation 7C ITS DISTRIBUTION DIAGRAM 1 OF 4 All I E a E LM5 SB IXT -IINIP 8 TRI ®Ot RO OA9WF! fap... ••tA.91dG! __ f- IBSNFOM___ CABLE I VAULT CABLE VAULT .................................. ... >_........................... ............................ ........ PD KOM1 I6 '... IX1MMP 3 4466 TllHpT M A MUBAU 1a 81flYI. �� -- TS-0-02 T6b•6A TAASK LSAIX ccc� aN aau Z31 omrkr 3 WIasw* EBASpSM!P YLL BCER I 4: .44fN2* FlBFR SYHid Nom. � •• �' M1'IS SS A1. CABLE VAULT CCTY-090! IiY/NF ' 1 1 - -t .. J33L1T ppp CAB6F � § S ITS DISTRIBUTION DIAGRAM m g 4,:g P I #9r, I : m- �_CA __ p LP 2M'. a9 BW 4 144 f BLANK PLATE SLAW PLATE NOTE: 1. WT PLL GBIL ViLLTS PNO PULL W#6° ME SNTW CH TpS SpIFAUTG 2 6EE 9HFEP RDOB ND l3UPf0 FOR 6PUSF CETAIIB. 1 SFF SNFET TSNOOI iIXi LEO£NO. _______ i_m�v,P_> _______________ _______________ ______i- IBAIIRIi_______________ _____________________ 1- P&YPYO #_______________ TS-0-04 1-865 C Wr Design-guilders RELEASEDFORCONiT RUC`FION RRH a9N [Im 4_ __ A,4 —m 4466 A MUBAU 1a wABI �* (f V 6 4 #r, Ctt `a , ® ®/ SR 169 gTAGETO WIDENING T6b•6A TAASK LSAIX w roEROw W kn WNhIn6t°n SWe DapaNaaot Of TmnspG1}a6CB AND SR 615 INTERCHANGE _ Se `9 °"" "'° PACEASB: RFI #372 76 24 s Bpi ITS DISTRIBUTION DIAGRAM 2 OF 4 1 —C'23 O Z 0 PULL ____ __ ___ __ ____ _ _ __ __ ___ _f4BG(FOX:_____ -- _gg_ _____________________ VAULT PLLLL VAULT RO% TS-0-04 A In ®LANK PLATE NOTE: Hs a 46 46 ���p8�8�� I. NpT NL GSIE VPJLiS M1NO WLL BO%E6 ME &10M1 DH TMS YXENATC. srs.ss #ss ets xl uxns #�❑�' Ii4�t8;4S 1H lJ #i®H12S :.BEE SHEET TSDAB.WD T 10 FOR E DETPYS 2 E EST $ l0 #s s +ds t4�110-1 4Po�Yt ®M® 41 4s N 6 #x n EN > SEE smE TSHD tt ILGEND. }, 405vm00 4- PORTPRETERMINATED PATCH PANEL LAYOUT I 405vc00 -PORT PRETERMINATED PATCHPANELLAYOUT 1405C>3rrid rRe ign- Builders 405es00 8 -PORT PRETERMINATED PATCH PANEL LAYOUT ws aerE :. � I ! 10.___m. TO SMSUU. AT SR10 ORS GTh L1 RELEASED FOR CGi'iSTRUCY }C},[+i.� AND 1.4oS 9B O1LRANP 4D6Hd 906ec- ___ GGi9Y# \ G,G,ry !� ESBiiR# -r- P- CAB u CAB >rr -c - ( / �■ .. ,' O Z 0 PULL ____ __ ___ __ ____ _ _ __ __ ___ _f4BG(FOX:_____ -- _gg_ _____________________ VAULT PLLLL VAULT RO% TS-0-04 A BLANK PLATE In ®LANK PLATE J sa �' ��� : 48 Hs a 46 46 ���p8�8�� w t w FT� A 8E B9,DA 13 srs.ss #ss ets xl uxns #�❑�' Ii4�t8;4S 1H lJ #i®H12S 11 a sa 1>x sx nn 3� e� S e�W H�YB� n l0 #s s +ds t4�110-1 4Po�Yt ®M® 41 4s N 6 #x n EN m n �' �' -E ' M z8 I�e�a =BuB�B8�8 405vm00 4- PORTPRETERMINATED PATCH PANEL LAYOUT I 405vc00 -PORT PRETERMINATED PATCHPANELLAYOUT 1405C>3rrid rRe ign- Builders 405es00 8 -PORT PRETERMINATED PATCH PANEL LAYOUT ws aerE :. � I ! 10.___m. TO SMSUU. AT SR10 L1 RELEASED FOR CGi'iSTRUCY }C},[+i.� AND 1.4oS 9B O1LRANP 4D6Hd 906ec- ___ GGi9Y# \ G,G,ry ESBiiR# -r- P- -c - .. ,' f �I EBi9:O#: � IPILL e______ � q .am ^ vF41tr ULT -- --I Y P AULT PULL BOX PULL BCX PULL BOX ®Q ' Y4dnIFU Ii96VF6 � f4&Gff0 I ' ' I- f&4Mf0 fie.VFO i ' ' � I4&9AN0 r 0 . - - - - -- -rte 5 I _ _______________ ______ _ itvOM ------------------ - ______________I iBpO %i CABLE VAULT fuatRP TS-0-05 TS -0-06 TS-04 7 ITS DISTRIBUTION DIAGRAM BLANK PLATE In ®LANK PLATE J sa �' ��� : 48 Hs a 46 46 ���p8�8�� w t w FT� A 8E B9,DA 13 srs.ss #ss ets xl uxns #�❑�' Ii4�t8;4S 1H lJ #i®H12S 11 a sa 1>x sx nn 3� e� S e�W H�YB� n l0 #s s +ds t4�110-1 4Po�Yt ®M® 41 4s N 6 #x n EN m n �' �' -E ' M z8 I�e�a =BuB�B8�8 405vm00 4- PORTPRETERMINATED PATCH PANEL LAYOUT I 405vc00 -PORT PRETERMINATED PATCHPANELLAYOUT 405vc00 &PORT PRETERMINATED PATCH PANEL LAYOUT 405es00 8 -PORT PRETERMINATED PATCH PANEL LAYOUT rte+` Q /2\ RFC V- 1C 7624 rep 1.405 TSD -9 O.' 1 -5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE ITS DISTRIBUTION DIAGRAM 3 OF 4 Gv 0 TS-0-07 NO. NOTE: DESIGN ED BY ENTIMED BY CXECKEM BY DOR PULL BMX PULL BOX rJB5Nf0 ' ±bL50 195Vf0 I&S[W 1 r.anw .... r.aese .v ---l------------ a "--- -- I Et SED FO N N.YRUCTION PULL BOX PULL ROX PULL BOX PULL BOX PULL BOX PULL BOX CABLE VAULT CABLE VAULT mRw f -YYINA JE 1184Mf9 1J844I0. 1MPMF0 ••C• ly&tl6O ' i 1JRbF0 iJBSAAYd fePSUfn id&SWPo Id&4 f.b9Xf0 ri85LW fd&W(O id&SAY-0 xMT! .. -af'XPi ____ , F !aww# f u# r ! >esbvoX: lseswwM d0 &GNAL Ad fes.Vro HmFeoi _v c fIP51.Pp r OU MFE"BLel i SER �,______..__1!F?__• °- ?O-': °.. ° ° ° ° °.• 1. ------ ._.;!? we 8 ax.RALRAM s 13 TO SR 769 S _ __ _______±______ 3 ° 0 TS-0-07 TS410 TS-0-11 ITS DISTRIBUTION DIAGRAM x`_ a8 °LJ °e f� fare f'LJ u le�..l as n u� BLANK PLATE BLANK PLATE A NO. ISSUE RECORD - DESCRIPTION DESIGN ED BY ENTIMED BY CXECKEM BY DOR I Et SED FO N N.YRUCTION PULL BOX PULL ROX PULL BOX PULL BOX PULL BOX PULL BOX CABLE VAULT CABLE VAULT mRw f -YYINA JE 1184Mf9 1J844I0. 1MPMF0 ••C• ly&tl6O ' i 1JRbF0 iJBSAAYd fePSUfn id&SWPo Id&4 f.b9Xf0 ri85LW fd&W(O id&SAY-0 xMT! .. -af'XPi ____ , r -mrm+a - ..+ -zsmw Ton_-- - -- --------- !aww# f u# v- IesIFOM` ! >esbvoX: lseswwM i�B3WO1t HmFeoi _v c fIP51.Pp r OU MFE"BLel !%?x�°_Il..,......a_'°". SER �,______..__1!F?__• °- ?O-': °.. ° ° ° ° °.• 1. ------ ._.;!? � °� ................,..!41...,.¢a 13 TO SR 769 S _ __ _______±______ DESIGN TASK LEAD: STAGE 2 - WIDENING ] a NMUEMTE RFL Ni9 X. PH0.0 KWHDEHOUSE C:S NE aMORPO$o °P,,,„a°,:,„. f- af.Alvlue „�„ CABLE AND SR 515 INTERCHANGE BENBION$PER.11mE VAULT KLOREMEON TILE PI L CCC • Department G{TransportSDON IEiiMO. { •I, L RELE/SEO fOR:LONBTRUCIION -aL HIHRO N.21U0 GMMPMUI PACKAGE; ®� C RFC -1C 7624 R ITS DISTRIBUTION DIAGRAM 4 OF 4 TS410 TS-0-11 ITS DISTRIBUTION DIAGRAM x`_ a8 °LJ °e f� fare f'LJ u le�..l as n u� BLANK PLATE BLANK PLATE A NO. ISSUE RECORD - DESCRIPTION DESIGN ED BY ENTIMED BY CXECKEM BY DOR TSD -0.04 13 TO SR 769 S 'KEY1910N&PE0. DESIGN TASK LEAD: STAGE 2 - WIDENING ] a NMUEMTE RFL Ni9 X. PH0.0 KWHDEHOUSE C:S NE aMORPO$o °P,,,„a°,:,„. „�„ WasfiingMn SiBtB AND SR 515 INTERCHANGE BENBION$PER.11mE HLHO KLOREMEON TILE PI ' Department G{TransportSDON RELE/SEO fOR:LONBTRUCIION -aL HIHRO N.21U0 GMMPMUI PACKAGE; ®� C RFC -1C 7624 R ITS DISTRIBUTION DIAGRAM 4 OF 4 A PRELMMxAar GESIGx I Kano x:nu0 o. MOaPOPn f •+ FOUNDATION DEPTH TABLE WPSESSURE FOUTPYNFAE OH AMSTANGUMB BEARING TYPE II.IS AND SOCMPS} INS SIGNAL MAST ARM DATA w� M eW %no 1.EW f.8e6 z.Ytl alAL(2) ATUI STANDARDS R THE ANGLE IS NOT BO'. . 3PWNU Atl fi 11 1f' 1@ POLE ATTACHMENT POINT ANGLES (tlPy f� 0 P P P f0 '6' C YSQWAE 'eaxro 0 @ n v OH Ir B9 sAOLNO 0' C F ie 1 1 1@ Lm0 SHALL BE TYPE -MF MOUNTINGS. r r r @ @ B P 11 aROVARE J T J @ @ 323' 269' YRO= i6 160' Ai&IILY ORALNNO N. Z1L.0 1t' 1r4 IS i6W >BWME @ ]44 Q. XORFORD X.LORENT80N 0 T YROUND @ REY om PER RFlm 4 1D A r NP CLASS 4000P CONCRETE S N0. B BARS EQUALLY SPACED SI9. IRS TABLE BARS' ON P P YNUE OF 38'. FOR WLOIE MAST APM 8fPXMN11i FIELD LOCATION `BOTH iq'NTN£FX ARMS, USE THE NRGBT %YS VALUE FM WL'NWTICB SIGNAL MAST ARM DATA w� LUMINAIRE DEFlH SHELTYJN A SPEC3LL FIXWDAPION DREGS IS REQUIRED FOR WORSE OFFSET DISTANCES (FTI (21 POLE ETD ATTACHMENT POIPfI) IyNOLDAO ARFAS R alAL(2) ATUI STANDARDS R THE ANGLE IS NOT BO'. . MILE F ARM � Y NP CLASS 4000P CONCRETE S N0. B BARS EQUALLY SPACED FQUNDATION DETAIL " CKW3 9 TTACF b PFROM TYPICAL E1 R SIGNAL ARM '�' ATTACHMENT POINT law POLE ORIENTATION Y ANGLE POA DEGREES LINE MT E POINT F�ON OFFSET vw µ',vCyI0 BASE RITE 0 °+Y V, LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL ® SI9. SIGNAL HEAD DISPLAY NOTES SR FIELD LOCATION MAST y MOUNTING SIGNAL MAST ARM DATA w� LUMINAIRE FOUXMTION OFFSET DISTANCES (FTI (21 POLE ETD ATTACHMENT POIPfI) IyNOLDAO ARFAS R alAL(2) I-2 IW CL N HOOPS HE, OR SO. AT T APPROX. CTRS 9'SO.OR RD., OR 4'RO. FQUNDATION DETAIL " CKW3 9 TTACF b PFROM TYPICAL E1 R SIGNAL ARM '�' ATTACHMENT POINT law POLE ORIENTATION Y ANGLE POA DEGREES LINE MT E POINT F�ON OFFSET vw µ',vCyI0 BASE RITE 0 °+Y V, LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL ® SI9. SIGNAL HEAD DISPLAY NOTES SR FIELD LOCATION MAST y MOUNTING SIGNAL MAST ARM DATA w� LUMINAIRE FOUXMTION OFFSET DISTANCES (FTI (21 POLE ETD ATTACHMENT POIPfI) IyNOLDAO ARFAS R alAL(2) NOTE ly. MILE POLE ARM � Y c POLE ATTACHMENT POINT ANGLES (tlPy DEPTHS {Fl} 0 a' FOST STATION OFFSEF T T. P.0.0. P,FE M C D E1 E2 F G1 G2 H 11 R 3'RD. NO 4'RD. At TRAFFIC OH 02 B9 SIGNAL HEADS ISSUE DATE MSUE RECORD - DESCRIPTIOON t. ALL TRAFFIC SIGNAL. HEAD INSTALLATIONS B3 Dq SHALL BE TYPE -MF MOUNTINGS. TOTAL(FT}z 1 2. ALL TRAFFIC SIGNAL HEADS SHALL USE TSS -NEUHS 3BU 1 11 12 INCH LENS. T II 3. ALL VEHICLE HEADS SHALL BE INSTALLED 323' 269' BOTH BOOKPLATES. SIGNAL STANDARD IDENTIFICATION TAG DE TAIL SIGNAL STANDARD NO. SIGNAL ERA PLE X0.2 SPATE ROUTE NO, SIR 46,, NIP 2.18 411 =XXXX x 02405 x 0 0 2.1 8 STATE ROUTE MILE POST NO, NUMBERS SHALL BE A MINIMUM OF WHIGH Nt � az Is en E--- ______ G LEGEND VERTICAL. CF VOH DNP CLEARANCE • ;cM RY MINIMUM 16'd" _ b SH, (R10 -1402) MAXIMUM; 18d N. OSQiD•: HwmdP LIMITS OF VERTICAL CLEARANCE REQUIREMENT %— ^I IWIIIIIIIII TYPE II MAST ARM SIGNAL STANDARD ITS SIGNAL STANDARD DETAIL CHART SI9. SR SR FIELD LOCATION MAST y MOUNTING SIGNAL MAST ARM DATA w� LUMINAIRE FOUXMTION OFFSET DISTANCES (FTI (21 POLE ETD ATTACHMENT POIPfI) IyNOLDAO ARFAS ' alAL(2) NOTE ly. MILE POLE ARM HEIGHT (F'N ARM (FT) POLE ATTACHMENT POINT ANGLES (tlPy DEPTHS {Fl} REMARKS FOST STATION OFFSEF T T. P.0.0. P,FE LENGTH (FTI C D E1 E2 F G1 G2 H 11 R 3'RD. NO 4'RD. At A2 OH 02 B9 B4 ISSUE DATE MSUE RECORD - DESCRIPTIOON B1 D2 B3 Dq TOTAL(FT}z 1 405 2.81 TSS -NEUHS 3BU 1 11 % T II SSD 1TC 323' 269' 188' 160' Ai&IILY ORALNNO N. Z1L.0 82 8 8.2 S 9 OON@HO ]44 Q. XORFORD X.LORENT80N 0 TASX LEd 0NNH0 REY om PER RFlm D. MORFORD 1D S e RAMP METER 0 NQN09 RELEASED MR CONSTRUCTION -tC 5&M20t X.IMA0 PACNAQE B OY3t2F FINAL DESIGN -1C MHNO X.ANO A % /2M02 ROOM. DESIGN -1B N..O M8XA0 2 405 3.0] 1B&SB49S 30.Y X 0- II SOLT 20.0' 226' 18.61 11.6' ].S R2 B B.2 B 4]2 0 0 0 0 12063.6 _ IWdP METER O NOTE O MOUNTING COWLING INBTALILD AT OFFSET M•TANCE INDRATED IN QMG, O FELD ..U.. �5 MAST ANM ..I MFISL'RFil IRON THE CEH•A TINE W 6.X01 P. v NO. ISSUE DATE MSUE RECORD - DESCRIPTIOON DESIGNED BY I ENTERED Elf I &SIGNED IW IDjjNRW MANAGER J. BADNAN —pI 2 OOGOHI Ai&IILY ORALNNO N. Z1L.0 KLORFRT$ON DESIGN 9 OON@HO REASONS PER ON NO AND ORION Q. XORFORD X.LORENT80N TASX LEd 0NNH0 REY om PER RFlm D. MORFORD KLORFNT80N kD.—dl X. 2X00 0 NQN09 RELEASED MR CONSTRUCTION -tC N.2W.0 X.IMA0 PACNAQE B OY3t2F FINAL DESIGN -1C MHNO X.ANO A % /2M02 ROOM. DESIGN -1B N..O M8XA0 i O TI TRAFFIC° nlWd 10 TYPE WR -WIDE LOOP DETAIL RUBBER LOOPICONDUIT ID LOCATOR OS SQUARE X e TALL RED COLOR I B C�_ -- TYPE RI DETECTOR LOOP OOP ID LOCATOR TYP, ID LOCATOR ID LOCAM SES 10 LOCATOR TYP- TYPE R1 ROUND LOOP OR MODIFIED R N10E LOOP INDUCTION DETECTOR am ID LOCATOR TYPE WR - MODIFIED WIDE LOOP DETAIL BY ENTERED BY I CHECKING BY I DESIGN I BADMN auMAH DESIGN TASK LEAD: D. MORFONG N.LIAO O. NORFORD PACKAGE: 1C K.LMO O. MORFORO u.xw,o nMORFOaD OOP DEIECTDR{d 16 y� 1-405 Co ' or Design- 6uildem RELEASED FOR CONSTRUC710N B MADE LOOP DETECTOR -- iS 9P TMIN. BEHIND BARRIER ID LOCATOR. (� 1 APPROXa1ATELY 75 TO CENTERLINE T TRAFFIC FLOW OF TYPE 2 $IGNAL MAST ARM .._.k' CONWn�I_. RAMP METERING STOP BAR TYPE WT LOOP LAYOUT DETAIL NOTES: 1. CENTER INDUCTION LOOP VEHICIE DETECTOR SENREN LANE IINES. ✓) ` 2. ONE TRAFFIC SHALL REMAIN OPEN TO TRAFFIC WRING t INSTALLATION OF OF MAINLINE INDUCTION LOOP VEHICLE DETECTORS. ®= CONDUIT 9, IN THE PAVEMENT NGTX I#M OVERLAY LOOP "10 LOCATOR' SHALL - - "� @E INBTPLLEO AS FOLLOWS: ! A ONE IN CENTER OF EACH ROUND �yI AND 'It LOOP B. ONE ON THE TOP OF EACH STUBi3UT CONDUn. LOOP SPEED -TRAP CONFIGURATION 1 w.wx I Vtv ,.,,PT RO.. Washington State Department of Transportation 7624 ..a, -a... 1405 TSD-0 -06 1.5 TO SR. 166 STAGE 2 -WIDENING AND SR 515 INTERCHANGE LOOP DETAILS 1 OF 8 si • i 1 r TO ADDITIONAL LOOPS MERE APPLICABLE � ag i I m I A A � R i CENTER O LANE TYPE R1 INDUCTION LOOP 1116' - VT RIDER TIAN DLWIETER OF THE LOOP. LIRE SECTION A -A WE LOOP SAWCUT DETALITYPJ EDGE OF PAVED SHOULDER -FOR CONDUIT STUBOUT LOCATION SEE LOOP STUB OUT CONDUIT PLACEMENT DETAILS J Juwcnow Boxes C, I ' I sPUDFS -I I � L . ii LOOP DUA TYPE R2 INDUCTION LOOPS 2�F N1DTN OF. V16- IMAIDER THAN TIRADE THE DIAMETER OF THE LOOP LIRE SECTION B-B SEE NOTE 6 OF SISlICUT 1NW- 1WINIDER THAN PRICE THE DIAMETER OF THE LOOP WRE SECTION C-C SEEe BM TNASTED PAIR 2 9STWOOT SEE NOTE AB JUNCTION BOX TO CONTROU.ER TYPE RI AND AIDE LOOP SEE WNDING -� TABLE FOR EXTRA REQUIRED TURN TYPE 111 LOOP AND WIDE LOOP WINDING DETAIL. TO CONTROLLER TYPE RI LOOP AND WIDE LOOP WINDING TABLE LetCONTROLLER TO TURNS DISTANCE (FT LEAD -IN TO ROUND 4 LOOP SAINCUT B 4 w ROUND OOP SAML`F 45' 4 I TYPE R2 LOOPS AND MODIFIED NODE LOOP WINDING DETAIL 4 LOOP INSTALLATION NOTES 1.. INSTALL JUNCTION BOX AND LEAWN CONDUIT. 2. SAWCUT LOOP SLOTS AND LEN}41 SLOTS. 3" $ NUT LOOP VIBE STARTING AT JUNCTION BOX AILONING S MIMUNI FULL DEPTH SANP:LR 4 INSTALL RIME IN LOOP SLOT AS SHOYM. LOOP SAWCUT S FINISH LAYING OUT WRE AT JUNCTION SOX AND IDENTIFY LEADS KITH LOOP DETAIL NUMBER AND '$' FOR START AND ' FOR FINISH - - MATCH EXISTING a TNIST EACH PAR OF LEAD WKS TAO TRIES PER FOOT FROM LOOP TO PAV ENT NATEWAL JUNCTION BOX REVERSE. DIRECTION OF TAAST FOR EACH SUCCEWRIE PAR INSTALLED - O1 FILL AIT1 CODE APPLICATION SEALANT TO T C0W7BhJCT SUPPLENENTAL MUSE CIXTTABONG ANY SERIES OR PARALLEL ENCAPSULATE CONDUCTORS SEE SPECIAL '�- 3-CRUSHED LOOP OONNECDONS REQUIRED IN PLANS SUPPLEMENTAL SPUCES ME SUBJECT PROVISIONS SURFACING TOP COURSE TO THE SAME REMIREMENTS SHONN FOR. THE LOOP LEAD NID SHIELDED q LOOP -RE -W94 AWG. CABLE SPLICE S. $PUCE LOOP LEADS OR SUPPLEMENTAL BRUCE LEADS TO NEW OR EXISTING 9 LFAI1IN `MRES (SEE INSTN3ATNN NOTES — SAND SHIELDED CABLE. THREE PAIR MA%IMUM PER SAWCUT — CONDUIT 9 COMPoETE NSTALLATION AND TEST LOOP CIRCUITS OR CONSINATCN LOOP OEXTEND SAACUT SUFFICIENT LENGTH TO T CIRCUITS SEE STANDARD SPECIFICATION 6303(14)1) PROMS FULL SAWCN DEPN ABOUND CORNERS. 10, REAL ENDS OF CONDUIT WTH ELECTRICAL BITTY OR SILICONE. ON¢ARING COURSE LOOPS SHALL DE INSTALLED t N' W CONDUIT. DIANETFA PRIOR TO FINAL UfT IF NEW PAVEMENT IS - �"Y -rt° PLUS r 11, IMSA WRE END SHALL BE SEALED PRIOR TO USE OF RUBBER TAPE OR DUCT SEAL INSTALLI MERE AFPLCABLE. 12. CABLE IDENTIFICATION SLEEVES SNAIL BE VERIFIED BEFORE SPUCES ME MADE O FILL NRTH COOL APPUCATION SEALANT APPLICABLE FOR OFF-ROAD PAVED AREAS ONLY RE 13, THE NUMBER OF LOOP TURNS FOR R1 AND WDE LOOPS VARY DEPENDING ON THE DISTANCE BERNEEN THE LOOPS AND THE CONTROLLER. SEE LOOP WINDING TABLE. SECTION D-D 14 CUT -0VER TO NEW LOOP LEAD IN CABLES TO BE COMPLETED BETWEEN 800 PM -SW AM. D 8Y ONION wmmw mare :... J.BAUMAH . oE$ION 6 TASK LEAD: D.MORMxo 9p1{py }I PADNAaE: 7624 1C Aak 1-405 15 TO SR 166 Washington State STAGE 2 - WIDENING lepsrhment of Transportation AND SR 515 INTERCHANGE LOOP DETAILS 2 OF 3 4 �g �n � n TYPICAL CONDUIT PLACEMENT FOR LOOP. LEAD -IN WIRES TABLE A LOOP LEAD PAIRS 1 -2 SEE SPLICE 4S 841 412 DETAILS JUNCTION BOX 1A TA AND NOTES S I I ° STUBOUT SHALL EXTEND A D STUBOUT SHALL EXTEND A 9OLDERED COMPRESSION CONNECTION ICAL VINYL F3ECTRIC TAPE �1 1t L ITJP ) MINIMUM 3M-INTO PAVEMENT. TO sift 0 o f IN PAVEMENT pEPTH VARIES TING LAYERS OF VINYL ELECTRC TAPE (TYPICAL DETECTOR LEA4111 CABLE `* as i 2C(S), SEE SN. SPEC 94!99(N X BOX m rso-a -Da . GRAN WRE (FOLD BACK AND TAPE) I L CONDUIT At Aft TD i I 4001s. 5 40 DRILL HOLE Im JUNCTION ' GROUND GRAN ARE AT AMPDFIER ONLY LARGER THAN BELL END BUSHING A D I STAGE 2 - WIDENING SPLICE DETAIL FOR TYPE R2 INDUCTION LOOPS aSCHEO 49 PVC SECURED m y INTO ROAD SURFACE (TYP.) i I FOR CONDUIT SUE TO LOOP INTO ROAD SURFACE (TYP.) D. MDRFORD TO AMPLIFIER, SEE LOOP DETAIL WE PLANS CONDUIT PI n TYPICAL CONDUIT PLACEMENT FOR LOOP. LEAD -IN WIRES TABLE A LOOP LEAD PAIRS 1 -2 3 4S 841 412 CONDUIT SIZE (MIN) 9 1A TA 2 S VARIES -SEE LOOP STUBOUT CONDUIT PIACEMENT DETAILS � SEAL CONDUIT WTI DUCT SEAL LEANN S HUTS EDGE OF PAVED om LOOP WRE, SEE SPECIAL PROVISIONS MINIMUM AREA TO _BE_COVEREO BY SPLICE - LOOP ARE, SEE SPECIAL PROVISIONS CABLE JACKEF —�, r _'e_ t 1- 2 ^. -- SOLDERED COMPRESSION CONNECTION VINYL ELECTRIC TAPE T/u0 LAYERS OF VINYL ELECTRIC TAPE DETECTOR LEAD-IN CABLE I� • 2C(S),SEE STD SPED DRAIN ARE ¢OLD BACK AND TAPE) . 'GROUND DRAIN ARE AT AMPLIFIER ONLY. SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF WABOVE GROUND LINE. S CEMENT CONCRETE CURBS NO. I ISSUE DATEI ISSUE RECORD - DESCRIP1011 OR GUTTER SEE STANDARD I DESIGNED BY T ENTERED BY CNECNED 6Y I DESIGN MANAGER: PLAN. F -i B' I I ° STUBOUT SHALL EXTEND A STUBOUT SHALL EXTEND A 9OLDERED COMPRESSION CONNECTION ICAL VINYL F3ECTRIC TAPE �1 1t L ITJP ) MINIMUM 3M-INTO PAVEMENT. TO - - -- -rte MINIMUM &4' INTO PAVEMENT. PAVEMENT DEPTH VARIES. o IN PAVEMENT pEPTH VARIES TING LAYERS OF VINYL ELECTRC TAPE (TYPICAL DETECTOR LEA4111 CABLE 2C(S), SEE SN. SPEC 94!99(N X BOX m rso-a -Da . GRAN WRE (FOLD BACK AND TAPE) I L CONDUIT TD i I DRILL HOLE Im JUNCTION ' GROUND GRAN ARE AT AMPDFIER ONLY LARGER THAN BELL END BUSHING SEE SPECIAL PROVISIONS FDA SPLICE MATERML, RLL ATH EPDXY I STAGE 2 - WIDENING SPLICE DETAIL FOR TYPE R2 INDUCTION LOOPS aSCHEO 49 PVC SECURED ° INTO ROAD SURFACE (TYP.) (2 ROUND LOOP CONNECTED IN SERIES) DETAIL A INTO ROAD SURFACE (TYP.) D. MDRFORD OE OF PAVED LEAD -IN SAWCUTS AND STUBOUT DETAIL SHOULDER MINIMUM AREA TO _BE_COVEREO BY SPLICE - LOOP ARE, SEE SPECIAL PROVISIONS CABLE JACKEF —�, r _'e_ t 1- 2 ^. -- SOLDERED COMPRESSION CONNECTION VINYL ELECTRIC TAPE T/u0 LAYERS OF VINYL ELECTRIC TAPE DETECTOR LEAD-IN CABLE I� • 2C(S),SEE STD SPED DRAIN ARE ¢OLD BACK AND TAPE) . 'GROUND DRAIN ARE AT AMPLIFIER ONLY. SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF WABOVE GROUND LINE. S CEMENT CONCRETE CURBS NO. I ISSUE DATEI ISSUE RECORD - DESCRIP1011 OR GUTTER SEE STANDARD I DESIGNED BY T ENTERED BY CNECNED 6Y I DESIGN MANAGER: PLAN. F -i B' I I ° STUBOUT SHALL EXTEND A STUBOUT SHALL EXTEND A MINIMUM 3M-INTO PAVEMENT. TO - - -- -rte MINIMUM &4' INTO PAVEMENT. PAVEMENT DEPTH VARIES. o IN PAVEMENT pEPTH VARIES JUNCTION X BOX I.6 TO SR 169 rso-a -Da I I TD i I JUNCTION TASK LEAD: LEAD: ^ SCHED 40 PVC SECURED I STAGE 2 - WIDENING aSCHEO 49 PVC SECURED ° INTO ROAD SURFACE (TYP.) 1 INTO ROAD SURFACE (TYP.) D. MDRFORD OE OF PAVED �,,, rmuL SHOULDER AND SR 515 INTERCHANGE PaT 40 B Btl}ib! — STUBOUT SHALL EXTEND A 13' M UBOU SHALL EXTEND A N.SHAO „ MINIMUM W" INTO PAVEMENT. PACKAGE: TO PAVEMENT, TO PAVEMENT DEPTH VARIES. PAVEMENT DEPTH VARIES ,°.I JUNCTION n AMriror RINL PESIGw -vc x.auD x.zNAO .BOX TO JUNCTION �� _8 -- • SCHED 40 PVC SECURED BOX SCHED b PVC SECURED INTO ROAD SURFACE (NP.) INTO ROAD SURFACE (TYP) A %/Y99 I RNAL DESGN ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. ' SEE DETAIL A SEE SPECIAL PROVISIONS FOR LOOP STUBOUT SPLICE REQUIREMENTS CONDUIT PLACEMENT DETAILS °• NO. I ISSUE DATEI ISSUE RECORD - DESCRIP1011 I DESIGNED BY T ENTERED BY CNECNED 6Y I DESIGN MANAGER: I I ° ( ' 1405 o I.6 TO SR 169 rso-a -Da TASK LEAD: LEAD: STAGE 2 - WIDENING ° D. MDRFORD �,,, rmuL WBahington State Department o1 Transportation AND SR 515 INTERCHANGE PaT 40 B Btl}ib! RELEASED PoR WPoMRUCTIOPo �tG N. ZtUO N.SHAO D. MORFORD PACKAGE: ,°.I a AMriror RINL PESIGw -vc x.auD x.zNAO D. MOaraRP 1L. 7624 _8 LOOP DETAILS 3 OF 3 A %/Y99 I RNAL DESGN N.YNAG I w..Q P.MOIiFORO 8 F �@@ �o ES CABINET j s CABLE VAULT (Construction Note 66, Sheet TS -0 -11) 96.2 HIM b �Sama�ieF � v CAMERA CABINET 1 Existing 43 SNIFO Isstn6Nlon �i SR #D -T `#pf# f —IIT� ILA 1374S (Ii, Tune) _ Lllllll -1XL W 25.x6 (Green TUCe) SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL ewe D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL N = NORTH erowR S =SOUTH smn T TYPE OF CABLE mb, 4 W (Orznge TWe) M = MAINLINE BM1Ck D - DISTRIBUTION vam iHM CABLE NUMBER OF THE MAINLINE OR .DISTRIBUTION FIBER PER EIA-359-A4 Apw 1- 120ue T."i LABELING FOR MAINLINE AND DISTRIBUTION FIBER 'CABLES J0 0000 -P CCCC CONTRACT NUMBER P LETTER P FOR PATCH CORD ### SEQUENTIAL NUMBER BEGINNING FROM 001 LABEL BOTH ENDS OF THE PATCH PANEL CORD, PATCH CORD LABEL NOTE: SHEET T D -0.10 IS NOT USED. 3]-08 (Bmvm TUbl� } Mate DATE �S3"o (G2pn Tube)(G2pn Tube) Hlue as a. ENTERED BY taXen Rro n Sbm DESIGN 26 Nmre (Qrdrge Tube} Iba Alli le Bxk bu vmn . fine AOUe 1 -12 (Dlua Tune) 8 F �@@ �o ES CABINET j s CABLE VAULT (Construction Note 66, Sheet TS -0 -11) 96.2 HIM b �Sama�ieF � v CAMERA CABINET 1 Existing 43 SNIFO Isstn6Nlon �i SR #D -T `#pf# f —IIT� ILA 1374S (Ii, Tune) _ Lllllll -1XL W 25.x6 (Green TUCe) SR # ROADWAY THE CABLE IS ROUTED FROM THE PATCH PANEL ewe D DIRECTION THE CABLE IS ROUTED FROM THE PATCH PANEL N = NORTH erowR S =SOUTH smn T TYPE OF CABLE mb, 4 W (Orznge TWe) M = MAINLINE BM1Ck D - DISTRIBUTION vam iHM CABLE NUMBER OF THE MAINLINE OR .DISTRIBUTION FIBER PER EIA-359-A4 Apw 1- 120ue T."i LABELING FOR MAINLINE AND DISTRIBUTION FIBER 'CABLES J0 0000 -P CCCC CONTRACT NUMBER P LETTER P FOR PATCH CORD ### SEQUENTIAL NUMBER BEGINNING FROM 001 LABEL BOTH ENDS OF THE PATCH PANEL CORD, PATCH CORD LABEL NOTE: SHEET T D -0.10 IS NOT USED. NO. Mate DATE (ii RECORD - OESCR]"MIN OESNiNE0 BY ENTERED BY CHEemax BY DESIGN s^'4 1.405 J. SRUMN ,p w�N ,.. 1 -5 TO SR 169 TSD-0-01 DESGIN TASK LEAD: STAGE Z - WIDENING MISORFORD w�4T . „ p% Ac Washington State AND SR 515 INTERCHANGE - Abp - PACKADE: fPN'" a Department Of Transportation T y 0 nvrzvw I RELEasFD FOR eDNSTRUOnOX -9C N.uuO R.91n0 D. MORSGRO 1C %E24 -E ' FIBER SPLICE DETAIL M1 At Unn. IFS. DESIGN - IC mrt yx� rXI • • ra_eciaeaaa. ^. i.:nrra�+sr��.� J -HOOKf u �' CONNECTAND PLACE INSIDE ABOVE DRIP LOOP XELLEWCASLE TY SUPPORTGRIP SEE NOTE 2. _ J DRIP LOOP ' HANDHOLE WITH COVER CAMERA POLE TYPICAL CAMERA .MOUNTING DETAIL NTS O r O O O 64050 ' rppesign- SvdderS 6I t?I 51ELEASED FOR CONSTRUCTION CONDUIT PER WIRENOTES NOTES: 1. PRIORTO CONSTRUCTION, THE CONTRACTOR SHALL SUBMITTO THE ENGINEER FOR HIS WRITTEN APPROVAL ALL DETAILS OF CABLES AND CONNECTIONS OF TV CAMERA POLES. 2. CABLES INSIDE THE POLE SHALL BE SUSPENDED SUCH THAT NONE OF THE CABLE WEIGHT IS TRANSFERRED TO THE CABLE CONNECTIONS OR TERMINATIONS. S. ' S STp IL S EL OR LV NI D. d. CAMRACI�T DETAILS5. EMOUNTEDATAMINIMUMM MN WHEIGHT ICN ED AND ORIENTED TO PROVIDE FULL VIEW OFTHE RAMP DICATIONS. a ��. �,.•>.� I-- Is 1-6 TO SR 169 AND SR 615 INTERCHANGE CAMERA MOUNTING DETAILS 0� i O s 0 8EE POIE TOP DETAIL AND CAMERA POLE DATA TADLE I `i•d I 1'-0' I CAMERA POLE TABLE I I I LNdEM HEIGHT ROUND OR NOTES: 4.F ENW, DOLT CIRCLE SIGNALS WRH INTERIM REVISIONS 2002 AND 2003. 1. (GEE t�M1ERA BDLT ROLE Dl4T BEE MULMSIDED POLE BATN LONER I I CN2EM POLE SHALL BE PE ELAN (AC D OFFSET 12611 EOLWLLY43PACE0 SUOTS SG'TO ROPDWAY -�. TOP DA. ///,--SEE SQUARE CAMERA POLE TABLE 1M V ° Y' RNE.WLE. _._._._. .- UPPER HANDHOE 6826'x 7 3]C FRPME WCOVER POLE TOP DETAIL CAMERA POLE DATA POLE TOP PLATE GROUND ANGLE S6 Fi FRANE MHOWLE APART MD) USE TXK+ 1118 1.00. NEE THIS 1N8 WNW `c. a i al 115 POLE BASE DETAIL CONDUCTOR ATTACHMENT DETAIL CONDUCTOR ATTACHMENTS DETAILS MAY VARY PER MANUFACTURER DESIGN CRITERIA: ROUND OR NOTES: 4.F ENW, DOLT CIRCLE SIGNALS WRH INTERIM REVISIONS 2002 AND 2003. 1. a VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1 BDLT ROLE Dl4T BEE MULMSIDED POLE BASE FOR CANEPA MOUNT WRH POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND NOR 1.4" IN ]O MPH WIND. 2. 1300' MA POLE TOP PLATE MIL�j STATION SHALL BE STAINLESS OR BRASS. OFFSET 12611 EOLWLLY43PACE0 SUOTS TOP DA. BOLT SQUARE BOLT HOLE r (8EE GENERAL W0 1 AND 3) NO. LINE STATION (� LTIRT HEIGHT "PL "(FT) •'PT• DIA. ANCHOR HOOT CIRCLE CIRCLE °T state Washington state Department of Transportation AND 3R 515 INTERCHANGE qg3 CAMERA POLE S FOUNDATION DETAILS 1 OF 2 G29 •�'�+�• t.]5 DIA CENTER MOLE (8EE TABLE FOR DIA) (IN) (IN) (IN) (IM (IN) 1 4�-_ SIN ROTX PIATE$L E405 1209M1.80 133.43 RT 5 I 10.00 1.25 2500 25.50 2 405vW0304 TS-0W E405 1223+98.3 101.3 RT SO 10W 1.25 MOO 2550 BETW au 406vwo 5 T341O4 SE400 9245 +23 55 TADL) S1BEE iA 1.25 MOB GROUND ANGLE ti 4 406vc00394 TS -0-015 (SEE 1252N 41.] MOUNT PLATE 14 -14 NO TNTEO \ _ / 1.25 25.00 25.50 !OU - SEF GFNERA4 MpIE 1) 515WOOBt9 TSAD2 TSS +21.51 70.89 r HEAVY WI LED NO BEE CONDOCTOR 1.25 25.00 PIPE. T .3ER � n ATTACHMENT DETAL KAWHOLE 1M V ° Y' RNE.WLE. _._._._. .- UPPER HANDHOE 6826'x 7 3]C FRPME WCOVER POLE TOP DETAIL CAMERA POLE DATA POLE TOP PLATE GROUND ANGLE S6 Fi FRANE MHOWLE APART MD) USE TXK+ 1118 1.00. NEE THIS 1N8 WNW `c. a i al 115 POLE BASE DETAIL CONDUCTOR ATTACHMENT DETAIL CONDUCTOR ATTACHMENTS DETAILS MAY VARY PER MANUFACTURER J."( x DES ON TASK LED P6z WILL UP FLATS J -HOOK FOR WIRING DESIGN CRITERIA: 2001 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC GENERAL NOTES: SIGNALS WRH INTERIM REVISIONS 2002 AND 2003. 1. a VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1 POLE TUBE ANCHOR POLE BASE POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND NOR 1.4" IN ]O MPH WIND. 2. CCTV SHEET STATION SHALL BE STAINLESS OR BRASS. OFFSET 9) CAMERA- EFFECTIVE PROJECT AREA =4.00 30. FT. 0 7-0" MOVE DIA. . 9. 2)DISH- 1'A'DIA. POLE TOP LEVEL, POLE TOP DA. BOLT SQUARE BOLT HOLE r N0. NO. LINE STATION (� LTIRT HEIGHT "PL "(FT) •'PT• DIA. °S" CIRCLE °T state Washington state Department of Transportation AND 3R 515 INTERCHANGE qg3 CAMERA POLE S FOUNDATION DETAILS 1 OF 2 G29 •�'�+�• (IN) (IN) (IN) (IM (IN) 1 405vc002TT TS-0-02 E405 1209M1.80 133.43 RT 5 I 10.00 1.25 2500 25.50 2 405vW0304 TS-0W E405 1223+98.3 101.3 RT SO 10W 1.25 MOO 2550 3 406vwo 5 T341O4 SE400 9245 +23 55 1000 1.25 MOB 25.50 ti 4 406vc00394 TS -0-015 30405 1252N 41.] LT 4G 9.00 1.25 25.00 25.50 5 515WOOBt9 TSAD2 TSS +21.51 70.89 LT NO 10.00 1.25 25.00 2515 J."( x DES ON TASK LED P6z WILL UP FLATS J -HOOK FOR WIRING DESIGN CRITERIA: 2001 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC GENERAL NOTES: SIGNALS WRH INTERIM REVISIONS 2002 AND 2003. 1. a VERIFY POLE TOP CAMERA PLATE, CAMERA MOUNT PLATE, BOLT 1 WIND VELOCITY: 5 MPH REQUIRED CIRCLE, AND BOLT HOUSE POLES FOR MANUFACTURING. CAMERA PRIOR TO R0.EASING POLES FOR MANUFACTURING. 1 POLE DEFLECTION SHALL NEITHER EXCEED O.T IN 30 MPH WIND NOR 1.4" IN ]O MPH WIND. 2. STEEL SHALL BE ASTIE NEZED AFTER FABRICATION PER ASTM A923 AND A953. FASTENERS LESS THAN 0.50° IN DIAMETER LOCOING: SHALL BE STAINLESS OR BRASS. 9) CAMERA- EFFECTIVE PROJECT AREA =4.00 30. FT. 0 7-0" MOVE DIA. . 9. 2)DISH- 1'A'DIA. POLE TOP LEVEL, ATTACH STAINLESS STEEL BOLTS WITH USING EIGHT (8) STAINLESS 4 EEL STAINLESS STEELSOUS WITHEIGHT(TSTAINLESS STEEL WASHERS AND FOUR (4) LOCK -NUTS WITH NriON INSERTS. 20 Alft I406 r 1.6 TO SR 199 TSD -6-13 STAGE 2 -WIDENING state Washington state Department of Transportation AND 3R 515 INTERCHANGE qg3 CAMERA POLE S FOUNDATION DETAILS 1 OF 2 G29 •�'�+�• n # A a FOUR -1 %'9 ANCHOR BOLTS W/ S -HEAVY HEX NUTS AND S - WASHERS PER BOLT BOLT IS GALVA D FULL 1IRA O 1E 1051) -TG FULL G O iR" MR) CAMERA POLE BASE PLATE DEPTH OF FOUNDATION "D.. ANCHOR BOLT ASTIR A449. OR F1554 GR.105 3HAV OR FLATTER '..� DIAMETER LENGTH U FUTE) TWO - ANCHOR BOLT TEMPLATES. iR'P1ATE -PER POLE TA" I''B' a tfi (A ASS GAV. NOT RE v trz- W SW Ti' RIM 1-0 M9T w 4'-S° 1' -2M CENTER NOTE ''I tlt- 1v R DI I G W FOUR -1 HOLES FOR ANCHOR WLYS AI B OLT LE GRC = 25 iR •THREADED LENGTH ANCHOR BOLT ASSEMBLY OVER£XCAVATED AREA SHAD BE CAMERA POI-E E BACNFILLED WTH CONTROLLED- . DENSITYEILL (CDpF� DR VADI SOIL IN SCREEN ACCOROANCE WITH SID. SPEC 620.3(2) - SEE DETA GAPS ON BOTH CONNU Willi i ENDS SCREEN S C SEE DUAL ;.. 2M COMMIT m � NUT HEIGHT r 1'MAX. CAPS S ON 06TH TH ENDS II H p N t'� �_ s7 BOLT IASSEMBLLYOU F.6 Z� O D o UNDISTURBED SOIL - on� a YTDARS GROUND SLOPE �. P EVENLY SPACED J i o ANCHOR BOLT TEMPLATE ) 2 U SEE ANCHOR BOLT ADSFIABLY LL DETAIL THIS SHEET m 1 TGLPL UNITS OF STRI EXCAVATOR — . Bb"RWND FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH. ALTERNATE # 7 N.T.S. D. MORFGRD PACKAGE: 1C WELDED GA.V CLOTH lAw. c me SQ MAP AP AROUND BASE PLATE NTH 0' MIN LAP — CAMERA POLE HEIGHT DEPTH OF FOUNDATION "D.. ANCHOR BOLT ASTIR A449. OR F1554 GR.105 3HAV OR FLATTER 2H IV DIAMETER LENGTH BOLT CIRCLE SY' TA" I''B' a tfi s4° v trz- MY SW Ti' RIM 1-0 M9T w 4'-S° 64" ''I tlt- 3 SOLT OF BASE SCREEN DETAIL E CAMERA POLE L GENERAL NOTES: 1. THESE FOUNDATIONS PRE DESIGNED FOR A MINMILMI OF 1,500 PSF 3 ALLOWABLE LATERAL BEARING PRESSURE FOR THE SOILA SPECIAL LS ..FOUNDATION SHAL BE WOUIRED FOR SOUL WTH LOWER ALLOWABLE LATERAL BEARING PRESSURE THAN 1,500 PSF. m NUT HEICM r V MA%. 2. THESE FOUNDATIONS PRE DESIGNED FOR INSTALLATION ON LEVEL GROUND. OR ON SLOPING GROUND NOT TO EXCEED 21 SLOPES 'STEEPER THAN 2:1 REQUIRE A SPECW- DESIGN H 3. FOUNDATION LINDEPTH,B WITHIN ECOLOGY EMBANKMENTS SHALL E INCREASED IN OEPT1 8V THE DEPTH OF THE ECOLOGY EMBARKMENT I aN 4 -1 VSO ANCHOR DESIGN CRITERIA, BOLT ASSEMBLY MI AAS11T0 STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC 2 SIGNALS WTH INTERIM BROWNS 2002 AND =3. WHO VELOGTY: i MAX. 05 MPH GROUND MAXIMUM POLE DEFHECTON SW64 NOT EXCEED G7' IN SC MPH SLOPE AND II IN 70 MPH LAND LOADING EVENLY SPACED i)CAMERA - EFFECINE PROJECT AREA = 400 SO. FT.M Z-0 mow POLE TOP. 2.) DISH - 141N.® MILE TOP LEVEL 1 m I4 CTRS Q 1'Q'CTRS. SHORING OR EXTRA EXCAVATION AS RIBOUWED. CORRUGATED METAL PIPE 2 FOUNDATION TOP (162 S BE FORMED TO CREATE A SMOOTH CONCRETE SURFACE ALL EXPOSED FOAMING SHALL BE REMOVED UPON COMPLETION OF FOUNDATION CONSTRUCTION. lJ. GROUNDING CONDUCTOR .W AM STRANDED COPPER VATH Vb MIN, I BLACK CLAMP CONDUCTOR TO RESAR PATH LISTED CONDUCTOR .SUITABLE FOR USE EMBEDDED IN CONCRETE. ROUTE CONDUCTOR TO 1-0°--I S6"ROUND UNDISTURBED SOIL CAMERA POLE GROUNDING STUD. FOUNDATION REINFORCEMENT AND BACKFILL DETAIL CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY-111-PI-ACE FORM. PAPER OR CARDBOARD FORM SWILL NOT BE USED BENEATH THE GROUND SURFACE ALTERNATE #2 N.TS. W 1405 1 -5 TO SR 169 STAGE 2 - WIDENING state AND SR 515 INTERCHANGE RBPortat(on CAMERA POLE 6 FOUNDATION DETAILS 2 O E-1 T,_ tEV DC FROM PO'RER SUPPLY ull Pp41ER IN DpTp� _. NiRAN$1RNTFAA AG e c TO SEE ORDO RATON Pµ "l --1 OWDOAL OUT mom IN —N, ID PATCH fAND I COA[ i CPMERp Co. . CABIE TO CAMERA F CAMERA CONTROL CABLE WIRING DETAIL O O ji PuTE v Cowme I oeray r I ICKBEIEp FUSE HOLDER 2M BLOW . FUSE. °T O 1 AND TKEI1M03TAT ry — '`-) FIBER CPRC SUODSSVIION PMR V (VP� GFI C Q ® 1® 1 (;D SEARS 15 AMP l 15 PNP 15 BMP 0 I IIEAIER ® �... FPM JITxEFtpsTAT (� PJ ENY 1$ MN MNN 3G AMP D), . CA➢I. LYgP ® NEIXRAL BUS, COPPER 0 GFC14UREF UUi NECEPTACIE 0 GROUND 6US, COPPER OD EN GUPIE% RECEPTAIXE ® CWUNG FAN (D 15 MAP BRENNER FOR OFGWTIIET ® TNFANOSrAT. TPF pA3URE (D iN WAR STEP HEATER G FROM DOOR RMTCH (10 N. RC, It THENMOGTAT.90F %OSURE ® REM DOOR SYe cH (10 N, N C. 11 15 M SPARE BREAKER ®FRONT CeBINEF . ® 15 4MP RECEPTAGIE DREM'J:R 0BURGER SUPPRESSOR AND ELTER $KJ 15 MAP ENARONMEN7AL BREAKER a N ANP MNi BFEAY.ER ® POWBR TFwoI &o. Ell V Q'p Ga 6 FRONT VIEW SIDE VIEW CAMERA CABINET DETAILS CAMERA CABINET WIRING DIAGRAM NO. ISSUE DATE ISSUE RECORD - DESCRIPr{ON I DEMONED BY I ENTERED SW I CHECKED BY I b6iiik P[9 X nAre MANAGER:UN, I SAUU� xA v t. IB �) Ask 1-405 TSD -0-14 B R - IS TO SR 169 DESIGN TARN LEAD: y, STAGE 2 - WIDENING MWXMS Tx MORFORa FACT / ..+ Washington State Department Of Transportation AND SR 515 INTERCHANGE , PACKAGE: o RELEassO FOR Caxamumox .5e x.nlao x.arnD D. MOxFGxD 1C 7624 °�' CAMERA CABINET DETAILS G A FINAL DESIGN -IC X. Z11A0 KZXJUD MNORFOR0 M_! 4! i .A I L- A .FRONT VIEW P2 1 1N B' LEGEND POSnON A 8 POSITION A B POSITION a e fl THERMOSTAT !To MAIN BARRIER TYPE `Mn1 Poslrlows uwA.SSIGNEO ^ CIRCUIT SPEAKER _` THE i FIELD OET 1130 U RECEPTACLE Cr li `} RELAY COIL EO HIE S - SIGN CB o. T = TRANSFER WIRE IN PARALLEL: 113, 115 TO J15 SR TB4 4 -N- EL RAY, CONTACT NC. `$ 11% J3K Tat 5 WA WA TEN 5 FEW 13 P 18D THE 5 FIELD DE NW -t l- RELAY. CONTACT N.O. WA ! Tad 8 ME SURGE PROTECTION TIN 6 92] a 1182 1 : FIELD DET 110 1 TEA T NEW PEP SLMTCH TBB ] FIELD DEL` 1141 STAGE 2 - WIDENING Tat 2 1 CI Tad 8 618 NA SNATCH, KC FLASHER ASH ry TB2 3 FIELD DET NJ is TIN 9 REM DET DC GROUND - THE 9 FIELD DET J1D -Im MUIPMENT GROUND MK Tab 10 617 WE TO ADVANCED ME TR TRANSFER RELAY WARNING SIGNS 1134 it SR SIGN RELAY THE 11 NEW DET' P2 1 1N B' 'TSHAJL- L BLOCK'S" POSnON A 8 POSITION A B POSITION a e SNAli BE 12 POSITION TB1 1 TS1 !To MAIN BARRIER TYPE `Mn1 Poslrlows uwA.SSIGNEO FIELD GET IC]S. _` THE i FIELD OET 1130 Tat 2 TS1 1 Cr li 913 17E EO HIE FIELD DEP TB1 3 TER 2 CB TB4 3 His Bus: ITJ WIRE IN PARALLEL: 113, 115 TO J15 WA + TB4 4 !18 TO J98 I I 11-T THE 4 t AM 11% J3K Tat 5 WA SERVICE PANEL DETAIL FIELD INPUT INPUT PANEL DETAIL SECTION A-A AS. RFl CABINET ONE LINE DIAGRAM -POWER SUPPRE'S 90A l5A MONITOR (EOPLn3 (AUY) (UNIT a INPUT ✓ ✓ ✓(FLD) R (ENV) SUPPLY j( R1 L. a R 14 VOC INPUT INHIBIT / rMC1 PAN CONTROLLER [`,Q+ 4M TI AN `r FAN HEATER 2b R mac PwJCE SWITCH SlMTCA SNATCH JMTC- DOOR SNITCH AND PACK PACK CABINET LIGHTS 3 2 (SPoOVM IN OOCR -� -� PEN CONDTRONI R Y G RYG R Y G TO SIGNAL DISPLAYS VIA CURRENT MONITOR TO INPUT FILE A(SEE TERMINAL BLOT: ASSIGNMENT TABLE 703 ;1 FIELD DEL' 181 ITS 12 612 EN MODEL 334 CABINET DETAILS WITH FIBER OPTIC COMMUNICATION IS THIS 1 FIELD DET, INPUT PANEL TERMINAL BLOCK ASSIGNMENT TABLE POSnON A 8 POSITION A B POSITION a e T58 2 TB1 1 TS1 G ]BP 1 FIELD GET OD _` THE i FIELD OET 1130 Tat 2 TS1 1 C511S1 TIM 2 913 17E TES 2 925 HIE FIELD DEP TB1 3 TER 2 CB TB4 3 FIELD GET` ITJ i88 3 FIELD DEP 113, tgt 4 WA WA + TB4 4 614 17K THE 4 t AM 11% J3K Tat 5 WA WA TEN 5 FEW 13 P 18D THE 5 FIELD DE NW TER 10 Tat 6 I WA WA ! Tad 8 ME ISE TIN 6 92] 114E 1182 1 : FIELD DET 110 1 TEA T NEW PEP 1& TBB ] FIELD DEL` 1141 STAGE 2 - WIDENING Tat 2 1 CI HE Tad 8 618 ISE THE 8 Rig 114K TB2 3 FIELD DET NJ is TIN 9 REM DET i9D - THE 9 FIELD DET J1D TB2 4 M2 MK Tab 10 617 WE ITS 10 M29 ME Tag 8 T82 5 ' FLED 0EP 12D ( 1134 it FIELD DET IN THE 11 NEW DET' J1J Department otTnna Transportation p p Tat 0 ON 12E 71M 12 618 NOR TBB 12 Y.N JiK WA T82 ] FIELD DET' 121 THE 1 REM OEP 1100 TB] 1 REM DIM J'SD TB2 8 pd 12K THE 2 M19 110E 'TB] 2 M31 nE WA T82 9 FIELD GET 130 THE 3 FIELD DEP Uw la] 3 REM OEI' JU ..- ..--�. T92 10 0 13E THE 4 fYM MOK TB] 4 632 321K TIES 11 FIELD DEP lu THE 5 REM PET' HID TBT 5 NEW OEP J30 Tai 12 AB 13K TBS a M21 111E TBT 8 983 J3E TIES 1 FIELD CEI' MD 785 } FIELD DET' 111J TB} } REM DE1' J3J �j 183 2 M] ME TE5 8 M22 HIK "A T8] 8 Mat J3K R2 Tat 3 FlELO GEP 10.1 TIES 9 FIELD DE 1120 15! 8 FE DEP AD TB3 4 a 14K THEM 4123 112E TB] 10 M35 AE Tai 5 NEW 0EIP 15D THE 11 FIELD DET' Hu TER 11 REM DET' AJ THIS 6 98 ISE T85 12 A24 H2K TB] 12 X18 AK 783 ] Fl— DEL' HU M3 8 w0 ISK INPUT FILE (REAR VIEVN) 1H3 9 FIELD CEP ISO THIS 10 M11 16E 703 ;1 FIELD DEL' 181 ITS 12 612 EN MODEL 334 CABINET DETAILS WITH FIBER OPTIC COMMUNICATION IS THIS 1 FIELD DET, J50 T58 2 93] AE ^"°'^ W' THE 3 FLEW DET' JSJ 1-408 THE 4 93E AN TRB 5 FIELD DEP AD J. SAU IAN TB8 6 939 AS Tag } FLEW GET JE, 1 -6 TO SIR 768 THE 8 940 J3K 788 8 WA WA TER 10 WA WA me 11 WA WA T8812 WA WA im Tag 1 STAGE 2 - WIDENING ITS 2 Tae 3 D. MORFORO „ZT TB9 4 Washington State AND SR 516 INTERCHANGE Tag 5 WA WA Tag 8 WA WA PacKacB: T69 ] WA WA Department otTnna Transportation p p TER B WA WA 0 THE a WA WA N. MAO 0.MORFGRA T89 ib WA WA R Tee N WA WA MR 12 WA WA FIXAL OESIGR -1C . cvttq INPUT FILE T' TERMINAL BLOCKS INPUT FILE "J- TERMINAL BLOCKS "JV — "J16" ..ED.. BT 1 OE810R PMNAOER: ^"°'^ W' TS w MOT 1-408 J. SAU IAN wuN 1 -6 TO SIR 768 TSD -0-16 TASSKLEAD: im STAGE 2 - WIDENING - D. MORFORO „ZT Washington State AND SR 516 INTERCHANGE 7 '' PacKacB: a »- Department otTnna Transportation p p 0 ffiaO RELEASED MR CONSTRUCTION -1C X. SXAO N. MAO 0.MORFGRA iC 7624 R 3.�4 CABINET DETAILS 1 ®F v'S �`- A Oor. FIXAL OESIGR -1C N. YN6G N -P114O O.YMFI+aN ..- ..--�. Ii O G CONNECTOR 90 CURRENT MONITOR) PIN CONNECTION FUNCTION I 0140 CMW -RED 2 ci$ CM2 -YEL 3 C1485 CM2 Tel 4 C1 -77 CMI -RED 5 cl-78 CA1I -YEL S C1 -79 CMI -MN T C1A0 cM3AED 8 Cld1 CM3.YEL 8 C"D CM3 RN 10 CI W NA 11 NO NA 12 NC NA ( 13 NO NA 14 NC NA 15 NO NA 8 NC NA 9 CY7C NA 18 C1 -71 RA is Con NA 20 NG NA 21 OS19 NA. 22 Ca-M NA 23 DC GND DO GROUND 24 TBIAB W VDC C2 CONNECTOR TO FIO MODEM C2 PIN DB25(MAI£) K 2 L R 7 o�M KEY TO ABBREVIATIONS C@ = gRCNi BREPItER cm = grauEwr.MOxROR @P - DISPLAY PANEL Ya = MONITOR UNIT NA - NOT ASSIGNED Nc = NOT CONNECTED TC . INDUCE CONTROL MIX( SR = SIGN RELAY 55 - SON SWIVH SAPS = SWITCH PACK TR = 724NSFFA NISAY C5 CONNECTOR (TO DISPLAY PANEL) PIN CONNECTION FUNCTION 1 C1483 DP - REMOTE 2 C184 OP INA 3 C135 OP STANDBY TRAFFIC 4 CLEM DP STANDBY CLOCK 5 C137 DP - TELEMETRY 6 CiS8 DP -ECHO T CI-89 DP-CONFLICT 8 C1-90 DP -DET FAILED 9 C181 DP ­RED LANE 1 10 C1-93 DP METERING, SS-3 11 C184 DP -RED .LANE 2 12 C1.96 DP -YELLOW LANE 2 13 0186 DP -GREEN LANE 2 14 01-97 DIP -YELLOW LANE 1 15 cl48 DP -GREEN LANE 1 16 C1 -99 ON AED IANE 3 17 C1 -100 DP -YELLOW LANE 3 15 CI -101 ON GREEN LANE 3 19 NC NA n NC NA 21 NC NA n NO NA n DC GND SS-1 24 111413 24 VDC C6 CONNECTOR (TO PDA) PIN CONNECTION FUNCTION 1 C1 -2 SWPM1 ED 2 C1 -3 SAPK1 -GRN 3 C14 SYWK2 -RED 4 cis SWPK2 -YEL 5 C18 SWPK2GRN 6 'CI.7 SVRK3AED T CI-8 SWPK}VEL S CI-9 SWPKbGRN 9 C137 SWPK9 -YEL 10 ClAw WATCHDOG MU 11 NC NA 12 NO NA 13 NO NA 14 NC NA 95 NO NA i8 NC NA j n NC NA . 16 HC NA 19 NC NA 20 NC NA 21 NO NA = NC NA M DO GND DO GROUND 24 715138 2F V9C ME 5 064 POLICE CONTROL SNATCH CONNECT TO FUNCTION NC NA i W GND DC ONO 2 C1.88 .POLICE CTRL 3 SHOWN IN OR MODE HOTS: INDUCE CONTROL SNTCH SHALL BE 2-POSMON STATIONARY TYPE WITH 10 A CONTACT RATING. SIGN SWITCH CONNECT TO FUNCTION 05.23 DC END 1 SR-7 SR COIL CS-10 AUTO METER 3 GET,1 SHOWN IN AUTOMATIC MODE NOTE: SIGN SNATCH SHALL BE 3-POSMON PIN STATIONARY TYPE WTH. 10 A CONTACT PIN RATING. POLICE CONTROL SNATCH CONNECT TO FUNCTION NC NA i W GND DC ONO 2 C1.88 .POLICE CTRL 3 SHOWN IN OR MODE HOTS: INDUCE CONTROL SNTCH SHALL BE 2-POSMON STATIONARY TYPE WITH 10 A CONTACT RATING. SIGN RELAY CONNECT TO FUNCTION SG -2 SIGN CONTROL 76 NO NA NC NA 8 5 NO NA 'n -T AC. 1 4 T1-3 SIGN OFF FIELD CS-M +24 WC 2 3 TI-0 SIGN ON FIELD SHOWN DE- ENERGIZED (NOT METERING) NOTE: STRAY SHALL. OPERATE ON GROUND WTPUT FROM 170 CONTROLLER. RELAY COIL SHALL DRAW LESS THAN 75 MILLIAMPERES. RELAY SHALL BE OPDT AS SHOWN AND HAVE CONTACT RATING NOT .LESS THAN 10 A CONTINUOUS DUTY AC WRING FROM SIGN RELAY TO PDA SNAIL BE 14 AM P1 CONNECTOR FEMALE INPUT FILE TO :DISPLAY PANEL 8 P2 CONNECTOR - MALE I DISPLAY PANEL TO CI I PI PINS .CONNECTION FUNCTION CONNECTOR C1P ANDC1S FUNCTION 1 Wi GET,1 1 PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION PIN CONNECT TO FUNCTION 3 1 DC GRD DC GROUND 27 NC NA 53 ON M GET 15 79 'DP 77`.44{ :..MT37XMIG DP5 2 C6-1 SV.PKIAED 28 NO NA 54 OP 58 BET 96 80 DP 78A*T DEMMYCM3ft 'BET 7 3 CS-2 SWPKiGRN 29 NO NA 55 DP 57 GET 97 81 DP 79N'b8 OETWCf43Y TEXAS 4 (364$ SWPK2AED 30 NC NA M DP 58 BET 98 82 DP 86PA9 DET4 NOG ME 5 064 9WPK2 -YEL 31 NO NA 57 OF 58 GET i0 83 CSt OP REMOTE W 8. CB-6 SWPK2GRN 32 NO NA 56 DP. 60 GET 20 84 06-2 NA 7 C8 4i SNPIC RED 33 NC NA SO OR 81 GET 21 85 C541 OP TRAFFIC DP&I UET.23 8 CST SNRN3 -YEL 34 NO NA NO DP 82 GET n as CSI DP CLOCK 25 9 C63 SNPXl DRN 35 NC NA 61 W 63 BET 23 87 C5­5 DP TELEMETRY W NO NA 35 NO NA 62 DP 64 BET 24 80 O58 DP. ECHO DUN ii RC NA 37 CS-9 SWPKI -YEL 63 Col CM2 -RED :89 CST. DP CONFLICT DP31 2 NC NA 38 'NC NA W Cb2 CM2 -YEL 09 C58 DP GET FAILED 33 13 NC NA 39 OP 41 GET 1 BS C43 CM2GRN 91 C58 DP RED Ll 14 (164 INPUT GNB 40 ON 42 GET 2 68 PC3 POLICE CONTROL 92 DC GND OUTPUT ONO GPTB DET.W 15 NC NA 41 OP A3 DET 3 62 DP 65 GET 25 &1 C`5_10 (SIGN TOOP METER 38 96 NC NA 42 GP 44 OET 4 Be UP 88 GET 28 94 C5.11 DP RED L2 17 NO NA 13 DP 45 BET 5 69 DP 67 GET 27 95 CS12 DP YEL L2 NA 10 NC NA 44 DP 46 GET 8 70 OR 88 SET 28 96 CS13 OP ORN L2 NO 18 NC NA 45 OF 47 GET 7 71 DP 89 BET 29 97 0514 DP YEL LI 46 M NC NA 46 OP 48 GET 8 72 DP 70 BET W 96 CS-15 ON GRN It 21 NO NA 47 OF 48 DET 9 n DP 71 GET 31 99 C5_16 BP RED 0 NO NA 22 NO NA 48 BP W GET 10 74 DP 72 BET 32 iW CS-17 DEN TEL L3 23 NO NA 49 DP 51 GET 11 75 OF 73 GET 33 101 OSID DP GRN 0 24 NO NA Ic 59 OP 52 GET 12 76 DP 74 GET 34 102 116_3 GET RESET 25 NC NA 51 DIP 53 DET 13 TT DP 7S DETWICRIR 103 mio WATCHDOG 38 NC NA 52 OR 54 GET 14 TS DP 76 5 DET36ICMIY 104_DC GND INPUT ONO SIGN RELAY CONNECT TO FUNCTION SG -2 SIGN CONTROL 76 NO NA NC NA 8 5 NO NA 'n -T AC. 1 4 T1-3 SIGN OFF FIELD CS-M +24 WC 2 3 TI-0 SIGN ON FIELD SHOWN DE- ENERGIZED (NOT METERING) NOTE: STRAY SHALL. OPERATE ON GROUND WTPUT FROM 170 CONTROLLER. RELAY COIL SHALL DRAW LESS THAN 75 MILLIAMPERES. RELAY SHALL BE OPDT AS SHOWN AND HAVE CONTACT RATING NOT .LESS THAN 10 A CONTINUOUS DUTY AC WRING FROM SIGN RELAY TO PDA SNAIL BE 14 AM P1 CONNECTOR FEMALE INPUT FILE TO :DISPLAY PANEL 8 P2 CONNECTOR - MALE I DISPLAY PANEL TO CI I PI PINS .CONNECTION FUNCTION P2 PINS CONNECTION FUNCTION 1 Wi GET,1 1 M41 BET..1 2 DP2 DET.2 2 DP42 DET.2 3 DES GET .3 3 DP43 BEET. 3 t 4 pP1 GET.4 4 OF" DET.4 6 DP5 GET. 5 5 DIN15 DET 5 i... 5 on DET.6 6 DP48 DET 6 7 UP7 'BET 7 7 DP47 GET T > 8 OPT .BET, 8 a DP" BET a I CHECKED BY 9 DP9 GET.9 9 DP49 GET.9 10 ME DET10 10 DPW DET.10 11 Mll DETAI 11 DP51 M..11 MANAGER: A. wuwtx 12 OF12 OETA2 92 DP52 DET.12 �I I..N. 13 DP13 DET.13 f 43 DP53 OETA3 14 OP14 DET.14 14 MINI DET14 is DP95 DET.I5 15 DP55 BETAS IS DP16 TEXAS i 18 DMal OET.16 17 DP17 DET17 17 DPIC DET.17 18 ME BETAS 18 OPSB BETAS 99 DPi9 DET.19 19 DP59 OET.19 W DP20 M20 20 DPSU DET.20 21 DP21 DEL21 21 : DMI DET.21 n DM MID STAGE 2 - WIDENING 22 DF82 DET.22 (: v 23 DP23 BET23 �� 23 DP&I UET.23 24 DP24. MITI 24 DP84 :. DET.W Washington Tn a DPW DET.W `"" 25 Wes DET25 28 DPW DETn M DREG DET'W 27 DP27 DET.27 27 DM7 OET2T 28 DP28 DET.28 a 26 DPM UET.28 as DP29 DUN j l 28 MR) DET.29 SO DPW DET.W I 30 OPTS DET.W L° 31 DP31 DET.31 ;) 31 DP71 DET.31 N.2NAO 32 DP32 DET32 32 W72 DET.32 33 OP33 DET33 i) 33 DP23 Dun '. A 34 DP34 DET34 N. ]NAo 34 DP74 DETM W DPW DET .36 i� 35 DP7S DET.SS W DPW BET '38 GPTB DET.W 37 DP37 BET37 �� 37 DPTT DET.37 38. DPW MW 38 DKS MW 39 DPW DET.M 39 DP79 M39 40 DM DET.40 40 DPBD DET40 41 NC -HA 41 NO NA 42 NO NA 42 NO NA 43 NO NA 43 NC NA M NO NA N NO NA 45 NO NA 45 NO NA 46 NC NA 48 NC NA A NO NA 47 NC NA 4@ NC NA 48 NO NA 49 +24 WC POWER 49. NO NA SG LOGIC ONO GROUND 50 NO TN > NO. ISSUE DATE ISSUE REDO M - DESCRIPTION DESIGNED BY ENTERED BY I CHECKED BY I DESIGN o MANAGER: A. wuwtx X0. 10 xaen AS 8.. �"s, N � �I I..N. WOS TsD.0-16 tr' 1-6 TO SR 165 -. ® r°src LEAD: STAGE 2 - WIDENING v xxMANT H _ „t fi HMU 00���� Washington Tn AND SR 515 INTERCHANGE `"" PACKAGE: PACKAGE: Transportation :DOMBNINBni O /TrDRBPOYFiB00,% of a RELEASED MR GrxtsmacTww 7524 L° eNwm -w N.2RAG N.2NAO D. MQ4FOR0 1C t 334 CABINET DETAILS 2 OF 3 A WSIAQ Is. DESIGN -IC N. ]NAo N. SNAG : D. MORN. ®nce ENGRAVED PHENOLIC DETECTOR NAMEPLATE 026' SCREENED TEXT. ZIX o °TYPICALSEE FIELD WIRING 0, 12W SCREENED TEXT 1� SEE NOTE BELOW. —� ENGRAVED PHENOLIC CABINET NAMEPLATE ( \ 3' X 9.S TYPICAL. SEE SPECIALS. Sells. I TA IV BELOW. PDA 93 MODIFICATIONS CONNECT. FUNCTION Rd TO Tab TR OUTPUT TO FIELD GRN 2 T26 TO MU-3 ENERGIZE TR MEN MU IS NORMAL T1 -1. T13 TO SR3 REM OUTPUT -SIGN ON T13.714 TO SR< MEW OUTPUT -SIGN OFF ADO TRANSFER RELAY n AS SHOWN. AD+ 3 T48 GRN OUTPUT NO NA TR-5 'AC+. T _o MU -0K 9 2 723 AC- ACa. SHOWN DE- ENERGIZED 0 DETECTOR DISPLAY ADVANCE WARNING SIGN I `i ES XXX 0 1 -5 TO SR 158 ''J ON � AUTOMATIC ` MP XXX.XX 37s^ OFF TEST SIGN OFF SIGN ON ' i (TYPI TESTIRUN TEST(RUN TEST /RUN TESTMUN 1 CO� it�� 210-0 318-0': 0.7s (rrq 2 2&0 220 --- - 32QP0r 3 e-0 930 230-0 330, Washington Stat® 4 G�O. 14 &0 246-0 340-0, -- aPACKAGE: 5 a. 0 15. &0� 25 0- 0 35 �0;________. , 69+0 16 &0� 26 0____ __. ------------- , 361'�O;_- 7 �0� 170-0 270 ------------ . _----- - - - - -" 370___ E 8 43,0r. 188-0 200 36 a- 0: I a. MORFORD 1C s (0—G 99 a-0 29& 39 . 334 CABINET DETAILS 3 OF 3 106.0 200 300 -_ 40 9'0., -_ -� LANE 1 LANE 2 LANE 3 0 REMOTE 0 TELEMETRY n mne -e �. -. -.. Ci RED (D RED 0 RED 0 STANDBY TRAFFIC 0 ECHO °o. 0 YELLOW 0 YELLOW O YELLOW 0 STANDBY CLOCK O CONFLICT vRYA) 0— (D GREEN G GREEN C) GREEN 0 METERING O DET. FAILED 0 x a -. m n i 3.5^ 4° DISPI AY PANEL NO SCALE :UNLESS OTHERWISE NOTED, ALL TEXT SHALL BE SCREENED DIRECTLY ON THE PANEL. TEXT SHALL BE 0.25" MINIMUM, 16.5" B (REAR VIEW) ti R1 O R2 t o0 M Q INSTALL MODEL 430 TRANSFER RELAY WIRE AS SHOWN BELOW. PDA 93 MODIFICATIONS CONNECT. FUNCTION Rd TO Tab TR OUTPUT TO FIELD GRN 2 T26 TO MU-3 ENERGIZE TR MEN MU IS NORMAL T1 -1. T13 TO SR3 REM OUTPUT -SIGN ON T13.714 TO SR< MEW OUTPUT -SIGN OFF ADO TRANSFER RELAY n AS SHOWN. a TRANSFER RELAY (FRONT PANEL OF PDA T13) reREV ET CONNECT TO FUNCTION CONNECT TO FU_ CPo TION ^ ^ _ 7 ® ) ( SWPKi -i AG SUPPLY 1^ SWPK2.7 GRN -2 CB 3 AD+ 3 T48 GRN OUTPUT NO NA TR-5 'AC+. T _o MU -0K 9 2 723 AC- ACa. SHOWN DE- ENERGIZED MU-OK Ell 2 T2-2 C9) - -- ENERGIZED BY MONITOR UNIT NORMAL SHOWN DE- ENERGIZED a TRANSFER RELAY l2 (MODEL 430) reREV ET CONNECT TO FUNCTION CONNECT TO FUNCTION ^ ^ _ _ ) ( , ` ` ? SNAK3 -7 GRN3 SMK1 -7 GM-1 T4-3 _ GRN OUTPUT 1 T. GRN OUTPUT CB3 7 L ACN a -\ 4 TR23 ACa. Rd MU-OK Ell 2 T2-2 C9) AC- SHOWN DE- ENERGIZED 1 -5 TO SR 158 ENERGIZED BY MONITOR UNIT NORMAL LTSD 0 -17E a reREV ET mECKEV aT I I I .... MANAGER: I ^° a ^ ^ _ ) ( , ` ` ? Id05 u. eAUxnn a wAw 45" 1 _ E 1 -5 TO SR 158 LTSD 0 -17E TTASKLEAD: STAGE 2 - WIDENING :MdiM Washington Stat® AND SR 615 INTERCHANGE g aPACKAGE: µ-, DEPaPUR2nt otTronBPON51IOn E RELEASm FOR CONSTRUCnON -1C x_ a NzxAO a. MORFORD 1C 7624 334 CABINET DETAILS 3 OF 3 e- A FIN ®L O E910M . tE N.9X ®(] n mne -e �. -. -.. s A O 0. j l 1 u J \ 240 2° ♦e 4 -. © 5 —.. J8 d 13 C �B- _J (� 1 Z B 3 4 2) p o V mJ CIRCUIT DIAGRAM INTERIOR DETAILS WTH DEAD FR04r9 REMOVED) TRANSFORMER DETAIL .B9v- lzovrzlw 3r.? =rts-rts PACI(AGE: 1C I 7624 MOSCorridor D95l n- SuikierS KEY — _ 0 RELEASED FO CONSTRUC7'f . OPRIMARY POWER. OMuN BREMEN. OSECONDARY MAIN BREAKER ® SECONGMY BRANCH BREMERS,6 CIRCUIT PANEL. SO. TRNISFORMER @� NEUTRAL BUSS. 7O GROUND BUSS ® RECEPTACLE GROUNDED (GFCIN AMP, 130 VOLTS). OPERMANENTLY AFFIXED COMPARTMENT SEPARATOR. t0 SEE FOUNMTIOI DETAILS. ti ENCLOSED IMREWAY FOR IM CIRCUITS. iz GROUNDING ELECTRODE. i8. MAIN 80MING JUMPER. 14 ..CABINET EGGING JUMPER. t$ .SUPPLEMENT GROUND (FROM REBM TO GROUND BUSS) i8 1300aMQV POWER CODUR(S)AND GROUND CONDUIT. 9T 180V POWER CONWIT(S). .GENERAL NOTES 1. CABINET SIZE FOR 3 WA 125 WA TRANSFORMERS SHALL BE 1B' HIGH X W NflOE X 3 DEEP. CABINET SIZE FOR 128 -35 WA TRANSFORMERS SHALL BE 5M HIGH X 3T WADE X W DE£P 3, THE SECONMRY BRANCH BREAKERS SHALL BE BOLT IN TYPE MOUNTED ON COPPER BUIRANOM RATED. AT iW MRS. 3. ALL CIRCUIT BRFPIIERS INSTALLED SHALL BE PERMANENTLY MARKED VATH APPLICABLE CRCUIT NAME <. THE DEAD FRONT SHALL BE FABRICATED IN TWO PARTS, ONE FOR EACH COMPARTMENT 5. THE DOOR HINGE SHALL BE MOUNTED ON THE LEFT SIDE 4 1 -405 TSD -0-11 IS TO SR 169 STAGE 2 - WIDENING AND SR 615 INTERCHANGE TRANSFORMER CABINET DETAIL ,�„ 8. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER SHALL BE HOT DIPPED GALVANMED ALTERNATE STAINLESS ALL ANCHOR MITE STEEL CINCH BOLTS PER MMUFACTURE'S RECOMMENDATION. BOLT SHALL EX]END A MM 1.5 INCHES ABOVE THE CONCRETE PAD �. ]. BEE SECTION 4N.34 FOR AOOTBONFL REQUIREMENTS. B. TRANSFORMER VOLTAGE AND. WA REQUIREMENTS ARE AS SHOWM IN THE ITS PLANS AND SPECIAL PROVISIONS. _ 9. SEE TRANSFORMER BREAKER SCHEDULE FOR SIZE AND QUN1Rtt OF 9REMERS, 1 -405 TSD -0-11 IS TO SR 169 STAGE 2 - WIDENING AND SR 615 INTERCHANGE TRANSFORMER CABINET DETAIL ,�„ • aP €-405 ornd ^r Design- Sailders tq.n RELEASE Y FOR CONSTRUCTION lie DOWN T FRDNT I n TUBE (TYP) i SEE ILLUMINATION PLANS FOR SIDEWALK 8'6" CONDUIT AND WIRE SIZE T� �' PLACE CONCREf f VC t 2'E' WITHIFOUk6ATIC tfp _ _� _ P XF - -TO CCTV i(4 "PREMODED i!A "0 DRAIN B _ -- - -- -- CAMERA JOINT FILLER TUBE (iYP.) 3@ "FILLET (NP) m1--1 -, s xx CrTP7 r s -}•— ' -,r —• - -s —e - -r :CXvu) g' DIA. CABINET J B 6 � SUMP (TTYP.) 1 REAR ! 1 v '� i .T_.-_.. L.._. - ;.-_. § aF ® t' -0" EA WAY a -� r " @TOP &BOTTOM) CLAMP BARE Na "- EA YtlAT tOYP. COPPER WIRE TOP 8 BOTTOM) CONTROL SIDEWALK TO REBAR JOINT TO GROUND ROD A SEE STD.PLAN J-SA PLAN CABINET FOUNDATION DETAIL STA-M 29+50 NTS SECTION A TUTS NOTES: 1. ALL CONDUITS SHALL Be CLUSTERED TOWARD REAR OF THE CABINETS. 2, SLOPE FOUNDATION WR7.TO THE FREE EDGE. 3, SLOPE PADS 1I4RF7 TO THE SUMP IN CENTER- 4 ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS Z UP, 5, ALL CONDUITS SHALL BE HOT DIPPED PALVANIZED OR PVC. 0. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD. T. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE SIB" DW. BY IF WEDGE ANCHORS. S. CONCRETE SHALL BE CLASS 9000. S. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED. ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION. BOLT SHALL EXTEND A MIN. 1 -ffY ABOVE THE CONCRETE PAD. 10, SEE SHEETS TS-BO4 THROUGH TS407 FOR WIRE NOTES, 11, CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL BE 0"AND Z'OTHERWASE. A .tea >uwx 10 waN, g��C s, Fr �y �) tll I 5 a 4 Taf Id05 1 -5 TO SR 169 TSD -0.78 TASK "LEAD: STAGE 2 - WIDENING aaoRFDRD comun ua 5' �/pA� `R'° " °t' }3•la Washlnpton Stote Department Df Tranaportatfon AND SR 5151NTERCHANGE ""' ,�, PACKAGE. RFC -1C 7624 drz w CABINET FOUNDATION DETAILS T OF 6 ,,,�., co r I AA i� TYP 2 TOP OF BARRIER SEE ILLUMINATION PLANS FOR CONDUIT ____________I AND WIRE SIZE EXISTING __.__ ;PULL BOX1 m� JB B' D I SUMP (TYpr R)- VP DRAIN TUBE (TYP)- CABINET REAR f I PLAN CABINET FOUNUTION DETAIL STA E405 1209 -M NTS 44 EA WAY NP. TOP & BO OM) x sbuBbw TASK L 0OAD .M L PADFAGE: 7524 RFC -1C CLAMP BARE kB COPPER WIRE TO REBAR Ra1i 1405 Corridor U sQn- E&Iiivers FELEASED POR CIONSTRU(7, 10%1 SECTION A MS NOTES: 1. ALL CONDUITS SHALL BE CLUSTERED TOWARD REAR OF THE CABINETS. - 2. SLOPE FOUNDATION 1WIFT. TO THE EDGE. 3. SLOPE PADS VVIFT. TO THE SUMP IN CENTER. 4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2 "UP. 6. ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC B. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD. 1, BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER BOLTS SHALL BE UW DIA. BY Y WEDGE ANCHORS. S. CONCRETE SHALL BE CLASS 3D00. 9. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED. ALTERNATE'. STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION. BOLT SHALL EXTEND A MIN. 1- IM' ABOVE THE CONCRETE PAD. iD SEE SHEETS T W THROUGH TS T FOR WIRE NOTES 11, CLEAR COVER FOR REINFORCING STEEL BOTTOM SLAB SHALL BE 3' AND Y' OTHERWISE. AM 1405 H4-3 B-5 TO SR 169 AP Topton Stsb STAGE 2 - WIDENING of Transportation AND SR 616 INTERCHANGE CABINET FOUNDATION DETAILS 2 OF 6 co I MR NN i Z CV (4'X6') TOP OF BARRIER DRAINAGE CHANNEL A4 @ 1'tl' mm, EA WAY LTYP. TOP & BOTTOMI- ILLUMINATION PLANE FOR CONDUIT AND WIRE SIZE 1 TO GROUND ROD SEE STD. PLAN JM CLAMP BARE MS COPPER WIRE TO REBAR i LEVEL CABINET REAR I y I I ........... �! CABINET PLAN CABINET FOUL RATION DETAIL STA. TBS -NB405 SBN1 NTS TOP OF SLAB ELEV = X 2 IWO DRAIN TUBE (TYP) -W DW SUMP (TYP ) 'A:I ILIPI L BAWMN DESIGN TASK LEAD'. 0. NORFORD PACKAGE: RFI #148 SLAB 94' 5 ARIES M4 ]E@ 5Y E4 FACE ^)I SEE SHEET PVDO-OT FOR DRANAGE CHANNEL DETAILS I CONSTRUCTION JOINT 6.. DIA q m ME) 1'-0" MAX EA. FACE SUMP I1YP) 2'a #A 1'-0"MAX. PLACE CONCRETE PAP TRAFFIC EA. YYAY (TYP. INTEGRAL WITH FOUNDATION BARMIER TOP 8 BOTTOM). O4 14 Suuc. (TYP) SECTION A HIS NOTES: 1. ALL CONDUITS SHALL BE CLUSTERED TCNVARD REAR OF THE CABINETS, 2. SLOPE FOUNDATION 114 "IFT.TO THE EDGE_ 3. SLOPE PADS IWIFT. TO THE SUMP IN CENTER: 4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WTH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS T UP. 5. ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC. 6. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD, 2, BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE SOP DM BY G" WEDGE ANCHORS. & CONCRETE SHALL BE CLASS WW. B. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED, ALTERNATE STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION. BOLT SHALL EXTEND A MIK 1W MOVE THE CONCRETE PAD. 16. SEE SHEETS TS404 THROUGH TSO47 FOR NEE NOTES. It CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL BE WAND 2.OTHERAISE. { r 1 U. FACE (IYR) — TOP OF CONCRETE L SLAB w co I I 0 E ,a@ i' -0 ° MAX. WAY (TYP. TOP 6 BOTTOM) M) TOP OF BARRIER DRAINAGE CHANNEL LEVEL CABINET REAR ................... r I: :e SEE awmumm PLANS FOR CONDUIT AND VA.- SIZE V TO GROUND ROD SEE STD, PIAN J i� CLAMP RARE N COPPER WRE TO FEW TOP SUB ELEV. SIM rv� INP 2 PIACES) S+ __ __ I CV (4'X6') w DIA. SUMP ITYP.) PLAN CABINET FOUNATION DETAIL STA, NB405 1238 -01 HIS NOTES: 1. ALL CONDUITS SHALL BE CLUSTERED TOWARD REM OF THE CABINETS. 1 SLOPE FOUNDATION 114'tFT.T0 THE EDGE. 3 SLOPE PADS 1141FT. TO THE SUMP IN CENTER, 9, ALL CONDUITS SHALL HAVE A COUPLING FLUSH WTH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2 'UP. 5, ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC. S. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD, T. BOLT PATTERN IS PROVIDED BY CMINET MANUFACTURER. BOLTS SHALL BE W- DA BY 0' MODE ANCHORS, B. CONCRETE SHALL BE CUSS MO. B. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVMIZED. ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOSMENDATION. BOLT SHALL EXTEND A MIN.1 1Q' MOVE THE CONCRETE PAD, 10. SEE SHEETS TSNODG THROUGH TSNG-07 FOR WRE NOTES, 11. CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL BE Y AND 701HERWSE. 12. SEE SHEETS INPSP- 8 W-PSP-25 FOR RWIT DETAILS. RNV1T SEE NOTE 12 SEE SHEET 11410 PVDOOT FOR CONDUIT ORMNAGE CHANNEL DETAILS -TOP SUB TOP OF BARRIER ELEV. 81.88 t u Inn u CABINET REAR RW-1T SEE r SHEET FOR - - -- neu �t -T� 8" 010. - - -- tln MA%. EA 4WY STING SUMP.(iYP)) I xwER .. SECTION A NTS PUCE CONCRETE INTEGRAL WITH F -TOP SUB TOP OF BARRIER ELEV. 81.88 CABINET REAR RW-1T SEE r SHEET FOR - - -- OFIL PUNRROFILE �t -T� - - -- tln MA%. EA 4WY I (T YP. To TOP 8 BOTTOM)) .. . FI. -------- AM"m WN TAS LE D MO K GM D MGAFAR PACHAGE: 7624 RFC -4C TO SEE STD. PLAN R.O MD Cl-AMP BANE COPPER W T �_ RE TO REBAR G IWO CHAIN TUBE MR) FINISHED GRADE NT CONCRETE FASCIA PANEL NT SHOTCREFE FACING R0 B 1' 4' MAX. EAL WAY. (TYP. TOP 8 BOTTOM) Ctl (4 °X6`) SEE ILLUMINATION ' PUNS FOR CONDUIT AND FARE SITE JOINT co I ii i i i Y a 1t4 "O BRAIN NCH IN SEE ILLUMINATION PLAN$ PC CONDUIT AND HARE SU Cv CABINET FRONT A \ @ RM 22 %P) 1W" RIGID 1 _SDA. CONDUIT DRAIN) SUMP (TYR) SECTION XF NTS — 7624 CABINET FOUNDATION DETAILS 6 OF 6 P ,D A i 4 RM 22 %P) 1W" RIGID 1 _SDA. CONDUIT DRAIN) SUMP (TYR) SECTION A NTS — SUMP (fYP)- . ✓L_.._.- .- _.- _.._. -_.._. °'CAMERA CLAMP BARE. COPPER WIRE TO REBAR G� GROUND ROD CABINET BEE E STD. PUN REAR AR W r$ T fZ EA. WAY MAX (M.TOP 8 00TTOM) CABINET, FOOMWTION DETAIL GUARD RAIL OF STA: SR 05 12A5 NOTES: NTS 1, ALL CONDUITS SHALL BE CLUSTERED TCWARO REAR OF THE CABINETS. 2. SLOPE FOUNDATION VRIFF TO THE EDGE. 3. SLOPE PADS W. THE SUMP IN CENTER. 4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS Z' UP, 5, ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC, 8, USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD. L. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE 518" DIA. BY 6' WEDGE ANCHORS, 8, CONCRETE SHALL BE CLASS 3900. 9. ALL ANCHOR BOLTS SHALL BE NOT DIPPED GALVANIZED. ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION, BOLT SHALL EXTEND A MINI 92 'ABOVE THE CONCRETE PAD. hr' 6 BEE SHEETS TSN-0-03 THROUGH TBN-0-0T FOR WIRE NOTES. t. CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SUB SHALL BE T AND T OTHERIMSE. DESKaN TASK LEAD: n. MDBFneD PACKAUE: RFC -1C (�T co I X�t u B Washington State Department o/ Transportation 1.405 1 -6 TO SR 169 STAGE 2 - WIDENING AND SR 515 INTERCNANGE TSD°P23 _ (..3 7624 CABINET FOUNDATION DETAILS 6 OF 6 co I MA @ 1'44• MAX. (WP, TOP b BOTTOM) � D ®® i- CABINET IT-- I ie 1 7, 1 ES Ff SEE ILLUMINATION PLANS FOR CONDUIT Td" AND WIRE SIPS FOR POWER 9/4'0 DRAIN - -_. �.I �- -- TUBE (TYP.) t-�—}- j 7 To X67 - 1140 DRAIN TUBE (TYP) I I SEE ILLUMINATION CONDUIT 1 PLANS FOR CONDUIT AND WIRE SIZE I 1 �I B' Du. SUMP (TYP.J CLAMP BARE 96 COPPER WIRE TO REBAR N., M GROUND ROD I BEE STD, PLAN J -9A 8 SUMP (4) I TO GROUND ROD ' 1 SEE SM. PLAN J -9A 1 O CLAMP BARE N COPPER WIRE TO REBAR BACK OF EXISTING I _`J -1— ______r RBONT r -------- r--- 6" VM I I I I I I I I I � pp —5 CABINET REAR VM P CABINET FOUNDATION DETAIL .o 1 � pp —5 CABINET REAR PLAN CABINET FOUNDATION DETAIL STA SBB w &1288 +50 64 ® T• ' MAX EA WAY (TYP.TOP b BOTPOM) F EXISTING PLAN PARKER i "MIN.EMBEDMENT CABINET FOUNDATION DETAIL 6 FOR 51 g'0 RESIN BONDED ANCHOR. STA. SIMOS 125.25 O� NOTES: .a_ NTS i. ALL CONDUITS SHALL BE CLUSTERED TOWARD REAR OF THE S'E" CHAIN LINK FENCE -SIDE g•JF T-0" CABINETS. I (SEE MOUNTED u'f FENCE POST DETAIL% A 0 p-0" M. Q9P CONCRETE PAD D W 2. SLOPE FOUNDATION 9!4'967 TO THE EDGE. (3116) TOP & BOTTOM) yp! FINISHED S SLOPE PADS 114967, TO THE SUMP IN CENTER r ��i (3116) �i GRADE 4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE ! f311g'x HOLES OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2 -UR S. All CONDUITS SHALL BE HOT GIPPED GALVANIZED OR PVC. i � @ 1f2 6. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD 1-0 T. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE SXI' MA. BY 6- WEDGE ANCHORS. e. CONCRETE SHALL BE CLA55 3(%10. T� ft @ 1'4Y, MAX (TYP. EA. FACE) 9. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANU:ED. 4 la' 4 12" MAX. (fYP.) r(T-YR ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURERS RECOMMENDATION. BOLT SHALL EXTEND A MIN.1 112 "ABOVE THE SIDE MOUNTED . CONCRETE PAD. •FINISHED 10. SEE SHEETS TSNA04 THROUGH TSN407 FOR HARE NOTES. NTS SLOPE 11, CLEAR COVER FOR REINFORCING STEEL BOTTOM OF BI LS SHALL BE "OTHERWISE. WAND 2 eR 2 TION A 12 FOR CHAIN LINK FENCE DETAILS NOT SHOWN, SEE WAPSP4 . �1 um. {� per. NTS Fcnuv pw MIN. 2 NO. MOUE DATE ISSUE RECORD - DESCRIPTION I DESIGNED BY I ENTERED MY I CHECKED BY I DESIGN xc41DA "' eTATE °e MANAGER: 1 -066 TSD -0 -7A z aoD0119 REIO60ED x.zHAO n. WO60x x. ]HAD ,G BAUeMN 10 wpw ( -5 TO SR 169 0.'tl1M11 QVINU NFIkDtl "SM 0.CAWHAX KNYPAWONO DESIGN SYAGE 2 •WIDENING N.AGO TASK LEAD: O AX Washington State ON ff.21082.2. KJUMPAMUNO caxmACr TlinBlMlti6Gn AND SR 676 INTERCHANGE X.EXAO aMORF060 PADNAOE: DBPYFIInBflt Of 1 mW&to nFIiIM 7624 B ��3 o a IIELEAEED FOR WNBTRUCnON -IC N.zHAD &MORPORD CBINET FOUNDATION DETAILS 6 OF 6 A MVHhM RHLL DEFWN.IC N. z1N0 MMORFORD I HOT DIPPED GALVANIZED STEEL SPACERS, INSTALL AND SIZE AS REQUIRED - ATTACHMENT DOLT PENETRATION LENGTH 4114" NBN. QYP.) lPl co-w® ITYPJ A \ \\ NUMBER OF CLAMPS SHALL BE DETERMINED BY NUMBER OF CONDUITS TO BE ATTACHED W16' DIA 2 -19" LENGTH BOLT N TO UNISTRUT TYPE CHANNEL SUPPORT. T SEE PLANS FOR CONDUIT ROUTING, AND LOCK WASHER 'se• SHg4 AND NIR.(TYP.} A .UNISTRUT TYPE CHANNEL SUPPORT DETAIL NOT TO SCALE /--LOWIT 0IA 2- 1N-LENGTH BOLT WAS CK HER UM STRAP FOR CONDUIT W" DIA 1 -VT LENGTH BOLT r1 ' DETAIL A (TYP) zTmT'D tc - 1 7624 HOT DIPPED GALVANIZED STEEL SPACERS INSTALL AND SIZE AS REQUIRED. 1-405 Coeruly Design- Suiidons -i ;'- 0� �`LEASEO POR CONSTF GTION WIT DIA2 -11C ENGTH BOLT MTH LOOK WASHER, FLAT HASHER, AND NUT.(TYP.) RIGID GALVANIZED STEEL CONDUIT RIGID GALVANIZED STEEL CONDUIT N9MINSI CONDUIT DIAMfIER TRIry. GALVANIZED STEEL STRAP OUTSIDE INSIDE 4 4.U0 1 &050 GALVANIZED STEEL STRAP NOTES: MOUNTING HARDWARE DETAILS ARE FRONDED FOR ILLUSTRATIVE PURPOSES t. ONLY. THE :CONTRACTOR MAY PROPOSE GEOMETRIC ATTACHMENT. MOOIFICATIONS. 'SUBJECT TO APPROVAL BY THE ENGINEER. DRILLING THROUGH REINFORCING.. STEEL IS NOT ALLOWED. IF STEEL IS HIT MILE DRIWNG,THE LOCATION SHALL BE MOVED AND THE ABANDONED. HOLE SHALL BE DRY PACKED WITH SANDICEMENT GROUT. THERE SHALL BE A: MINIMUM T EDGE DISTANCE TO THE CENTERUNE OF ANCHOR HOLES IN CONCRETE. MOUNT THE UNISTRUT TYPE SUPPORT USING AN APPROVED RESIN BONDED ANCHOR SYSTEM, INSTALLED PER MANUFACTURERS RECOMMENDATION IN DRY CONDITIONS RESIN BONDED ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE A MINIMUM OF 311WDIA UNLESS THE PLANS REQUIRE LARGER ANCHORS. (EXPANSION ANCHORS ARE NOT ALLOWED) .1.405 TS0.0 -26 r TO SIR 169 A STAGE WIDENING p< Washington State Transportation AND SR 515 INTERCHANGE _ 4-7 :Department of " 2mtl STRUCTURE MOUNTING DETAILS 2 OF 2 423 �A"I1°EE��1Rrw��' � � OtSOOO 00o ooQD00 o0 o0000� V! I S O 35m (1Yn DIN RNL FRONT VIEW 25' WTHICK STNNLESS STEEL TOP VIEW i 7Q T SIDE VIEW CAMERA AND HUB FIBER OPTIC SWITCH BRACKET DETAIL i OT HOLE DETNL WP. GENERAL NOTE 1 FOR USE IN ALL ITS MINI HUBS AND HUBS WITH ELECTRONICS DESIGNED TO BE DIN- L MOUNTED. �. af ,.W , ®000000 ®o � � ® �o �o NKX STAINLESS STEEL O O SIDE VIEW TOP VIEW WMM (1x7 DIN AWL ISOMETRIC VIEW FRONT VIEW GENERAL NOTE: 1. FOR USE IN ALL ITS CABINETS (NOT SIGNAL CABINETS) WITH ELECTRONICS DESIGNED TO BE DIN-RAIL MOUNTED. ES FIBER OPTIC SWITCH BRACKET DETAIL NOT TO SCALE _ No. I ISSUE MrEl ISSUE Recow - DESCRIPTION _ DESIGNED BY I ENTERED an I CHECKED Of I DESIGN x °°° x „ STAGE WIDENING ti Washington State AND SR 515 INTERCHANGE 4 WNAGER: xu 4;L3 J.9AUWx FIBER OPTIC SWITCH BRACKET DETAIL DESIGN TASK LEAD: D.NORFORD cmmpettl =-A.. PACKAGE: tC TBZA fl 49i]Ld9 REL£ASEO FOR 4VNSlRUCnIXd -1C N.PHAO A MANNI nxAl. DESION .IC N.L o t f !' AM6 1 -405 TSD -az E T2 „ STAGE WIDENING ti Washington State AND SR 515 INTERCHANGE 4 Department of Transportation 4;L3 FIBER OPTIC SWITCH BRACKET DETAIL t r • Fei N-A wEtia IteB' y M ie IB I I 3 °o V -* CABLE VAULT 25-TA (CITY OF RENTON) IKT i0 BCRIE s' -4 B n (2) 11r M.. t. 6,ft - " '405 Corridor Design- Builders '?=4SED FOR CONSTRUCTION R..a.aNa uat Handle -/ t zs+ Dr.mana amts ca,.s w/ sat -own Cnckbg PUN VIEW 3�' RaNOtnNnrt a [acn sw 2 9. ent (i ' z sm L2 41B13aes ` — � >I n 1 seO, sdg, x sNtee Fu i Ka Dmu M t i _ � —i• ria-—e�° z 14'N. Pin o.. A FA aatn./ t :FSri tom. z',m ,� SECTION AA END VIJEW v NO. IBBUE REC➢RD - DEWRIPTIDN DESIGNED BY ENTERED BY CNECNED BY DESIGN SmaN MMoSt _ -0 6 i I ! 1-405 TSD -sal TASK ' Z�EDATE LPfdD. STAGET2 WIDENING Washington State AND SR INTERCHANGE .qz 1 rsVAULT Department of Transportation .515 D RELEASED FOR CONStRGDnON -te N.m o N. MMO n. NDRPORa 1C 7824 - 25 -TA DETAILS A FINAL DESIGN -IC N.YHAD N.niAO D.M IRFM n # # SIG" SEE N F ELEVATION NTS SEE NOTE 1 s SECT6DN, _ \J NTS C 12'X 8"OD.X 212 I.D. CAMERA MOUNTING PLATE 2 1? DIA HOLE 4 3M" BOLT CIRCLE (4) 3B' DIA. BOLT HOLES FOR CAMERA MOUNT P.GmNT1ER 1 D— PACKAGE: 7624 RFI 9372 LL AND TAP la' DA. STAINLESS STEEL SCREWS (T P) NOTE 1 VTER 2 1R° DIA HOLE !WEER SCREWS AS SHOWN 3 r V X 118'HORIZONTAL VOND) x 8.2 CHANNEL VIEW B NTS — i 1 t' A PC FOR CONSTF 61-04 NOTES: 1. MATERWLSPECIFICATIONS: STEEL CHANNEL: A36 STEEL PLATE: ASS STEEL HSS TUBE: ABDO G, B SCREWS: ASTM A449 2. WELDING DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WRH CURRENT AM STRUCTURAL WELDING CODE 01.1. 3. SEE SG408 FOR SIGNAL POLE DETAILS. 4. ENGAGED THREAD LENGTH OF SCREWS SHALL BE 2'. E CAMERA SHALL BE MOUNTED AT A MINIMUM MOUNTING HEIGHT OF 165 AND FIELD LOCATED AND ORIENTED TO PROVIDE FULL VIEW OF THE RAMP METER SIGNAL INDICATIONS. 6, BRACKET SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO MI 11, 1 405 1.5 TO SR 169 STAGE 2 - WIDENING state IBPOTtBiIOR AND SR 515 INTERCHANGE CAMERA MOUNTING DETAILS I um ADOPT AHlGWAY�lNREC=ELR,�2—, REMOVE UCANTILEVER THIS AREA AVMLASLE, 2 72-mi E—R4 W°HOSPITAL LS fi)OT 28 WITH COCKED ARROW MSM MOD —IA->— INSTALL SIGN. CA EVER G AUBURN WITH COCKED ARROW SEE MAIL SHEET SNGD-03 Seat H AMIS, 5 WSSIA '114 IULSIH S:jlAMAL 0 wwm MOD Cm:Lw3NI) SEE DUAL SHEET SN W2.8112 SEE DETAIL, SHEET 314A02 D63 IT . . . . . . . . . . . .. . . . ....... . . "Hot. LEFT LANE, XSES AND 2MRSON CJRP004 ONLY NO AM -,7PM SAM 7PM LEGEND CONSTRUCTION NOTES: 1. NOTIFY THE CRY OF RENTON TRANSPORTATION DEPARTMENT (425-036)321) CD SIGN NO. LL METING STRUCTURE A MINIMUM OF SEVEN CALENDAR DAYS IN ADVANCE OF REMOVING METING SIGN REMOVAL NO MOUNTED SIGN CITY OF RENTON SIGNS. . NEW STRUCTURE rr NEW LOCATION MOUNTED SIGN 2. ALL EXISTING MONUTUBE SIGN STRUCTURES SHALL BE REMOVED SUCH THAT O. THEIR STRUCTURAL INTEGRITY IS MAINTAINED AND THEY ARE NOT DAMAGED. Fx-, SIGN RELOCATION NO. I -------- EXISTING SIGN BRIDGE 3. ALL EXISTING MONOTUBE SIGN STRUCTURES TO BE REMOVED SHALL BE SALVAGED EXISTING LOCATION NEW SIGN BRIDGE TO MOOT AM DELIVERED TO THE TOTEM LAM STORAGE YARD. NOTIFY MOOT 0 u EXISTING SIGN(S) ------ UISTING CANTILEVER ADVANCE CALENDAR DAYS IN ADVCE OF DELIVERY. & POSTS) a NEW CANTILEVER GENERAL NOTES: NEW SIONZIS POST S OR REL S CC . MQ9 WNEW POST(S) t PROTECT AND MAINTAIN ALL EXISTING SIGNS UNSPECIFIED ON THE PI WTI" ENGINEER WTHIN N HOURS OF ANY UNSPECIFIED SIGNS WITHIN THE PROJECT NEIN SIGN ON PROPOSED AREA. LIGHT STANDARD 2. WE SHEETS SNCl AND SN� FOR SIGN DETAILS: SI THROUGH SN� NEW OVERHEAD SIGN SCALE IN FEET FOR SIGN STRUCTURE DE SHEET SNH9 -11 TO SI FOR SIGN EXISTING OVERHEAD SIGN SPECIFICAMONS, NO. ISSUE DAN ISSUE RECORD - DESCRIPTION DESIGNED BY I ENTERED BY I CHMUD BY I GUNN Iro 1-405 —2 J. BAUMAN 1-5 TO SIR 169 9N-0-01 amml mmuN, OESION 9 • TASK LEAD: Wo STAGE 2 - WIDENING I mma RELEAsED PON owqsm�m .=Im A. MAN K�EHCUW I .103H IL MAD Washington Slats, AND SR 616 INTERCHANGE wommo FINAL INS" .3� A MIN T. LAM &MCIIFORD a I ... P.. cam..m:�s AM mm t ImAm D. MORPORD PACKAGE: oupommeni IM.ft INAL UNION -i8 A. DAVIS T. LAM O. MORFORD SIGNING PLAN 7624 A amme, pwuwm� ."wN A, "Vis MOWING D, MORFORD ems I N. L6CEM80N 0. GEORGE O. aORPORO I ccxrntR. PACKAGE. 7624 RFC -3C-SN a GMT", REmmmDw. PER xOC SA Gm. _0. E QMMG REVEIIdw PER "I pM I OLILIP PELFA8E0 FOR CBNSIINCYIOP _ C OLO1H0 FlNAL OEBwx -SCAN B EBIII(W WELERB® PoR CONBYNIICPI00 O PIx.LL OEHIGX 1C A alms aG aroKroP vRlxxNxArtv oEAwx N. L6CEM80N 0. GEORGE O. aORPORO I ccxrntR. PACKAGE. 7624 RFC -3C-SN 11110�11 p 44m MWE S&2 p 1-405 Dun [A 1 1 RELEASED EM --4 l� ig CON CALL - I - - - -- :� 123-6 -- . INS- \ 1 2 SEE MAL SKET SNDOS3 M.1 (400 cl:.:>j m1tt AVE s F' E 4,C P t t ---------- IS LL SE AID ----------- --------- ------------------- ----------------------- ------- ---------- ---- --- E I �W, I E CEDAR AVE 3 ------ 7 ... -------------- ------ 1, SCALE IN FEET 1. SEE SHEET W"I FOR LEGEND. RFC 73C-SN 1 7624 1-405 1-5 TO SIR 169 STAGE 2 - WIDENING AND SR 615 INTERCHANGE ANdi"PIMMU a 0 0 RELEASED q 1}1 t011 �-'SEE.DETAN. SHEET 81m -0 -02 - __ J''t �.._...�J� LS HOUS�R W'I Y IN RIM02 93E�R10.11E R -160 MERLE FROM RIGHT �. 160 R1@i6 1 Yy... _ /� 1S7 I. �,2 r D. RDNFaRO "`"" 7624 a XONFaw RFC -3C -SN a w o0 &CFLE IN FEET Ir, IHf 1-405 SN -0-06 1.5 TO SR 169 STAGE 2 - WIDENING AND SR 515 INTERCHANGE 47, SIGNING PLAN 71 �11 R -918 FIRE HYDRANT MARKER ~ - -�IS IN09 R-1D V RENTON TECHNICAL C0 GE ` FIRE HYDRANT MARKER R 755 SECOND RIGHT - n-101� R -1601. GAS-FOOD 151` EY101 MOD SEE DETAIL MEET 814 -001 .NOTES: 1. SEE BXEET SN-0 l FOR LEGEND. D. RDNFaRO "`"" 7624 a XONFaw RFC -3C -SN a w o0 &CFLE IN FEET Ir, IHf 1-405 SN -0-06 1.5 TO SR 169 STAGE 2 - WIDENING AND SR 515 INTERCHANGE 47, SIGNING PLAN RESTRICTED; WOV, LANE AHEAD 169 SPECIAL 1 "SHOULDER USE PERMOTEO WHEN METERED' f SEE DETAIL SHEET END. R r }}OU$E xt 1/ z .._. . w __ _ _ a __ NS f O TO SR190 OFF RRtrtP� a ! ` % / ! Q$, r 1 ' l ,'t vu! /ft kt I „ II 0.MdiFORO OpmpAR PACMCE 7624 RFC -3C -SN n / v g NOTES: 1. SEE SHEET SN-0 l FOR LEGEND. a a T 0 60 04 SGLE W FEET 1.406 I5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE SIGNING PLAN SN-0-07 I MERGE FROM RIGHTIRt90 <HOV, LEFT LANE: a R -939 BUSES AND 2 PERSON CARPOOLS ONLY H _ 1 FEA RH was MFOR 0 a ! ` % / ! Q$, r 1 ' l ,'t vu! /ft kt I „ II 0.MdiFORO OpmpAR PACMCE 7624 RFC -3C -SN n / v g NOTES: 1. SEE SHEET SN-0 l FOR LEGEND. a a T 0 60 04 SGLE W FEET 1.406 I5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE SIGNING PLAN SN-0-07 z a M LIDO M ("Ibn H _ 1 FEA RH was MFOR 0 )VID FOR CONSTROOTIIX! - a GN -SWN q Y DEBgN a ! ` % / ! Q$, r 1 ' l ,'t vu! /ft kt I „ II 0.MdiFORO OpmpAR PACMCE 7624 RFC -3C -SN n / v g NOTES: 1. SEE SHEET SN-0 l FOR LEGEND. a a T 0 60 04 SGLE W FEET 1.406 I5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE SIGNING PLAN SN-0-07 i ,� 4t 55'4x O_� iSTq)E1L201 Q tPgS i T WY$Q1 _ __ 5 _ _ 1_$Q_ �f SOUPHDOUHO Id06 . __... p _.. - -- _ . a ! ` % / ! Q$, r 1 ' l ,'t vu! /ft kt I „ II 0.MdiFORO OpmpAR PACMCE 7624 RFC -3C -SN n / v g NOTES: 1. SEE SHEET SN-0 l FOR LEGEND. a a T 0 60 04 SGLE W FEET 1.406 I5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE SIGNING PLAN SN-0-07 f i O i .. ... „ . W1f] rr� MI-2 232 NOTES: r Wl &BP i M1 7FL K 1. BEE SHEET SH -S01 FOR LEGEND. I i r' ., .... 0 W IN DS-302 MOO BCALE W FEET 2. THE EDGE OF SIGN SHALL BE SIFT SEE DETAIL BHEET BND 02 �u FROM EDGE OF SIDEWALK MKX DYBm2 MOD SEE MAIL SHEET SN6042 R1610C NO. ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED SY ENT HECKED BY R BNWn9 REMRDEO N .Y O K. WExAo .MANAGER: N°' pPS ✓8 � ' I 3 I I95b oN+1n+ REYMIONS PER NOc m (RFIRiT+I R. o N.Z M M ABAGMAN t0 WAW I-5 TO SR 769 SN -r" 4 REYMIONS PER Rn AxD RM R46 N. KL a B D ° a omu+D 07=E REMGONe PER RM qF+ MI mws a Mws KL- o TASIGx TASK LEA °' STAGE 2 - 1MDENING 2 ox+w+R RELEABEm POR eowomucnow . aesx A. Mwe KTaeaRasx Re avrAO 00p1W"`T 1° — WMBhingtmn StMte pND SR 575 INTERCHANGE ¢g$ 8l0+xa NLL OENON az.SN &MM T.Li. MORFORD PACKAGE: pGpartment of TransROFlMSOn IFASED I. T.xIXIFOM _____ 76 SIGNING PLAN 6 d.�„ 0 fi a ;i n �? r r, � - -- '*''.i �t 1�,` "� s�&45Gorri�rc��9igo -Rui yi id ----------- si.. - - - -__ }E E t IL _ `�Y 4e a rx- p 'i~ I} U U � �(� `,1{ �"'`ti `, , ,�CF.�t5EOF4r�uGNSTRU t0?1i" t _ .. ve / s ! I fj tt � it Ct t = IT • {{{{ 3 " RENTON r f I PAGE t .Fti L __ _ _. _ hi�s�lF•� � � i r'. ti.f U t � L ; ...° i ' � � •,;a! /j gs,� r'ti K+�r..� ,. _ ,11 `. I {_ __—_,..__ e �1• .—. 11 I TT�n „r s.__________.. _.+. s r ;; ii 1 •.1 4 _ L - d ( V.' .'/ p f i li h p I t' . '! f L°. .lw.} r t •' .O ' � ♦t - t-4 Ii sr r b �ryry J n P, !jj •• e,t �l , 4.t, \.t .__ e�iw. _ _ ,,,may. s "._— -- ^ —W zRS p�f IaB1 i etid "„ i tn.p. � r,� i yr {r iyt r` •r f i; �r' 3 �. �,l ��. � `i \ r .� ' i , Rr y{ rL '} ./ \�•.,x tlt rt I 4• + L.••' CcA }R�+f y A. 1 tr t 4 t � l 4 44 o ... .Y„•µ ..4 K °} C jr fT..� t�°`° 9 t ^';.y.y}+ t' k�,,J''k, jr Y: - f,`"'s ii> ~`, X `�4`.� - r i$ !: 0 --r—�� . 11 NOTES: 0 !0 100 SCALE IN FEET 1. SEE SHEET SN-0-01 FOR LEGEND. ^, ND, ISSUE: DATE ISSUE: RECORD DESDNPTIGN I DESNINED.BY I ENTERED BY CNECIUM BY I DESIGN ^ OrarC BANADER: J. eruuN io vuax x ! t ( a I 11, HS ® 15 TO SR 169 T SK LEAADD: ® WsBdlD9A State STAGE 2 WIDENING °ONRS"�T "° AND SR 515 INTERCHANGE PACKAGE: Deparftmnt of Transportation '�' ,M. RELEASED FOR cRNswwu m -OOBN ADAvB RWNGENGUSE A.RARESH RPC -3C -SN T5u SIGNING PLAN x&2.3 A MIN0 I slA DESIGN -9G8N ADAVIB T.LNM D.NGRFORD 1• 405 co Yr [?asty:N- uildGrb RELEASE-0 FOR CoAsR- UCT3t?PJ _ W L B h I A L 811,! RIDOE 86d x N 181.013 01 E 1,304,166.66 "- i„Ltt�3 04 HA SEE MAIL SEE DETALL 8NPP41 SEE DETAIL RENIONE EX SIGN CANTILEVER �OG BUSES ANP 1 PERSON t wr wN ALRRON�s T t' f) IS P 1. SEE BHEEf BN-0-01 FOR IEGENO. 0 IN W MALE W FEET N0. ISSUE GATE ISSM MOORD: DESCNPIM I DESIGNED: BY I ENTERED BY I CHECKED BY 1 RT°LQ WINDER: M x eiare �Ll: I-+66 .L ULRUx 1F j2A4 �y 15 TO SR 169 SN -0-1tl t =121. REL 83 F C014.M. ON -9csW Am m N. xmITENDDSE ABARASH TASK f, g STAGE 2 • 1MDENING D. YORFWID y WashinQLOD : State L 0113&90 FINAL DESIGN -S N AMVm LIAM DNONFIXO C a C1H6N0 RLl Ifl) FDIL a STRUCGON -30 A. MVIS T.LAN D. NGRFORD FncNADE: mA Dep AND SR 616 INTERCHANGE $ 1L16ro FINAL G£41GH -9$ ADAVIN T.IAD D. NNIWF9RP DBPBF4i11BBt:Of TFBR$POFtBDOR RFC - 3C -SN 0 SIGNING PLAN .�E„a'' r A ffld PPEIJNINRRT OENGN AMNS RGEGRGE O. YOWFOP➢ oa na ®.m • Ne / SIGN SPECIFICATIONS SIGN SIGN SIGN STA. LOC. SIGN SIZE SHEETING LETTER SIZE POST POST POST LENGTH CLEARANCE NO. CODE DESCRIPTION (or MP) TYPE OR CODE MATERIAL SIZE REMARKS X I Y H1 H2 I HIS I H4 V I W _ C-1.1 E4501 MOD - -- FX M 4 167-90URNAl�lry RMR Y E405 1200+79 -E4661 13' 12.5'_ NI' SEE DETAIL CANT gVER�D 20' INSTALL SIGN ON CANTILEVER C - 1H DB-2 H "HOSPITAL' 79 _ 30° 30' IEI or SEEDETAIL _ CANT oVEFaEAD INSTALL SIGN ON CANTILEVER ABOVE SIGN C-1 -1 R 1 INTERCHANGE _ - E4651201 +42 ___ -_ REMOVE SIGN AND WOOD POST R -2 ADOPT A HIGHWAY LITTER CONTROL- E4051201 +42 REMOVE SIGN AND WOOD POST R3 THIS AREA AVAILABLE, i53. 3725889 —E405 1201+42 REMOVE SIGN AND WOOD POST IA— _ i449k MOD INTERCHANGE E4051198+65 10. 12' II SEE DETAIL ' LT STD WA CN4 1T _ -- INSTALL SIGN ON LIGHT STANDARD 2A � 18501A ADOPTA HIGHWAY UTTER CONTROL '...- -6 17SB+65 48" 36" - STANDARD - LT STD - _ WA _ CN4 - ' -- - 15.25' — INSTALL SIGN BELOW51GN NO 1A ........ 3p Ifi9(l3A MOD THIS AREA AVAILABLE, 253372 - 5_6_8_1_ '� E405119B+65 _ 48" 12° _jl If SEE DETAIL LT STD -- - WA CN4 - - - -" _ 14 _......... WTALL SIGN BELOW SIGN NO. 4A -- R-0 H "HOSPITAL° EXIT 2A 45R -WITH 1201+67 1201 _ REMOVE SIGN AND EXISTING CANTILEVER REMOVE SIGN AND EXISTING CANTILEVER R5 R-6 ' -' -Eb EXIT 2B WITH COCKED ARROW COCKED D ARROW 2405 2405 1201-67 _- -67 - REMOVE SIGN ON EXISTING BARRIER 7-- A EXIT 28 E40SL203ag6 4_ 4'._....- III or IV —SEE DETAIL -- STEEL 6" bA_._ 14.3' - -' 14 -'-�' WSTALL SIGN ON BARRIER '(SEE SNOWS) _ B W12 -SXt IMPACT ATTENUATOR MARKING E405 1203+84 30° Xr III or IV STANDARD IMPA Ar o WA NSTALL SIGN ON ATTENUATOR R5 ggra LEFTLABF BIIEFBAN )C4PoODL6Ct1Y E4051205+3] REMOVE SIGN ON LIGHT STANDARD R -10 SAM 7PM _ E4051205+37 'REMOVE I SIGN ON LIGHT STANDARD SS -1 -1 E4501 MOD D0T20%, <MUII>SOUIH,ALiPUK EXMMY E4051208+60 14' 12.5 IV' 7 SEE DETAIL SIGN BR WBaFAD _ 20' INSTALL SIGN ON SIGN BRIDGE SB -1 -2 ES-101 MOD EXIT2B; RENTON, RAINIER AVE S E4051206+60 10' 12 ii III ar N' SEE DETAIL SIGN BR WFRFPAD � 20' _ INSTALL SIGN ON SIGN BRIDGE H "HOSPITAL° E4051205+60 XF 30° Iff or IV SEE DETAIL " - SIGN 6R WB D _ _ INSTALL SIGN ABOVE SB -9 -1 R -11 H " HOSPTAL' LL.._ E4051209 +42 REMOVE SIGN AND EXISTING CANTILEVER _ __ ____ IXR2A, GA+107>5QITH, ALBMN II4Ml E4051209 +42 - .- .�_... TM _ REMOVE SIGN AND EXISTING CANTILEVER R". -13 EXIT28,RAINIER AVE E40S 1209 +42 - - -- REMOVE SIGN AND EXISTING CANTILEVER E4509 MOD m,r,..ew.w.I.a,B �BY.I, ,r:.awsww.:vRe,.. E4051212 +OD 19.5' 15' N''E SEE DETAIL CANT W9NfAD 20 INSTALL SIGN ON CANTILEVER R R -94 ,._._ ...... NO PARKING _ E4051212 <32 —._ _ ........... ......... ..,....... __ ..... .... -. ......................... -.. -. _ PREVIOUSLY REMOVED R -15 - _ _ TOW-AWAY TAME E405 1212 +32 - -'� -- PREVIOUSLYREMOWO R -16 TALBOT RD E4051212 -68 - - -- REMOVE SIGN AND W000 POST 17 R2 -1(80) I SPEED lIMR60 E4051213+69 48° 60" _ 71i ar IV STANDARD LTSID NIA "�- _ 14' INSTALL SIGN ON LIGHT STANDARD 18 R2 -1 (60) SPEED LIMIT 60. _. _ E4651213+80 48" 6D' - -- III aIV - STANDARD STEEL __CN4 5.O D. ISO, 14' INSTALL SIGN ON BARRIER (SEE 5ND-0-09) _ SPEED LIMIT 60 E4051214+54 - -- -- -- PREVIOUSLY REMOVED BA 17-401 FIRE HYDRANT E4051201 *60.03 24' 30° III or N STANDARD N/A MOUNT ON RW ACCESS DOOR 88 17-401 FIRE HYDRANT E4C5 1206 +30.94 24° 3T II or N STANDARD N/A MOUNT ON RJJ ACCESS DOOR zn . -..... .................. . ....... . ......._. ------ ___._.._�.� -_- NOT USED 21 .. - - -- -NOT .... USED.... ......_...___ .._....._____._..... -._ CONSTRUCTION NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES °G °. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. CN& THE EDGE OF SIGN SHALL BE 2 FT FROM BACK OF CURB. C144: INSTALL WITH STAINLESS STEEL STRAPS. ' LEGEND & BORDER: SHEETING TYPE VIII OR D( 6 FOR YELLOW BACKGROUND: SHEETING TYPE VIII OR IX FLUORESCENT. W. I MMUE DATEI MaUE RECORD - DESCRIPTION I DESIGNED BY I ENTERED BY I CHECKED BY I DESIGN MANAGER: J. Mums 1. x0. ain �NI Z r' � I p 91 1 t t I I I: F t I. WBBF1109tDN BiaiG Department of TranBportaOon 1°406 1 -5 TO SR 169 STAGE 2 - WIDENING AND SR 616 INTERCHANGE S"11 1B 4 Nwwil REMMED N.I o KLOR@NTLOH MLfA(1 QEBIGN TASK LEAD: N'2HA0 i 11AMMO "Mme PFR Moon w -gr KLORE!(ISOX A.DAN@ 4.gj ° E WSBRO REYIBgNB PFA RFI i90B N. ENAG K6AREM@ON ADAVI6 �yeRAETNA C 7624 1 W1610 REYBwxe PER... O. N... R. DEORDE RAMNS PACKAGE: 0 WT Q RELEASED FOR CONBTtUCRON -8P.2N A. MNB d.LW ROYNEB SIGN SPECIFICATIONS A 6PNNo. FINAL DEMON a=3H I A. DAM I I D. MORFORD / Design-Buildem SIGN SPECIFICATIONS nBIMI GENERAL NOTES(GN): REIN A) POST LENGTHS AND °W" VALUES SHOWN ARE APPROXIMATE. FINAL. VALUES SHALL BE DETERMINED N THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN $ERIE$ "G" C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL D) ALL 2.5- PERFORATED. SQUARE STEEL TUBE (PSST) POSTS DESIGNATED SHALL BE 12 GAGE E) PSST POSTS DESIGNATED 35 "SO(SB)OR 25° 80(5) SHALL HAVE 12 WE 2114 PSST INSERTS TIN LENGTH F) ALL WIDE FLANGE STEEL POSTS ARE ASTMA 36 AND SHALL HAVE TYPE TP -S FOUNDATIONS G) ALL ROUND STEEL POSTS ARE MEASURED TO OUTSIDE DIAMETER AND SHALL HAVE TYPE AP SIGN SUPPORTS. H) ALL SIGNS 30" OR WIDER SHALL BE BRACED IN ACCORDANCE WITH STANDARD PLAN G-50. 70.00 p S--B- SQUARE STEEL TUBE SIGN POSTS SHALL HAVE TYPE TP-B FOUNDATIONS. ASTMA35 WSx12 FOUNDATION SPECIFICATIONS SHALL BE USED UNLESS OTHERWISE NOTED IN THE PLANS N J) TYPE ST-4 SIGN$UPPORT FOUNDATpN$M4YUSEC ASvERCIAL ONCR NAC ORDANCE WffH STANDARDSPECIFIOATIONfi -0232}8 AND JO@SRE NUSED NALCO D EWITH ST ARD SPECFICATION 6023(4)0 n7 UNLESS OTHERWISE NOTED N THE SHEETING TYPE COLUMN, ALL - OVERHEAD REFLECTIVE SIGN SHEETING TYPE SHALL BE: AS FOLLOWS: SHEETING TYPE ABBREVIATIONS. LEGEND PERFORATED SQUARE STEEL SIGN '. .SUPPORTS BACKGROUND COLOR : BACKGROUND 1.EGENDI BORDER A1Ji ADOPTAHiGHWAI' POST SIZE CALL OUT IN THE POST SIGN SUPPORT LIGHTED NOT LIGHTED AHO AHEAD (#) SUE COLUMN TYPE GENERAL NOTE GREEN jtcRN VIII OR IX'. `.. BR MOUNT BRIDGE MOUNTED SIGN BRACKET.. WARE - -NA IV I NIA BTWN - BETWEEN 21/2' 125 "SQ 1 ST -1 _FWORESCEMYELLOW WA '- VNI OR IX I CANT CANTILEVER -2112' - '. "2.5 SQ 4 ST-4 CL CENTERLINE '.'212" $B -1 $13-2 OR S83 E ON CONSTRUCTION NOTE 292" 2.5 "SQ 5 ST4 -E CONT CONTINUED 1 EX OR EXIST EXISTING FAR:' HIGHWAY ADVISORY RADIO SEE STANDARD PLANS G- 2440.01 AND G- 2450-00 VC INTERCHANGE VS INTERSECTION LT LEFT LTSTD LIGHT STANDARD MOD MODIFIED MP MILEPOST MTG HDWR MOUNTING HARDWARE WA - NOTAPPLICABLE NO NUMBER RED PEDESTRIAN PERP... PERPENDICULAR.. REST '. PERFORATED SQUARE STEEL TUBE R- ...REMOVAL HAS ROUNDABOUT AT RIGHT I SIG POLE SGNAL POLE o SIGN SR SIGN BRIDGE a o BQ SQUARE x STA STATION TYR ITYPICAL I Wi 'WRH � KING OR X -ING CROSSING { L W. MUE DATE ISSUE RECORD MCRIPNON I DESIGNED BY I ENTERED BY I C IEGKED BY I MON I SPn Dx xa Sra'oE A 1 I I-4G5 a �+ '' SN411A < J.RAUNAN ''B""""" '" vuax 1 -5 TO SR 169 TTASR LFAM STAGE 2 - WIDENING 0.1WRFORD pgllpAR XP g g. Washington State AND SR 615 INTERCHANGE 4.gy m 1 .1=10 REYISIDNR PER RRWi A. DA4S KLORENTSON R. MES PACKAGE: axw Department ofTPanepoNmeDn 0 WIMO RELEASED FOR CONSTNOTION -9 N A. DAMS T.LAN R.OYNES RFC 3C-SN 7624 SIGN SPECIFICATIONS „° i- s erminN Rmt DESwx . uaN a. mvls r uN a. NDRPDaD - �r m I i 4i • and I SIGN SPECIFICATIONS SIGN SIGN SIGN STA. LOC. SIGN SIZE SHEETING LETTER SIZE POST I- POST POSTLENGTH CLEARANCE NO. CODE DESCRIPTION or MP X Y TYPE OR CODE MATERIAL SIZE REMARKS H1 H2 H3 H4 V W 69 RIO-1402 1 CAR PER GREEN THIS LANE SEE SIGNAL PLANS 48' 18' III or N STANDARD MASTARM m4tb D CN4 INSTALL SIGN ON SIGNAL MAST ARM 70 R10-9402 1 CAR PER GREEN THIS LANE SEE SIGNAL PLANS 49' 1S III or N STANDARD MASTARM WBa D CN4 NSTALL SIGN ON SIGN4 M T ARM 71 R5 -2 DO NOT ENTER 58405 -TBS 80+38 44' 48° III or IV STANDARD STEEL za•so lsel 12.25' m 8.75' CN3 - 72 R6-1R ONE WAY (RIGHT) SB40STB580+38 54° 16' 111 or IV STANDARD T CN3 INSTALL SIGN BELOW SIGN NO. 71 (FACING NORTH) 73u R6.9L _. _ ONE WA (LEFT)_ _ 51]1405-TBS BOt 5i" 181 III or IV STANDARD___ _ T CN3 INSTALL SIGN BELONSIGN NO.71(FACNGSOUTH) 74 R_I DO NOT ENTER SB405- 78586 +40 48' 48° III Or IV STANDARD za•solsea 12.25_'__ 8_.75'_ CN3 75 R6-tR ONE WAY (RIGHT) SB405-TB5 80+40 54" 18' III or N STANDARD __STEEL ____ T CN3 INSTALL SIGN BELOW SIGN N0.74 (FACING NORTH) 76 RB-iL ONE WAY (LEF'n S8405 -IBS 80+40 54" 18' III ar N STANDARD T CN3 INSTALLSIGN SELOWSIGN NO.74(FACINGSOUTH) 77 W43R w MERGE 68405 -118S BOt72 36" 36' III or IV STANDARD STEEL 24"80(4) 12' 7' CN3 78 RISC STOP HEREfORPEDESTRIANS SB405 -TBS 81 +15 36" 48' III or IV STANDARD STEEL 2.5"SQ(4) 19.75' T CN3 78A W11 -2 <PEDESTRIAN> SB405 -TBS 82 +52 3B" 36 III or IV STANDARD STEEL 2S'SQ(4) 12' 7' CN3 779 AHEAD 58405 -TBS 82 +52 24" _ - 12 III or N STANDARD 6' -- CN3 INSTALL SIGN BELOW SIGN NO. 7BA 79 R5-1 RS-1 DO NOT ENTER —WAY(LEFT) _SBgOSTB889+OB 'W 48' III orIV STANDARD STEEL 25 "SQ(5) 10.53' 8.75 13.38' 80 R6-9L _ _____ONE (LEFT} S3405 -TSS 81+08 54' 18' III or N STANDARD _ 7 INSTALL SIGN BELOW SIGN N0, 78 81 RI-2 YIELD _ 884MTBS 81+08 36° W. III orN__ STANDARD - STEEL�� zs,solsN 8.98' 7 12.93' 82 R3 -7R RIGHT LANE MUST TURN RIGHT 66405 -TOS 64 +90 3IX' 30' - III or N STANDARD LT STD WA CN4 id' INSTALL SIGN ON LIGHT STANDARD 63_ R &IA WRONGWAY SB/05 -TBS 85 +qg 4T' -_ 30' - -111 orN _ STANDARD STEEL 2.5 'SQ(4) 6.71' - —_ 875' - - - -- - - -- - -- 84 RS1A WRONG WAY 58405 -118S 85+48 47 30' III or IV STANDARD - STEEL - - - S O.D. 12.8' _ _7' _ 94' INSTALL SIGN ON BARRIER (SEE SND008) LEFT ARROW ONLY; LEFTARROW ONLY, "` 84A R38A MOD THRU ARROW ONLY, RIGHTARRMN ONLY 811405 -TBS 85+48 60" 30" III or IV STANDARD 14' INSTALL SIGN ON SACK OF SIGN NO.84 85 NOT USED _.......,...... -_ R435 _._....._ ...__._�... SPEED L94R 35 ._____._ BRS 112 +62 r......_._._._..___.. ,::� REMOVE SIGN AND WOOD POST RS6 -'--R2-1(35) SPEED LIMR35 .... .. _ -� BRS 113+23 -BRS ...... ._ ....._..... ....._ .... .. .........._.. ._.......__ .._ ...._... ........._ .....__.. , ._.,__ ..... _. ______....____..__...... REMOVE SIGN AND WOOD POST 68A SPEED LIMIT 35 910 +86 24" 30" I!I or NJ" __ � STANDARD LT STD NfA CN4 _ _ '� ��� T INSTALL SIGN ON LIGHT STANDARD R47 E4051218 +51 REMOVE SIGN ON LIGHT STANDARD R4I8 5AM -7PM E4051219+61_ _ REMOVE SIGN ON LIGHT STANDARD _ TUNE 1520 AM, PROJECT INFO E4fN 1227 +37 _ _ REMOVE SIGN AND WOOD POST 90 _ 90 _ W42L PAVEMENT WIDTH TRANSfT10N LEFT TBS- N646553+00 48" 40' III Or IV_ STANDARD LT STD WA ON _ V __ INSTALLSIONONLIGHTSTANDARD 90A W42LPAVEMENTWIOTH TRANSITION LEFT 7BS- NB40553 +70 48" 48' III or N STANDARD LT STD WA CN4 14' INSTALL SIGN ON LIGHT STANDARD R-81 MILE 3 E4051221 +28 REMOVE SIGN AND WOOD POST 92 D10.1(3) MILE3 E4051221 +28 12 24" 11 5TANDARO STEEL 2.5 "SO(1) 9.56' _ - - - --�- 4' 12.5' _- 93 D10.1 (3) 9ILE3 E4059221 +33 12" 24 "" IA STANDARD STEEL 2.5 "SQ (t) 6.89 4' 11.5' _.__.__. -..._ R-94 MILE 3 E4051221 +3-0 -- - - - - -' mm PREVIOUSLY REMOVED P-3-1E &101 MOD KENT, USE EXIT 2A -._._ E4051297 +80 -- 99.5' S.5° IIIOrN SEE DETAIL STEEL za•�se1 11.34' e' 5.09'28.33' 1108 17-067 FIRE NVDRAN7 TSS- 11540568 +2523 24" 36' III or IV STANDARD _ WA _ _ MOUNT ON RAN ACCESS DOOR NO. ISSUE DATE ISSUE RECORD DESCIEPI ON DESIGNED BY ENTERED BY CHECNED BY DESIDN MNAUER: +M� "U TAB a J ' ' I'I ". 1"405 SN -0-14 S GENZH9 R UED N. zaxo NLoRENreax x. zxAO r - '® e WBBhinpton Stste Dop"Isnent of Transportation... 15 TO SR 169 STAGE 2 - WIDENING pND SR 616 INTERCHANGE 4 OHIIal WEVNd)NB PER XDC isE (RRlun) N. zmoo K. &DAVE MIGN TARN LPs® Na1FO a 19GL10 REV101oW veR Rnram x.axAO LC a. DAVIS �n3 z mmnE REWIaNO PER RNmOM wwvE =.22 NLONENISOw x.rHaa cmRncr wO. 7524 9 MAIM0 REYEIDXB PER RFISUM AND Rn n00 ADA" R.DEWWE D, Na11F0W0 PAC"GE: 0 0!H&10 RE.%W FOR 0314517 ON -]CSN &DAM TRAM Ratt1EG SIGN SPECIFICATIONS A 09N'R0 iVfAL DERbN - }CgX RDAYA T.UM D. MDRMRO and I n • SIGN NO. SIGN CODE SIGN DESCRIPTION STA. LOC. (or PAP) SIGN 51� XTY I SHEETING TYPE SIGN.. SPECIFICATIONS _ LETTER SIZE PAST POST I OR CODE MATERIAL SIZE Ht I POSTLENGTH CLEARANCE H2 137 H4 V W 1406 Corrid r D Soildem j ILtp IO P}STRUCTiON REMARKS 123 M1 -1 (405) INTERSTATE 405 NB4051235 +62 60" 48" II STANDARD STEEL 7" 8.95_' INSTALL SIGN BELOW SIGN NO, 122 124 ___— R2 -1 (60) __..___ SPEED LIMIT 60 50405 1236 +93 48' 60" III or N STANDARD SIGN 8R _ _ � � _ _ 5S' � _ _ INSTALL SIGN ON SIGN BRIDGE POST 124A R2 -1 {60) SPEED LIMIT 60 N04051236 +98 48" 60 " III Or IV _ STANDARD _... STEEL 0.000_ 25 "SD (4) 9.71' id' 1193' SE-2-1 E4501 MOD E T2 AB: aw >. RNNIERa S, AUBURN; EwTONLY SS4051236 +93 16' 15' IV, 2 SEE DETAIL SIGN BR OVFANEAD 20' _ INSTALL SIGN ON SIGN BRIDGE SB -2 -2 SB -2 -3 SP-2 -H E6101 MOD R3 -1402 D9 -2 EXIT 3:,515, SOUTH, TALBOT' RD S <HOV>�BUS > =CARPOCX_ >ONLY, 5AM -7PM H "HOSPITAL" SB405 1236N,93 SB405 1236 +93 SB405 1236 +93 14.5' 10' 30" 15' 9' 30' _ III or N III or Al III or N SEEbETAIL STANDARD _ SEE DETAIL SIGN SR SIGN SR SIGN 9R Ov ERHFAD' Ov�JU¢�nD OVERHEAD 20' __ 23' _ INSTALL SIGN ON SIGN BRIDGE INSTALL SIGN ON SIGN BRIDGE INSTALL SIGN ABOVE SIGN NO. 58 2 1 125 SPECIAL NO PARKING, TOW AWAY ZONE N94051239 +38 24" 60' III or N SEE DETAIL SIGN BIR INSTALL SIGN ON SIGN BRIDGE POST S6-3V-0 E4-501 MOU ... .... -__ -- Fxra:< mm �xr<nN. s;uTN:uuxEVw.tv..EKTOU -v NBQOS 1239 +38 19.5' 15' IVf�1 SEE DETAIL SIGN BR WHa�tgD 20' INSTALL SIGN ON SIGN BRIDGE R -126 SOUTH <I105> 584661241M] 0000___ REMOVE SIGN AND `P /DOD POST 121 SPECIAL NO PARKING; TOW -AWAY ZONE SB405 1241 +99 24 60° ill or IV SEE DETAIL STEEL 2.5" SO (4) 13.47' T 15' 127A _..._ M3 -38 SOUTH SB405 1243 +91 ____ 30" 75" It STANDARD LT STD WA CN4 11.25' INSTALL SIGN ON LIGHT STANDARD 1279 R 128 I Mit {405) INTE RSTATE 405 ; EwTS 2ael sR- n, a� a -E IB eRN. RA:weR AVe, era mn' 564059243+91 584051247 +13 _ ...__ 45" 36" 11 STANDARD LT STD WA CN414 INSTALL SIGN BELOW SIGN NO. 127A REMOVE SIGN AND WOOD PAST _ R -129 i... "H" HOSPITAL _ -_ S 4 1 47 +13 E O E I O P S 130 R2 -i (60) ( SPEED LIMIT 60 84 5 2 48" 60" III or IV STANDARD IGN BR T INSTALL SIGN ON SIGN BRIDGE POST IWA R2 -1 (60) 1 SPEED LIMIT o "0 p SB405 1253+77 48" 60" III or IV STANDARD SIGN SR 7' NSTALL SIGN ON SIGN BRIDGE POST. 2 R-131 l _ 0000 CEDAR AVE S N 0 7 2+ i ' -. -. _. .. 2 Z RE 132 : D3-301 _ _ $ _ _ _ CEDAR AVE 5 NB405 1252 +02 90" 18" -- _-- - -.... III or IV SEE DETAIL SR MOUNT __ INSTALL SIGN ON BRIDGE R -133 134 D3-301 _._._ -_ CEDAR AVE __ CEDAR AVE S NB4051252 +35 NB405 1252 +44 90" 18' III or IV SEE DETAIL SR MOUNT REMOVE SIGN ON BRIDGE INSTALL SIGN ON BRIDGE R -735 -_ .__._. FIRE HYDRANT MARKER 594051252 +78 _ REMOVE SIGN AND WOOD POST 136 17101 FIRE HYDRANT MARKER ._. 0000 S84051252 +78 _.._ 24" 30' It STANDARD STEEL 2b "SO(4) 9, 7T 7' 1013' R -137 NO PARKING 584051253 +10 REMOVE SIGN AND WOOD POST R -738 TOW-AWAY ZONE 59405 1253 +10 _ REMOVE SIGN AND WOOD POST 138A SPECIAL NO PARKING, TOW -AWAY ZONE 9 05 72 3+ 0 24" 69" III or N SEE DETAIL 5 E 2.5 °SO (4) 12.59' T 6.31' 139 M3 -3B SOUTH 4 +0 30" 1S" _.- . -..... II -._ STANDARD _ iL25' S S G N 0 p 940 R -141 Mi- 9(405) INTERSTATE 405 RENTON AVES SQOSt SB +00 5 2 + 60" g,-- 48" II STANDARD _ ,,STEEL 2b °SQ {4) 13.25 T IN TA L IG EL SI N. 13 REMOVE SIGNON B RIDGE NO. ISSUE DATE ISSUE RECORD - DESCRIPTION I DESIGNED BY ENTERED BY I CHECKED BY I DESIGN .v. MAUrnnw RE°'°N 'T ^TN ?+r 3'/k. �' ,) y�' r n. c" re D AmIlk ® Washington State Departrnent of Transportation pOKSiIOn 1.405 1G TO WI EN STAGE 2 -WIDENING ND SR 515 INTERCHANGE SN -DAG DESIGN TASK LEAD: D. KORFORD qq7 n¢ 2 11PNf0 REVIBIONS PER win. N.3RAO K. LORENTSON A. WVIS R 76 TBZ4 I MNY90 REVISIONS PER RFI hi62 O.MORFORO 0.GEORGE RADAYB PACKAGE: RFD -.>SCi-JN 0 Od11L10 RELEASED FOR CONSiROC110N �l"N A. DANE T1AM R. GYMS 91raN 5'RC'CIFIt'A'rl ®NS` 0. =1110 FINAL DESIGN-9CSN A. DAVIS T.IAM 9. MORFAl10 ANANA RAJ I • C I SIGN SPECIFICATIONS �40SCorrI or a Si -- Buidws - RSL,FASEDFC3R 0 sTRUl_TJON SIGN NO. SIGN CODE SIGN DESCRIPTION STA. LOC. (or MP) SIGN SIZE SHEETING TYPk LETTERSIZE OR CODE POST MATERIAL POST SIZE POSTLENGTH REMARKS R Y Ht H2 H3 H4 __CLEARANCE V W R442 aw. �sr w_i_e_._w_ nwzasRwxc,XFDDUOxir 384057256 +98 REMOVE SIGN ON BRIDGE R -743 SAM -IPM SB4051256 +98 I _ REMOVE SIGN ON BRIDGE 144 R -145 D3.301 RENTON AVE S su.a <sa wmwen sry vmr ssxnm•sGaDUCUw SB4051256 +89 NB405 1256+55 96" 181, III or IV SEE DETAIL SR MOUNT _ INSTALL SIGN ON BRIDGE REMOVE SIGN AND BRACKET ON BRIDGE R -146 147 D3.301 RENTON AVE S RENTON AVE S SB405 1257-30 SB405 1257 +30 96" 18" III or N SEE DETAIL SR MOUNT REMOVE SIGN ON BRIDGE INSTALL SIGN ON BRIDGE 98 4V -1 E4-501 MOD ",,,,,,,,_, >,,,,� „�,,,,,,. „„ „,,,,�..,;,.,.,,. F „. �,., SB405 1253 +77 20' 15.5' Nu SEE DETAIL SIGN BR ovEalEAD 20' INSTALL SIGN ON SIGN BRIDGE BM -2 -1 E4 609 MOD NB4059256 +50 15' N +2 SEE DETAIL BR MOUNT GVF1a1FAD 20' INSTALL SIGN ON BRIDGE BM -2 -2 R3 -1402 aHOW <80S > <CARPOOL > ONLY, 5Mh7PM NB4051256 +52 _195' 10' 9' Ill or IV STANDARD BR MOUNT OvEPoiFAD 21' INSTALL SIGN ON BRIDGE R -148 FIRE HYDRANT MARKER NB405 1257 +82 REMOVE SIGN ON LIGHT STANDARD 748.4 17 401 FIRE HYDRANT MARKER N8405 1257 +82 24” 30” II STANDARD L7 STD NA CN4 T INSTALL SIGN ON LIGHT STANDARD R -149 R -150 �l NT901NIGALCOt1EGESFMNDRGHr GAS - FOOD NB4051259 +40 NB405 1259 +40 REMOVE SIGN ON LIGHT STANDARD REMOVE SIGN ON LIGHT STANDARD _ 151 E3.101 MOD aa�.axrecnncuDO,uccsscrorvoRlPnr; f>varooD NB4051259 +40 48” ___ 60" tt SEE DETAIL LT STD WA CN4 T INSTALL SIGN ON LIGHT STANDARD 152 NOT USED 153 W4-3R ADDED LANE SYMBOL (RIGHT) SB405 1264 +35 48" 48" III or N STANDARD STEEL 5` O.D. 15.3' 14' INSTALL SIGN ON BARRIER (SEE SND009) 154 13 -101 CEDAR RIVER S64051263+35 48" 36" II SEE DETAIL STEEL 2.5 ' SO (4) T 12.73' R -155 CEDAR RIVER SB405 1263 +84 REMOVE SIGN AND WOOD POST R -156 157 W42L PAVEMENT WIDTH TRANSITION LEFT S84051266 +47 NB4051267 +58 48" 48" III or STANDARD LTSTD NIA CN4 7' REMOVE SIGN AND POST INSTALL SIGN ON LIGHT STANDARD 158 759 d \ R10T4U2 R90 -7 402 1 CAR PER GREEN THIS LANE SEE SIGNAL PLANS Siff SIGNAL Pl1NS 48" 48' 18 18" .IV III or N III or N STANDARD STANDARD MAST ARM MAST ARM OVMW D WEwFnD CN4 CN4 INSTALL SIGN ON SIGNAL MAST ARM INSTALL SIGN ON SIGNAL MAST ARM 160 R10-6L STOP HERE ON RED NB4051267 +58 24" 36 _ III or N STANDARD LTSTD WA CN4 7' INSTALL SIGN ON LIGHT STANDARD 161 W4-3R LANE SYMBOL (RIGHT) 584051271 +03 98' 48" III or N STANDARD STEEL 5"6,—D 15.5 _ 14' INSTALL SIGN ON BARRIER (SEE SND-0-09) 164 SPECIAL SHWLIXRI EFSRN AffHNSiHi® SB405 1270-67 54" 54" III or IV SEE DETAIL STEEL 2.5 "SO (5) 13.66' 7' 18.86' INSTALL SIGN BEHIND BARRIER R -165 RESTRICTED LANE HOV>; AHEAD SB405 1270-90 REMOVE SIGN ON BARRIER R -766 SB405 1273+36 REMOVE SIGN ON WOOD POST ND, ISSUE RECORD - DESCRIPTION DESIGNED NY ENTER IC EY CNECKED 9Y DESGN MANAGER: n'O' 1" ,y Y£ a ut ran+r emt t ' ' '. (. ' B Washington State DaPartMOnI Gi TYdnaPOIi860n 1.405 1 -5 TO SR 169 STAGE 2 •WIDENING AND SR 515 INTERCHANGE SNA•97 4 REVISIONS PER NPC M I"..) X.111AG N.L A. DANE DESIGN TASx NNORFoRO i NIMUEMM R."M FER RM.S. x. LUP RL KVON R.MM RENNOxs FRR RFlsva re.zw,P K. 6PRENTSPx A. DAUN ro,RRADr xw 7624 9 RENNONS FER WM92 D. NPRFORO RDEORGE CADANS PACKAGE: RFC - 3C -SN SIGN SPECIFICATIONS o RM sw FOR mNsran. -ac.sN A. MAS T.uM Ro"ES A FINN. DESIGN -]GSN A. DANE T.IAM P. NPRFORD I I • r SIGN SPECIFICATIONS SIGN SIGN SIGN STA. LOC. SIGN SIZE SHEETING LETTER SIZE POST POST POSTLENGTH CLEARANCE N4.. CODE DESCRIPTION (or MP) X V TYPE OR CODE MATERIAL SIZE Hi H2 H3 H4 V W REMARKS 196 NOTUSED R497 TALBOT RD. S.; BENSON DR. S TBS 12 +58 REMOVE SIGN ON SIGNAL MAST ARM 196 D3302 TALBOT RD $; BENSON DR S SEE SIGNAL PLANS 60° 24" III w IV SEE DETAIL MAST ARM wElatrAD CN4 INSTALL SIGN ON SIGNAL MAST ARM R-199 LEFT TURN YIELD ON GREEN BALL TSS 12+58 REMOVE SIGN ON SIGNAL MASTARM 200 RIO -12 LEFT TURN YIELD ON GREEN AA11 SEE SIGNAL PLANS 3P 36' III or IV STANDARD MAST ARM wER EAo CN4 INSTALL SIGN ON SIGNAL MAST ARM 201 .202 NOTUSED ..._ NOT USED ..203 NOTUSED ..-._.___.._ 204 NOT USED 205 NOTUSED 206 NOTUSED p 207 NOTUSED 206 NOTUSED R-209 LEFT TURN YIELD ON GREEN SALL TBS 13+40 REMOVE SIGN ON SIGNAL MAST ARM 209A R70 -12 LEFT TURN YIELD ON EN ALL SEE SIGNAL PLANS 30" 36" III or IV STANDARD MASTARM wERHEEAD CN4 INSTALL SIGN ON SIGNAL MAST ARM R-210 TALBOT RD S; BENSON DR S TBS 13 +40 REMOVE SIGN ON SIGNAL MAST ARM 211 D3 -302 TALBOT RD S; BENSON OR S TBS 13+70 6D° 24" III or IV SEE DETAIL STEEL 2.5" SO (4) 9.58' T CN3 212 R70.170 RIGHTTURN ON RED ARROW AFTER STOP SIGNAL PLANS 30° 36' ill Or IV STANDARD MASTARM weRNEAD CN4 INSTALL SIGN ON SIGNAL MAST ARM 212A R70 -17R RIGHTTURNONRED AR ROWAFiER STOP _SEE PUGET 15 +32 3D" 36" IN or IV STANDARD STEEL 2.5 -SO (4) 10.58' 7' CPa R -213 S 15TH ST; S PUGET DR TBS 13 +70 REMOVE SIGN ON SIGNAL MASTARM - 214 D3302 S 15TH ST; S PUGET DR SEE SIGNAL PLANS 9D" 30' III or IV DETAIL MASTARM wBal�i.D CN4 INSTALL SIGN ON SIGNAL MAST ARM R-215 °H° HOSPITAL TBS 14 +88 ___SEE REMOVE SIGN ON LIGHT STANDARD 8-216 ARROW SIGN TBS 14 +66 REMOVE SIGN ON LIGHT STANDARD R-217 BUS STOP SIGN TBS 14+91 REMOVE SIGN ON LIGHT STANDARD 218 NOT USED 219 NOTUSED R -220 SPEED LIMIT 35 7BS 16+15.0 ____ REMOVE SIGN ON LIGHT STANDARD 221 _ R2 -1 (38) SPEED LIMIT 35 TBS 16 +355 24" 30° It w IV STANDARD STEEL -- 25 "SO(4) 10.08' 112W CN3 2218 R35R RIGHT TURN ARROW ONLY TBS 17 +13.5 30" 36° III w IV STANDARD STEEL 25 "SO (4) 13.5' CN3 02-7 E4401 MOD <405> NORTH, BELLEVUE. RIGHT ONLY TBS 16+80 10' 7' IV' 2 SEE DETAIL CANT ovaa D INSTALL SIGN ON CANTILEVER 2 09-2 "H" HOSPITAL TBS 14a28 30° 30° III w IV STANDARD LT STD WA CN4 WSTALL SIGN ON LIGHT STANDARD 223 M &38 ARROW SIGN TBS 14 +28 21° 15° II STANDARD LT STD WA C N, INSTALL SIGN BELOW SIGN NO 222 t NO. ISSUE DATE ISSUE RECORD - DESCIMMON I DESIGNED BY ENTERED BY CHECKED BY I MICR PER�Kx e NANA01ia: xP. z A=k I -445 B m 13 TO SR 169 SNA-99 DESIGN 8 MMI REMUED XZHAC K. LCREMXOK X. ]NAG TASK LEAD: STAGE 2 ° WIDENING 2 can'. REVs.. PER NBC @L fM a H N.81A0 H.2XA0 A. DAtlIE N. XHAO toxRN O Washington State AND SR 515 INTERCHANGE 1 07=0 unrooKR PER RN ml AMVIB K. LQN®irsOH N.EHiO PACKAGE: g DoParMant of Transportation 0 PL19I10 xELEAEED FOR OONSTR00RON .9CSN A."" TAAK R.omw 7624 tF SIGN SPECIFICATIONS &Z3 A OLOIHO FINAL DEEP -J N A. CAME TRAM AYOXFORO re e I 4M 0 i 0 F 15w 2.5' 12 -E EXIT 2A $ %} SOUTH 1 ,2E Auburn EXIT X ONLY 41- FAE01 MOD ® D &2 192' E 101 MOD W-10a MOD 144° 12 °E {5B5 SOUTH VE �130'E Talbot Rd J 1a'E LEFT 2 LANES (tElj) E4d01 MOD lea^ 25 -D Renton ,a.BE a Technical College 13.3 "E NEXT RIGHT tae X FOOD GAS LODGING 10 -E E 101 MOD W-10a MOD 144° 12 °E {5B5 SOUTH VE �130'E Talbot Rd J 1a'E LEFT 2 LANES (tElj) E4d01 MOD lea^ 25 -D H n FIE EXIT 2A SOUTH L6 Iry 12'E Auburn j ITE EXIT ♦ONLY (� &1- E"01 D &2 1w.. 12 -E 12-E EXITSff 2 A -B 7� s 1 =E Rainier Ave S TE1 Auburn 12E EXIT ♦ ONLY ogR E0.601 MOD © D&2 12°E EXIT ZB I12 -E RainieP ®AYe A &1- E &101 MOD 1d"E B E I.. 8'E M1- E4dM Moo C m � OPAY ONX qkY a °D �j R2 MOD 1E'E 12 "E EXIT 3 1WE 12"E EXIT 4 1e'E 515 iz ,900 WEST {I69jS0UTH i2 -E IS ;rE Talbot Rd S m 1TE Maple Valley ;7E Bronson Way EXIT ONLY , ® E&101 MOD 6 1 OD QGd1 E44i01 MOD 102" Em Kent 133.0 n ,V'E USE EXIT 2A m'E (Ii-9 E &101 MOD 48" EXIT 1PE ZB71 iT'E _l E &1A, TYPE 4 80" EXIT 12'£ $ 3X ,sE Q ) E &IA, TYPE 1 12-E EXITS 2 & 3 10E 515 Talbot Rd S ;iE IbT Rainier Ave S 1TE Auburn 12'E 12 -E EXIT * ONLY iBaY�fJ E4!01 MOD SND4.01 SD2- 4,2-� 8 "EM Cedar C?M� I }101 20 To ,, raw' BID DNs SPECIAL 986 127 (49) °P° BLACK THE REMAINDER IS RED ON WHITE BACKGROUND 24' as °c CITY HALL �B Dbrking j. a "D 6 a 97) SPECIA aa• BLACK LEGEND ON WHITE BACKGROUND ILI ® R MOD a9^ v 15TH ST e S PUGET D 81 98" WDAVID NORTH ir 405 S5vy SOUTH 6V101 cz1v CE NEXT SIGNAL 12° 98" SPECIAL �- ^ "c INTENCHANGE ,r• --LAD WSOM NOD 3 "C iXla ARM AVMU.aLERVAIU.&LE 7 2$8'371 2_ S I'.2.. C KA) la0 NOD W. B0 TALBOT 0°C 26° BENSON DRS 1 c i-00 I n vme SPECIAL C7a7 C11a (21 CID 13 C1714D C11M M301 WD 98" RENTON AVE S lie „ 0.9.301 �11a BLACK LEGEND ON WHITE BACKGROUND EXCEPT 'SENSITIVE•',” AREA°, „BUFFER ", "NO ","DISTURBANCE ", "APPROVED', RNSOOT', "ENVIRONMENTAL PERMIT SECTION" LEGENDS ARE RED EO" e °e 1104 PHAD 1240 4.a'B 24„ B•'e BENSON RD S s"c SHOULDER rc USE WD TALBOT RD S 03- ck% BY B'DI CEDAR AVE S H Dsw1 !1u'� 38" 80° To Nu�E�„ B'c TALBOT J.B SPECIAL r I M BENSON DR S `a R7'aBA NAB C211 Dead NOTE, BOTTOM LINE °R.M.C. 8- 18-10' Adft 1405 8Na0-0: 1-5 TO SR 169 WrAfF W STAGE 2 -WIDENING Washington $tA00 AND SR 616 INTERCHANGE Department of Transportation 3 GUIDE SIGN DETAILS m� �. BID f BDISNI DR S e•D TO BENSON AD S IN 1 (� Deno F a^c REDUCED a°c SPEED 0D 11>':) Rx•1(26) MOD 8 "EM Cedar C?M� I }101 20 To ,, raw' BID DNs SPECIAL 986 127 (49) °P° BLACK THE REMAINDER IS RED ON WHITE BACKGROUND 24' as °c CITY HALL �B Dbrking j. a "D 6 a 97) SPECIA aa• BLACK LEGEND ON WHITE BACKGROUND ILI ® R MOD a9^ v 15TH ST e S PUGET D 81 98" WDAVID NORTH ir 405 S5vy SOUTH 6V101 cz1v CE NEXT SIGNAL 12° 98" SPECIAL �- ^ "c INTENCHANGE ,r• --LAD WSOM NOD 3 "C iXla ARM AVMU.aLERVAIU.&LE 7 2$8'371 2_ S I'.2.. C KA) la0 NOD W. B0 TALBOT 0°C 26° BENSON DRS 1 c i-00 I n vme SPECIAL C7a7 C11a (21 CID 13 C1714D C11M M301 WD 98" RENTON AVE S lie „ 0.9.301 �11a BLACK LEGEND ON WHITE BACKGROUND EXCEPT 'SENSITIVE•',” AREA°, „BUFFER ", "NO ","DISTURBANCE ", "APPROVED', RNSOOT', "ENVIRONMENTAL PERMIT SECTION" LEGENDS ARE RED EO" e °e 1104 PHAD 1240 4.a'B 24„ B•'e BENSON RD S s"c SHOULDER rc USE WD TALBOT RD S 03- ck% BY B'DI CEDAR AVE S H Dsw1 !1u'� 38" 80° To Nu�E�„ B'c TALBOT J.B SPECIAL r I M BENSON DR S `a R7'aBA NAB C211 Dead NOTE, BOTTOM LINE °R.M.C. 8- 18-10' Adft 1405 8Na0-0: 1-5 TO SR 169 WrAfF W STAGE 2 -WIDENING Washington $tA00 AND SR 616 INTERCHANGE Department of Transportation 3 GUIDE SIGN DETAILS m� 0 u 0 ® SIGN FROM ® SIGN FRONT 4Pa� SIGN FRONT l l I I� 1 NOTES: SEE SHEET SNOb3 FOR NOTES. LEGEND: ®-% SIGN NUMBER 3 13.38 ' 10.6' t• 18' b. 338 zr 5 A MNL7 P,7 j iG M I I IF SIGN BACK SIGN BACK IF SIGN BACK ® SIGN FRONT v .- -- - - - - -- . -' .- .- ._- .- ._ -._._. ._.___- .__--- - - -..- ...... ------ - - - -'- -- -- - " -' -- -------- - - - - -- - - - -- - -- - " -' -' BEAU f i I I i I ® i I I A ® �I 31ST 16 &W 31.tr m. SHOULDER EW ONLY Q SOUTHBOUND someOUNO NOV SHOULDER t MAINLINE MAINLINE 39.96 I I j ELEV: 93.86' j a1' I I I —6935• I I 285' 87.31• __ _______ ___________ --------------------- SM o'er r -' -- SIGN BRIDGE SEE NOTE T [LOOIGNG AHEAD ON STA) MAAMUPl ALLOWABLE SIGN AREA • 750 SF RETAINING WALL 8A I � I Q � SB 605 > cmAt ecREp BT Aft Slow N 1 --1 xo F H EXITS 2 A'B (16 Rainier Ave S Auburn EXIT ♦ ONLY 0 u 0 ® SIGN FROM ® SIGN FRONT 4Pa� SIGN FRONT l l I I� 1 NOTES: SEE SHEET SNOb3 FOR NOTES. LEGEND: ®-% SIGN NUMBER 3 13.38 ' 10.6' t• 18' b. 338 zr 5 A MNL7 P,7 j iG M I I IF SIGN BACK SIGN BACK IF SIGN BACK ® SIGN FRONT v .- -- - - - - -- . -' .- .- ._- .- ._ -._._. ._.___- .__--- - - -..- ...... ------ - - - -'- -- -- - " -' -- -------- - - - - -- - - - -- - -- - " -' -' BEAU f i I I i I ® i I I A ® �I 31ST 16 &W 31.tr m. SHOULDER EW ONLY Q SOUTHBOUND someOUNO NOV SHOULDER t MAINLINE MAINLINE 39.96 I I j ELEV: 93.86' j a1' I I I —6935• I I 285' 87.31• __ _______ ___________ --------------------- SM o'er r -' -- SIGN BRIDGE SEE NOTE T [LOOIGNG AHEAD ON STA) MAAMUPl ALLOWABLE SIGN AREA • 750 SF RETAINING WALL 8A I � I Q � SB 605 > ecREp BT 1 --1 xo "^ ` L J. q MANAGER: iyi p I i I 1-465 o J. BAGMAN SND-OG+. DESIGN - E ® ® 1.5 TO SR 168 h TASK LEAD: STAGE 2 -WIDENING D. MDRFGRD roHmA� �, _ �eE` Washington State AND SR 616 INTERCHANGE 1 .2nLP REYISOM PFA FIRM &QAVIP T. UM D. MORFDRD PACKAGE: �IU- :7' Department of Transportation YB2A '� 0 P1X&90 RFL6ASEQ FOR CONSTIM(MON -SB &QAYIS T. LBM D.M ,M. RF`e - 3B Jelia+N BRB ®CyE NO. SB-2 w,Z3 A tLt&W GIXAL SIGH -30 &QAYI3 T. LAM D. AWNFORQ • SS • r 9 EXITS 2 & 3 el Talbot Rd S Is { Rainier Ave S Auburn EXIT ♦ ONLY 4PJ SIGN FRONT i I I I n.ar i I I i i I o.x• I 'I s i EXIT 4 900 WEST t169 SOUTH (1s.oG Bronson Way EXIT ONLY NOV NORTHBOUND NORTHBOUND EXIT ONLY h.\Sa. IWINLINE i j. BAINL {(F NOTE 11 SUN{ INE73% ' J (LOOKING ANEAD ON STA) I A E%ISTWG GRWND NB'IW SIGN BRIDGE SB NNW 12] 8.09 EE NOTE T NAIUMUMILRLOLOWASI.E SIGN AREA)• 600 W SEE NOTE T P. MOPF4RD mucri PACKAGE: 7624 RFC -3 SIGN BACK VMS E NOTE 1 (TW) _, BEAN FL s I � \ 2..T A .__N� ______-- __1___ T' l- -` - - -- EXISTING GROUND SIGN BRIWE S "V SEE SHEETS SNDp1&SNd0.L NOTE 11 SUN{ INE73% 1 V 17 AND FVD-0J BARRIER AND F U� TION DETAI (LOOKING ANEAD ON STA) IFOR MAKINUN ALLOWABLE SIGN AREA - 60a SF U.Sa' Q Qi Ba aoa I I 1 I � 1 Gm I SIP EXITS 2 A -B EXIT 3 _I61 515 Rainier Ave S Talbot Rd S Auburn WE MILE 1 MILE ® SIGN FRONT ® SIGN FRONT ® SIGN FRONT 0 a U6P4 I S� I Q I I 8.96' tA88' xT.ar SHOULDER SEE NOTE 13 ! I I ELEV: I %B.t3 I r9 9 9 E%IB'N, GROUND i Imo_. SEE NOTE 11 L EAU.. DESIGN TASK LO HPIIAO xS' 14N I SIGN BACK SIGN BACK 99.4' I 9x.8x' SOUTHBOUND SOUTHBOUND MAINLINE NAINLINE SIGN M 41•J BRIDGE 207 NUOUNUM AMA= 41MO A6A • 800 SF 1t NOTES: SEE SHEET SND * FOR NOTES LEGEND: ® WON NUMBER BEAM % III ELEV: NR86' SEE NOTE 12 SEE NOTE T • • a so 1S H ib• `d.F EXIT 2A 1 SEE SHEET SND-003 FOR NOTES. SIM BACK I 167 SOUTH EL GEND; ..- .- - - - -_- ,Z'd SEAM Q Auburn ®BILK NU6IBER - __________ - -I `- °� EXIT � ONLY GL SIGN FRONT ®i SIGN FRONT SHOULOER HOV NORTHBOUND NORTHBOUND NORTHBOUND 'BMOUIOER IMINUNE IMINUNE MANLINE .0.61'.. EASING GROUND 843' i : ��� !- - 60A4' II- _ -I-__ -10.x' RT HHam. `_________J_____L.____- SOT 11.04' F t1AT t1.1Y 11.1' 306' 16' 4' `__ -_ -___ - `____ - __-`_ 80VMBOUND SIWULDERI BOUTHBOIIND Y0.11• SOUTHBOUND EXIT ONLY MANLIKE BOUTHBOURO XOV SHOULDER MAINLINE I EXIT ONLY ER W CA06 : (SR 167) (RANIER AVE S.) W6 I I;H 1AHEAU B 036 I BLEV: 13.6' I d,S 40.fiB d.b' MAXIYUN ALLOWABLE SIGN AREA = M SF - ____ € ,. —s.6r E EXIT M _ 31340616] D EJOSTNG tY STORM ORAN TO BE - ABANDONED E eas MISTING GROUND itA6'� AN ILEVER. 9Q> EST 1S.W }f� OV ABLE MN L164)SOUTH - �— �' I - PROPOSED STORM DRAIN MAXIMUM( AREA)• n2 W - - - -- _ _ .y._ _- -_._- BEAN I I Rare '{ I Bronson Way MANAGER: EXIT ONLY 1NF� I : ' �. ? + cw-u SHOULOER HOV NORTHBOUND NORTHBOUND NORTHBOUND 'BMOUIOER IMINUNE IMINUNE MANLINE .0.61'.. EASING GROUND rt !- - - -��' II- _ -I-__ -10.x' `_________J_____L.____- �l„ `__ -_ -___ - `____ - __-`_ I �- I ER W CA06 W6 I;H 1AHEAU B (LOOANU W4 STA) MAXIYUN ALLOWABLE SIGN AREA = M SF - I]S I EXMTING W STORM TO REIMIN Y CHECKED BY DESIGN aEplPx Rare MANAGER: 1NF� I : ' �. ? + 1-005 J..UMAN 1. WM B d 1.5 TO SR 969 SND -007 DESIGN �N x..0 TAaK LEAD: STAGE 2 - WIDENING s. FORxnH D. uDRFanD mronvm xa �,. a WashtnMton 6n,e AND SR S7S INTERCHANGEgg D. NaRFaRD PACKAGE: 7624 .�^'"'` 1 DeparGnent of Transportation D. xDRFORD R SIGN STRUCTURES NO.0 -1 & C -3 U. x(IRFBRP X,Xt`„ �i rf • e a rf ----------- SIGN SPACE A 5' DIAM. STD. PIPE (AM ASS GRADE B OR AM MG) GRADE B) (GALV.) SIGN PANEL MAX. AREA = 24 SCL FT. :J_1ddl4 ;pia 10:Y14RX-1lei20;1* l TOP OF SIGN 5118 DIAM. HEX / +$ HEAD BOLT b V DIAM. STEEL MAT WASHER SIGN PANEL DETAIL C STIFFENER PLATE DETAIL »y (TYPICAL EACH SIDE OF POLE AS SHOM) txrvaxr�r r TOP PANEL 5' DIM . J iM STANDARD PIPE ' —PIPE CAP -TACK I I WELD TO PIPE V4 —Q WN, fTYB) PLACES 4 PLACES ------------- SIDE PANEL MOUNTING MOUNTING BRACKET DIMENSIONS PRIOR TO (TYP) v i y AND STEEL STRAP BRACE CONCRETE BARRIER X 9 NG MIN. WHEN REQUIRED H 515" DIAM. N POST F} v SIGN PANEL - .' M LAREA = 20 SQPT. C STIFFENER PLATE DETAIL »y (TYPICAL EACH SIDE OF POLE AS SHOM) txrvaxr�r r TOP PANEL 5' DIM . J iM STANDARD PIPE I I (9MJ- V4 —Q WN, fTYB) (MEASURE AS-BUILT BARRIER SIDE PANEL DIMENSIONS PRIOR TO (TYP) v i y SADDLE FABRICATION) G ' DIM1. CONCRETE BARRIER X 9 NG MIN. D H 515" DIAM. RESIN BONDED v ANCHOR (TYP.) p-A .' -5 513" IN. EMBEDMENT DIAM v RESIN BONDED p -D ANCHOR o v TYPICAL SECTION ........... DESIGNED BY ILNTERED BY tXEtKE D BY DESIGN MALUGER: M&MAG a BauMAN xmiDp xo. siA DESIGN TASK LEAD: D. MDRFMN FpRxxCq PACKAGE: RFC - SCs• -SN 7524 G.LAUAXAH T. SAM P. DUE ER &DANB !."n iomE D.MDRFDRD DIAMOND SHAPE SIGN 1I4" DNM ' 1 'LONG ((-- STEEL PIPE HEX HEAD BOLT NUT, j SIGN POST AND WASHERS (TYP.) t SIGN PANEL MOUNTING BRACKET ASN EL PLAN r FIELD DRILL WV J DIAM. HOLE IN SIGN PANEL MR) 81GN BRACE UIT DIAM. HEX HEAD BOLT AND WASHERS SIGN PANEL - MOUNTING BRACKET AND STEEL STRAP - SEE DETAIL SIGN SPACE 70 DIAM. HC FOR &V DU RESIN BON[ ANCHOR Cr J L STEEL PIPE L\f'T'J SIGN POST (A4" STEEL F wsTN1. Ras) SIGN BRACE ON SIGN POST NOTES 1, SIGN POST SHALL BE INSTALLED PLUMB. 2 FACE OF SIGN SHALL BE INSTALLED PERPENDICULAR TO TRAFFIC LANE. 3 CENTER OF SIGN PANEL SHALL BE LOCATED 17 OR LESS ABOVE THE GROUND SURFACE 4. SIGN POST SHALL BE MOUNTED ON BARRIER WTH A MINIMUM SEGMENT WEIGHT OF 10,DX) UPS, AND A MINIMUM WIDTH OF T - C "AT THE BASE DO NOT MOUNT SIGN POST ON TYPE 2 PRECAST BARRIER, 5, SADDLE MOUNT ANCHOR BOLTS SHALL NOT BE WTHIN Y -6. OF THE END OF A BARRIER SEGMENT, 6. THE BRACKET TO BARRIER FASTENERS SHALL BE I/P DIAMETER RESIN BONDED ANCHORS(ALL THREAD)ASTM A193 GRADE BT OR AM A449 (GAV NEED) WTH MATCHING NOT AND WASHER EPDXY RESIN SHAU_ CONFORM TO STANDARD SPECIFICATION 9­26.1 T. SIGN POST ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO Mitt. R FRACTURED FIN FOASR, WRERE PRESENT, WILL BE GRIPPED OFF PRIOR TO FIELD VERIFICATION OF BARRIER VADTH SO THAT FABRICATED STEEL BRACKETS WILL MA CORE BARRIER THICKNESS. TOP PANEL �I1�7�7I`Lt�7 1.405 1.5 TO SR 159 STAGE 2 -WIDENING AND SR 515 INTERCHANGE ANCHOR BOLT - THREADED BOLT WITH NOTE: USE A TYMPLATE TO LOCATE AND SECURE 2 WR5HE¢S AMP 4 HEAVY HEX NUTS (TYP.1 BOLT$ IN PLATO DURIN+ FOUNDAP.CN . NRTAi [AGH EN^ 9 fPG✓P N!YF INSTALLATIO4, FOR PETA. 5, SEE ° %POSEP ANLNC& HOGT NO Po O° N.IN ANCHOR PLATE bE A11 1115 51!FET BATE ELEVATION 15 SHOWN 0.4 CANTILEVER SEE EGUNCAYION ABLE FOR ANCHOR DCGi 91A. �ANP SIGN BRIDGE SECYIPNS. AND ANCHOR BPLi LENGTH. Q 6CN STRUCTURE SEC SHTS $NU O O9 TC SNP O08 1 ! FOA5HEP GROLNO LINE VAPID% +++111!!! I SEE SITYS SNP 0-05 TO 3A'P -0-00 0 -CA p GF ONF (LLNDAiiON I -I MAY 8E PL AL P EAOI SIGN AROUND .Sf.REEN C` POST RRCNN9 RARE. SE'• burro IS P, PCRARILY 6PPPP RTEP IN PLACE � "SCREEN DETAIL (' • - t �� -- -^ A5 (-OFF 9HEEi5 .SMU 0 L id A�VA -L f SNU OOH FOR EXISTING . MILE ANCHOR K ULYAIL f RCLNP LINE. 1 C✓NSTRUCPO4 JOLVT W'/ �r KOUfiHE NFP Si1RFpf.E CA FINISHED ESN✓ �, GROUNO LINE CCNPBIi. FOR DETAILS SEiRAL `E`POI.Y104 SEE It' PLANS 3. __ PETgt ON SYEE TNP G f6 LO 4- ILZ, L-4',5F1RA1 NG E4 FOR SPIRAL 512E MAY PE FIELD BEN, / 45• fiYP.j� 1 W x 4 Y u4� 4 9 Rf 2E AS +T SEE CAT DETAIL. FOR "H AT A VIEW SHOULDER FOUNDATION FOR 15 SRI d So 2, kT*H l 141fT (H r Rc404 rN• NOTES: >R'1 L FOR 51GN BRIGGS AND CANTILE4Ef SIGN FOUNDATION ELEVATIONS. I vi£ SHTS 5HD-0 -05 t0 5HJ -0 -0B. Y' t'�F. dA0" 9 A5 TCTALJ SEE 5NEE15 $ND -C-21, 5ND -0-22 A 5NIO -23 FOR iL 5 R1 RICH S19U6IDRE PETAP5L J4= 3. FOR 551 & 55 2 OPTSIDE SHOULDER FOUNDATIONS, O "IY IS MEASURED AY CENTER OF SHAFT. ,e xi1 4. SPIRAL SIZE WILL 62 04 FCR AGN 69POE SHAFT POVNCA.TIGN9 AMP 05 FOR CANTILEVER SHAFT FOUNDATION, SEE SPIRAL TERMINATION./ TYPICAL ELEVATION DETAIL ON 5HEEY 5.140-0-16 eRUSE CONCRETE CLASS 4000W WHEN WATER 16 PRESENT IN THE EXCAVATION. f POST I "PE.1/4• HOLE 1 ! '- -(GA.LVAMZIK'G FOR 'CP J/ NOT REPUIREP,I ANCHOR 1, 1 ANCHOR fP DETAIL AT 5NOULp,EK MOUNT SEE SHEEF SNP -0 -22 FOR ANCHOR BO'_T PA. ^.ERN AT BARRIER MOLNF .uwx P. GUENTHER '- PACIGGE: I ''524 RFC -3B FOUNOATION TA5LE fOK a1&N 6.KOCE5 A.NO CANTLIEVEK -'GN 51 Kf1C LIKE5 EVERY OTHER MATLXE N MdER I I /CR3k C 4 tiVMVEt (d' nNCnLR %b A4 .kkti D Oii I kT*H l 141fT (H r Rc404 rN• 4.. >R'1 O (TYi I "PE.1/4• HOLE 1 ! '- -(GA.LVAMZIK'G FOR 'CP J/ NOT REPUIREP,I ANCHOR 1, 1 ANCHOR fP DETAIL AT 5NOULp,EK MOUNT SEE SHEEF SNP -0 -22 FOR ANCHOR BO'_T PA. ^.ERN AT BARRIER MOLNF .uwx P. GUENTHER '- PACIGGE: I ''524 RFC -3B FOUNOATION TA5LE fOK a1&N 6.KOCE5 A.NO CANTLIEVEK -'GN 51 Kf1C LIKE5 EVERY OTHER MATLXE N MdER 0. AIL?.' .L:A 1! /CR3k C 4 tiVMVEt (d' nNCnLR %b A4 .kkti D Oii i f MF ER kT*H l 141fT (H r Rc404 rN• ✓Z X >R'1 dA0" 9 2G t iL 5 R1 D :T J4= C ? 9 O .T: °an ,e xi1 11, ?AE11 1 d -77 dL" dl(Y19 9 XJ L ('I lE tl1 PI 4' i' 4 P 9 M 2 14 R C, F f r ,TC- S R.0 U 9 N^ BYCI CE T O D CVLa h' 4 J ti ALF EN111- v 7 & N' 11, VED C Y1 ON, c, 'Il NO W IT,Ta PAT oNo A J3 Y t 1 °vLwuR <h 12 'h -y :S5 sP1. <J 6 5 f0 �^:1* 2 E rM,'. P R 4- vl 14" 3, •A' 9 T y - EP f'dbY `f CV +' L C_ 9 O I 2 "_ 4 6 2 14 i� °rSYL.PC SC Pd TGP OF BASE PRIU AND TAP W° PTA, CAPSCREW AST. P595 WJ55 WA3NER ,SPA. AT AYOIlf 9'CTRS.� HELPED .--Y. LLOTIi h" x Ur" SG.. WRAP AROUND BASE 2 WI Y .I N. LAP, ALTERNATE 135° HOOKS EVERY OTHER BAR-\ TERMINATION DETAIL, ETA(L, 5EE 5NDO16 D ob °an =w h ul CONSY. l -y.. OINTJ SPIRAL Y-. -- .YION I Cry. AO, OFF SHEET 5NP O 16 k GAT' DETAIL FOR OUT50 SHOULDER FOUNDATION FOR 513-1 & 55 -2 .MIL Washington State tment of Transportation POST SCREEN DETAIL SEE CARLE STEEL CON UIT- FLAN ANCHOR 0OLYS NOT SHOWN 1 -405 1 -5 TO SR 159 STAGE 2 -WIDENING AND SR 515 INTERCHANGE MONOTUBE SIGN STRUCTURE FOUNDATION DETAILS M OF 7 NOR OIT TOP OF FOUNDATION U CPAOIEF �e'IR5 ®ICY' --E5] AS YP.j iC'A4 (TYP) 5t d Ti+� STEEL CON UIT- FLAN ANCHOR 0OLYS NOT SHOWN 1 -405 1 -5 TO SR 159 STAGE 2 -WIDENING AND SR 515 INTERCHANGE MONOTUBE SIGN STRUCTURE FOUNDATION DETAILS M OF 7 NOR OIT TOP OF FOUNDATION U CPAOIEF �e'IR5 ®ICY' --E5] AS YP.j iC'A4 (TYP) 5t d Ti+� �- SPIRAL REIN('. (TYr) / Jfj y SPIRAL wRAP$ AAPS- #i W co 14 , VIEW fF -T(E TO VERT. BAR, b. Nfi TO VERT. BARS 14 SPIRAL REIN'. (TYPJ JTIE TO HORIZ. J f-Y4 I VIEW E TIE TO SCRIP. SPIRAL WRAPS CENTRALIZER DETAIL EPDXY COAT CENTRALIZER OR TAINT WITH INORGANIC ZINC AFTER FABRICATION (OPTION 2) LENGTH OF WELD (L) SPIRAL BAR SHOP WELD OR FIELD WELD 5(E) A ALTERNATE SPLICE DETAIL WELD DIMEN510 5 E LENGTH (! Y4 W N 4 J5 4 a P F" -11111 UK llQ CENTRALIZER DETAIL EPDXY COAT CENTRALIZER 09 PAINT WITH INORGANIC ZINC AFTER FABRICATION (OPTION 1) 3 WRAPS OP SPIRAL _ WELDED A' ENO OF SPIRAL SPIRAL BAR - -_ a SPIRAL TERMINATION DETAIL P. WFHl11ER fRIIMCL I PAGNAGE: 7624 0 VERY. BARS CENTRAUZER DETAIL NOTES: EACH LEG 5HOULO BE TIED TO iWO YMICAL BAR BUNDLES OR ',WO OI iRALS. SEE SPECIAL PROV ;SIONS FOR vPACINO R£QJIREMENiS A CONCRETE COVER MINUS 'k NOTES: I. CENTRALIZER DETAILS CAN BE SU05TINTEO WITH CONCRETE BLACK OR PLASTIC SHAFT RE'8AR CAM CENTERING DEVICES APPROVE BY OE6FN15jALDER. 1405 SN134 -if I-5 TO SR 169 Waahlnpton state STAGE 2 -WIDENING DapaetlnaM of TPanapGrPntlon AND SR 616 INTERCHANGE S-L7- MONOTUBE SIGN STUMTURE X29 CIfBBYM ®TINY P1CTAl1 C IY nC T ff Poor BAR L15T K WCATION Pore N0. &Ed LFOOTH SEE NOTE _i 5' -CY' i 5' -1' OFF NOTE 1 - - - -. '�,, MAR 'D '.. 21 MEDIAN BARRIER 5 NO .'. "-.4' STR. H HORI ZONTAL 22 MEDIAN BARRIER VERTICAL g' 23 5 25 0 4 Milk NEDJERTBCAK ER _ _. , I NOTE - . _. _. ._ - _ . CONCRETE RE TE LOYeR SHALL BE IW UNICE5 SHOWN OTHERWISE. PLACE. REMOLD C F.LER NOT BEYWEEti FOUNDATION ANP DOe YRPV51. I0.V BARRIER (1 1. SEE ROADWAY PLAN'S FOP CARRIER .`KANSfY!ONS e. USE BARR EK MOUNr FOR BOTH SION SWOOP •00• 1_ -� FPLAN POST BASES AT 00 3V. e 13ARRIER TRANSITION 3 M eARRIER (MOUNT FOR CANY6EVEK SIGN C -i. ITS] 4. TOP WIDTH 5HALL BE A MINIMUM OF 3' -0'. 23 SHALL MATCH BARRIER WIDTH IF DIMENSION - J EXCEEDS THE REQUIRED MIMMU0A 5. OSE IS "$MJCE BARS' TO MEET % -O" REOVIRFP SPLICE LENGTH AS SHOWN RAH$' /eA$E REINFORCEMENT Spur, OPTI ON" AS NEEDED. TOP OF CASE IE7 Poor _ u ` /ARIES DRILL ANN TAP WE - -. -- LAPSLREW A$T. F585 - 1--- -� - -.� TANCHOR DOLT 3 0 Q ANCYO PELTS - WITH 2 WASHERS AND WAu'HEK SIGN 8K(P!E 4 HEAVY HEX HUTS /'YP J THREAD ! "EE NOTE S4 SPA AL AS S ' Z IS CTR& 4h EACH ENO 8". ALVANIZE EXPOSED ANCHOR BOLT ENO FOR 10` MIN. SYMM. AP'Y ESP SHEET 5NL D 15 FOR ANCHOR FOR BASE PLATE E SAND ER WELDED WRAP AROUND 3 PA 9 i' -0� 7 SPA 0 6 ". .�%--- P`S- B- J'�P'_� S" BOI DILL, L Li NCYn - - - -- AT MEDIAN SHEET DETAIN '/V x A SO.. V' Y' AROUND TOP OF 1 9 1 -8_" SEE SHEET SNO -O-22 BAS I \ -{- - � S d iY/ 3" MIN. LAP - ( FOUNDATION JOY OF CARRIER TOP OF BARRIER I I I U \ ! USE A 1110,1111t TO LOCATE AND SECURE 1=JR5 N I}�d `/ P� - - -- CULL IN PLACE JIBING FOUNDATION _ `g�'I`+ ✓LREEN PETAIL INSTALLATION, SEE SHEET 5109-0-2F �5 ( N PLATE ON BARER" FOR FIM5HE0 ROADWAY ANCHOR PATTERN I SYMM. ABi. f x a POST y1 ti SOTTOM OF BARRIER BOTTOM. py U ti OF tlAKKIER� 2 O' "' MINW N _ APPROXIMATE FOR FOUNDATION'. SEE LAP SPLICE c LOCATION "MONOT RIE SIGN 5TROCNRE OF CONS Tor FOUNDATION DETAILS (I OF 4) SHEET 5ND -0 -15 4!0"60 4 0 - R ES y ryFs (*YP. w SEE .NOTE BE) T VVIIA� p Q \ LONS`RUCYION JOINT Wl -SEE ANCHOR fi DETAIL II_ CONSTRUCTION JOINT I L E ` J- W/ RdUC -HENED SURFACE -- - -� _ S ROUGHENED SURFACE I f n W N ` TO N / FOR FOLMIOANON. EXTEND VERTICAL SHAFT REINF. 3' -0" 2 ''"` SPLICE (TyP.J ( "D(a K ")a HOC!' FOR EE MONOO ff 510.4 MIN. INTO BARRIER FIELD BEND A5 STRUCTURE FOUNDATION II 1 "01' ANCHOR BOLT fYYP,)J 4` IT ETA 'L0 !1 0. 9J' J SECTION E O23(24)ASPECIFlCATICN �_ — i SECTION A Sn:Er 5NDO15 l _ ANCHOR (! DETAIL f ts (29 SEE SHEET CND- 0- 22 'BASE PLATE MOUNTED TRANSVERSE REINFORCEMENT ON BAKKIER" FOR ANCHOR BOLT PATTEKN. ELEVATION SPLICE OPTION N NO, ISSUE DATE ISSUE RECORD - DEWRIMON DESIGNED BY ENTERED W CHECKED BY DESIGN AJ."UMx +m wasn OW (^40EaIGx p IS TO SR 166 : muana u.XUILT OMVnNa G.eu.uxnw rcLOmfxreow :P. UExnIER TASK LEAD: ,} y STAGE 2 - WIDENING a811mwK. WREwMM1 UEmmER ROUENTHER �,,,X,m., ,q 1t o Washington State AND SR 515 INTERCHANGE i mmromm REVI81DNa vER Rvlx aar uuo RPIe sw D. caeuxaw T. Sax Uxx vADKAGE: ` Department of Transportation mnm<m RELEASED FOR noxmraGCnom .ae G."LAHAR n. xEwDmEGEL wx 762'4 Z� 1 NONOTUBE SIGN STR RE G23 A eznsxe FRAL DESIGN =.sl D. DALLAKAN M"WRIOERSOX KIRMIN .E...e..� FOUNDATION DETAILS (3 OF 3) EH5?ING EXP jr (iYal - A NOTES: I. MATCH EXISTING BARRIER. 2 A SIMON510N5 SHALL HE fER',9ED iN TH,E FIELD DEFCR£ CONSTRUCTION. 3, SEE ROAVWAY PLANE FOR BARRIER TRAN6100N. ^— SYMMETRICAL ABOUT i OF 51GId 61fO1LTURE AND DRILLED StlAFT dRPINO MEDIAN BARRIER (TYP) *- EXISTING HARRIER ANCHOR BOLY - rMECP.VEV DOLT WITH 2 WABIIERS AND 4 HEAVY HEX NUTS (I YPI. -HRCAP EACH END S. GALVANIZE ERPOSED ANCHOR 601r ENDS FOR b 411 N. SEE 54EEI END 015 `OR ANCHOR FO LT CIA AND ANCHOR SOL? LI`NCTH xU5 t'ut'do, �;�s r sudv6e6 to `'!eOHAMFER(tYP.f .EASED FOR CONSTRUCTION LISTING MEDIAN CARRIER FORTING :.MOVE A5 POU-RER Q Y5 n`S' WXISFNc MEDIAN BARB -R fill.) 4 - 16- 0 TOP OF PLAN - MEDIAN BARRIER TRAN91ilON NOTE: USE ATEMPLATE TO LOCATE AND SECURE L-- f SON 5iR'JCTURE DbLT6 IN PLACE O'JRiNG FOUNDATION IN5TALLATION, AND GRi: LEU iHAFT FOR DETAILS. DEE'ANCHOR PLATE DETAIE' ON 5HEFY 51TU-0-22. *5 a AFVRd %IMAYF OCA'ON OF LONOUIY --., I ( -f6 I .-4 51ON $rfuL ?uRE 1-- - - -� -- RS - - - -- - — - -- -- - - �- - - - - -- - -- - - -- - --� _"`_ —Y 1 C EXISTING li II-------- I _I ____ II-- MEDIaw -11I CdNSTRUCTIdw JOINT EXTEND VERYICAL 5HAFT REINFORCEMENY W: 9006HENEd SLIPPAGE 3'- ' M N MUM INTO BARRIER FEM,F ESISYING DARR ER FOOT NIF --- - - - - -_ I :I L m _ I PRE450 OED f SID, 5 RJCYURF A I - -112° DIN' TILLER (rYP) 5° P 5HArT. AND SPILLED 5HAF' - _ REMOV- EX StIN6 DPRR ER TOOT NG dRPINO MEDIAN BARRIER (TYP) *- EXISTING HARRIER ANCHOR BOLY - rMECP.VEV DOLT WITH 2 WABIIERS AND 4 HEAVY HEX NUTS (I YPI. -HRCAP EACH END S. GALVANIZE ERPOSED ANCHOR 601r ENDS FOR b 411 N. SEE 54EEI END 015 `OR ANCHOR FO LT CIA AND ANCHOR SOL? LI`NCTH xU5 t'ut'do, �;�s r sudv6e6 to `'!eOHAMFER(tYP.f .EASED FOR CONSTRUCTION LISTING MEDIAN CARRIER FORTING :.MOVE A5 POU-RER Q Y5 n`S' WXISFNc MEDIAN BARB -R fill.) 4 - 16- 0 TOP OF PLAN - MEDIAN BARRIER TRAN91ilON NOTE: USE ATEMPLATE TO LOCATE AND SECURE L-- f SON 5iR'JCTURE DbLT6 IN PLACE O'JRiNG FOUNDATION IN5TALLATION, AND GRi: LEU iHAFT FOR DETAILS. DEE'ANCHOR PLATE DETAIE' ON 5HEFY 51TU-0-22. OECTION P. GUEMHER PACKAGE: RFI 9169 rim z R, BEE F "ANCHOR i F T DE ?AIL "CN Hkl ENPL -22 1P' /!fiY 6-Y5— L1)15 R ---_,� FOR SHAFT REINFORCEMENT OETP.ILS, SFF 5HCEr :i.VD- 0-15 -1 .SIGN 9]'ROCYURE AND DRILLED 511AFT :OR EASE PInYT ✓Et Ali T-0" MOUNTED ON aARRIER 1 m SEE SHEET END 0 22 A rTOP OV 6 RRiER ELEVATION I L 1 �- M5 CY EYI5TING 1,. WALL 510PE a K rTnP CF �i K � Roaownr D A LObSTROCnol`.IbiNr Wi ROUGHENED SURFACE *5 a AFVRd %IMAYF OCA'ON OF LONOUIY --., I ( -f6 I .-4 51ON $rfuL ?uRE 1-- - - -� -- - -? - - - -- - �- -- - -- -- - - �- - - - - -- - -- - - -- - --� _"`_ —Y 1 EXISTING li II-------- __ _I ____ II-- MEDIaw BOrINa CdNSTRUCTIdw JOINT EXTEND VERYICAL 5HAFT REINFORCEMENY W: 9006HENEd SLIPPAGE 3'- ' M N MUM INTO BARRIER FEM,F ESISYING DARR ER FOOT NIF --- - - - - -_ OECTION P. GUEMHER PACKAGE: RFI 9169 rim z R, BEE F "ANCHOR i F T DE ?AIL "CN Hkl ENPL -22 1P' /!fiY 6-Y5— L1)15 R ---_,� FOR SHAFT REINFORCEMENT OETP.ILS, SFF 5HCEr :i.VD- 0-15 -1 .SIGN 9]'ROCYURE AND DRILLED 511AFT :OR EASE PInYT ✓Et Ali T-0" MOUNTED ON aARRIER 1 m SEE SHEET END 0 22 A rTOP OV 6 RRiER ELEVATION I L 1 �- M5 CY EYI5TING 1,. WALL 510PE a K rTnP CF �i K � Roaownr D A LObSTROCnol`.IbiNr Wi ROUGHENED SURFACE Lf SIGN STRUCTURE AND AFT .F "4ILLEU 5H 1j URIi.tEP 5HPT (E£!OW) fTYP {(TYR EA CtlftkERj SEC OON J 1.405 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE f i ♦ i sa q- SECTION B .-4 51ON $rfuL ?uRE n —f SIGN 6, UCrURF AND DRILLED 5HAFT AND DRILLED 5HAF1 Lf SIGN STRUCTURE AND AFT .F "4ILLEU 5H 1j URIi.tEP 5HPT (E£!OW) fTYP {(TYR EA CtlftkERj SEC OON J 1.405 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE f i ♦ i sa q- � C• � tX5Y. 'EYPINMfi WALL ENvi. WALL £XI'A43(CM1' i NPT --J -ZG JOI NY. SEE NOME a- T /^y f rl EX AN$I0N JCINi WJ 5f" IJF YO LINE UP W/ FXST. -P. XoA.VSIGN JOINT !'AlI OTES: �EXPAN5IDN JOINT r. CONCRETE SHALL BE CLA.6 4000, W/ N" P,IF (TYPJ 5. 5EL ➢RAWINGO ONO 0 -21 THROUGH ONO -0 -23 FOR 2. R£IN104CINU SHALL H£ STEEL REINFORCNF CANS, 51UN 89196E ST.CUCYUKAL DE +'AILS. NAVE 5D ANG CONFORMING TO ASTM AVIV (AALIHY0 M31) OR A5TH A700 T. 5FE'RAWINT 5NO -045 FOR ANCHOR VOLT DETA!LO. a PULE JUNCTION SCX 6 KEEN HORIZONTAL VAR5. 5. SEE 5ECTION E (PAVE NOUNI'ED Gtt SHAFT) OR DRAWM3 SN9 -0 -22 FOR BASE PLATT pETMV S. DESIGN -PANDER SHALL FIELD VERIFY LOCATION OF EXIVTIN3 l^IVJNNNNXNWI-I WALT EXPANSION JSWYS, `jY`l.y. TOP DO F AP..CECI VEGMENo WILL VARY Av TEW09iON ENT E SECTION "A" G OR SECTION `C' OC6'L 5. PROVIDE EXPANSION JOINTS ALONS THE TAPER VARRIER RAIL W?CM£NYTOF & SYACWG FOR THIS SEUIdEM1 AT EXISTING Y /ALL E %PANSIO.V JOWYS. WrtL uATLH THAT OF SECT ION "ft` ON 5.4➢ -0 -20. so ELEVATION $.GY z HRr9UE O YOST (aR J13M1 FORT O 1 O i-$EE NDYE B O 0 PLAN } SIGN POET POSY IY FN?, WALL A L ENPAN6IDN N�JS r JOIN -, SEE i NOC4 _ � 1 I f t UP. Jr, F co I MR MRNFfaER: xn y L�. t rF (1'. 1-4Db .BRAx 4`A�k.: - @ e s ... 1 -6 TO SR 189 sND -a -ts MK!- STAGE 2 - WIDENING a(R liRMC ,UEWHER m�DNpn i` Washington State Dapartrnant Transportation AND SR b1b INTERCHANGE IV10 RFI. -In. O. LALUNAN O.HENDEMON J. NEINCHELO PACNAOE: yCry® /JMlL CA [b of OnIn. AELEASEDFORCONSTRUY:TION-3D KCHANSAWAT O.HENDERBON J. REINCHELO F -3B 7624 SIGN BRIDGE S&4V (� A M. FNIAL OESIDX -]R KCXANSAWAT B. XENDERBOX dREINCHELH evee.w -n BARRIER FOUNDATION DETAILS IS OF 21 ax ¢ co I MR I NPr£s °RESERVE ALL EXISTING gmFORCINC PRO!'2L'OING F30M FACES OF 'X6' r R£TMNING WALL. 2 GE5!6A BUl!DER 5.11 F1GL0 VERIFY DIMENSIONS, 3. USIF !iIRRE 500-EP EPDXY APHESIVE ANLY.OR SYSTEM OR APPROVED EQUAL, USE PERCUSSION DRILL TO LORE HOLES FOR OOWEL5 PER EPDXY MANUFACTURER. 00 NOT OPMA FF EXISTING RE'INFORCWG IN THE WALL AND FOOrPHG SV.S. ALTERNATE HORIZONTAL DOWELS WIffi EXISTING RETFORCMG G1 FOR 9' SPACUV,F 4. DES!6N- RJ!LOC'R SHALL FIELD VERIFY !OLATIONS OF EXISTING REINFORCING 0 5. LAP 03 WITH THE EA15TINO HORIZONTAL REINFORCi.VG (2' -0 MINIMUM LAP SPLICE) _ AT THE ENO OF THE TAPER BARRIER$ NEXT TO THE EXISTING 6ANUE95. 'I E SEE DRAWINGS 51W?-O 21 THROUGH 5.4P0 -25 FOR SIGN 5RIPGE 5TRJCTURAL PETA25. 'I 7. SEE ORAWi16 SNV -0 -15 FOR ANCHOR BOLT DETAILS. 0. .5EE SECRON F !SASE MOUNTED ON SHAFT) ON ORAWMG 5NO-0 -22 FOR RASE PLAFF DETAU5. I ,! NB I ! I 1 I I (i -EX5T. RETAIRLSO WALL 0 12- ON A5 RECOM.NENPE, MFR- (TYP.) x5 0 IE' EPDXY DOWELS, NDTE 3 EXSY. REWE IQ TO FEPAIN, NOTE 6 END 'L \ AND PL M SURFACE OF t %5Y. \11 CARD O FULL w AMPLITUDE ( 5, AND HT AN RFAC ! NOTE 2 DEMOLISH EXS. SARR(ER AS INDICATED W H 5HAPE0 AREA ON' SECTIONS AND PLAN FOR 'HE LENGTH MAYCH!NG A'E'N BARR!£R SECTIONS, (TYP.) SEE .VOTE 1 Cj ECIFION ( /{ \ NOTE53EPDXY GCWELS SECTION N�4 P -01'y M GUENTHER CtlXTUCi PACKAGE: %62� RFC -SB RETAINMG WALL 7 1.40 Corridor Dre r- Butiders hr °) t RELEASED FOR CONSTRUCTION 1 -NB I FACE OF EXUMTNG WALL (TYP) -�I 5ECrION c ND -0 19 '408 SND- -21 I -8 Tp SR 189 Stab STAGE 2 - WIDENING laporbtlon AND SR 515 INTERCHANGE -FQ co I OF SO 5EE N'JTE b POSY E4 SPA, AT TOP OF FUN. OARN1E4 SEE CHAMPER 40iG 7- — (rrv.l� w i 8 1 5Ee PER t � P ffi5 / AEC'll L Ar A.VLHOR PORE I z- O OrrIONAL CONE py JOINr WT RGUrH xFV l T °P) Y5URFAC 1 N M1 `{ I ! I i OT 1 a X6r, T. F YG H F5 W 12 !ZTJ JJJ (nP) I NPr£s °RESERVE ALL EXISTING gmFORCINC PRO!'2L'OING F30M FACES OF 'X6' r R£TMNING WALL. 2 GE5!6A BUl!DER 5.11 F1GL0 VERIFY DIMENSIONS, 3. USIF !iIRRE 500-EP EPDXY APHESIVE ANLY.OR SYSTEM OR APPROVED EQUAL, USE PERCUSSION DRILL TO LORE HOLES FOR OOWEL5 PER EPDXY MANUFACTURER. 00 NOT OPMA FF EXISTING RE'INFORCWG IN THE WALL AND FOOrPHG SV.S. ALTERNATE HORIZONTAL DOWELS WIffi EXISTING RETFORCMG G1 FOR 9' SPACUV,F 4. DES!6N- RJ!LOC'R SHALL FIELD VERIFY !OLATIONS OF EXISTING REINFORCING 0 5. LAP 03 WITH THE EA15TINO HORIZONTAL REINFORCi.VG (2' -0 MINIMUM LAP SPLICE) _ AT THE ENO OF THE TAPER BARRIER$ NEXT TO THE EXISTING 6ANUE95. 'I E SEE DRAWINGS 51W?-O 21 THROUGH 5.4P0 -25 FOR SIGN 5RIPGE 5TRJCTURAL PETA25. 'I 7. SEE ORAWi16 SNV -0 -15 FOR ANCHOR BOLT DETAILS. 0. .5EE SECRON F !SASE MOUNTED ON SHAFT) ON ORAWMG 5NO-0 -22 FOR RASE PLAFF DETAU5. I ,! NB I ! I 1 I I (i -EX5T. RETAIRLSO WALL 0 12- ON A5 RECOM.NENPE, MFR- (TYP.) x5 0 IE' EPDXY DOWELS, NDTE 3 EXSY. REWE IQ TO FEPAIN, NOTE 6 END 'L \ AND PL M SURFACE OF t %5Y. \11 CARD O FULL w AMPLITUDE ( 5, AND HT AN RFAC ! NOTE 2 DEMOLISH EXS. SARR(ER AS INDICATED W H 5HAPE0 AREA ON' SECTIONS AND PLAN FOR 'HE LENGTH MAYCH!NG A'E'N BARR!£R SECTIONS, (TYP.) SEE .VOTE 1 Cj ECIFION ( /{ \ NOTE53EPDXY GCWELS SECTION N�4 P -01'y M GUENTHER CtlXTUCi PACKAGE: %62� RFC -SB RETAINMG WALL 7 1.40 Corridor Dre r- Butiders hr °) t RELEASED FOR CONSTRUCTION 1 -NB I FACE OF EXUMTNG WALL (TYP) -�I 5ECrION c ND -0 19 '408 SND- -21 I -8 Tp SR 189 Stab STAGE 2 - WIDENING laporbtlon AND SR 515 INTERCHANGE -FQ co I (nr) SEE 40iG 7- — w x5 s !z' 1 �� P ffi5 / O OrrIONAL CONE py JOINr WT RGUrH xFV l T °P) Y5URFAC `{ OT 1 a X6r, T. F YG H F5 W 12 !ZTJ JJJ (nP) NPr£s °RESERVE ALL EXISTING gmFORCINC PRO!'2L'OING F30M FACES OF 'X6' r R£TMNING WALL. 2 GE5!6A BUl!DER 5.11 F1GL0 VERIFY DIMENSIONS, 3. USIF !iIRRE 500-EP EPDXY APHESIVE ANLY.OR SYSTEM OR APPROVED EQUAL, USE PERCUSSION DRILL TO LORE HOLES FOR OOWEL5 PER EPDXY MANUFACTURER. 00 NOT OPMA FF EXISTING RE'INFORCWG IN THE WALL AND FOOrPHG SV.S. ALTERNATE HORIZONTAL DOWELS WIffi EXISTING RETFORCMG G1 FOR 9' SPACUV,F 4. DES!6N- RJ!LOC'R SHALL FIELD VERIFY !OLATIONS OF EXISTING REINFORCING 0 5. LAP 03 WITH THE EA15TINO HORIZONTAL REINFORCi.VG (2' -0 MINIMUM LAP SPLICE) _ AT THE ENO OF THE TAPER BARRIER$ NEXT TO THE EXISTING 6ANUE95. 'I E SEE DRAWINGS 51W?-O 21 THROUGH 5.4P0 -25 FOR SIGN 5RIPGE 5TRJCTURAL PETA25. 'I 7. SEE ORAWi16 SNV -0 -15 FOR ANCHOR BOLT DETAILS. 0. .5EE SECRON F !SASE MOUNTED ON SHAFT) ON ORAWMG 5NO-0 -22 FOR RASE PLAFF DETAU5. I ,! NB I ! I 1 I I (i -EX5T. RETAIRLSO WALL 0 12- ON A5 RECOM.NENPE, MFR- (TYP.) x5 0 IE' EPDXY DOWELS, NDTE 3 EXSY. REWE IQ TO FEPAIN, NOTE 6 END 'L \ AND PL M SURFACE OF t %5Y. \11 CARD O FULL w AMPLITUDE ( 5, AND HT AN RFAC ! NOTE 2 DEMOLISH EXS. SARR(ER AS INDICATED W H 5HAPE0 AREA ON' SECTIONS AND PLAN FOR 'HE LENGTH MAYCH!NG A'E'N BARR!£R SECTIONS, (TYP.) SEE .VOTE 1 Cj ECIFION ( /{ \ NOTE53EPDXY GCWELS SECTION N�4 P -01'y M GUENTHER CtlXTUCi PACKAGE: %62� RFC -SB RETAINMG WALL 7 1.40 Corridor Dre r- Butiders hr °) t RELEASED FOR CONSTRUCTION 1 -NB I FACE OF EXUMTNG WALL (TYP) -�I 5ECrION c ND -0 19 '408 SND- -21 I -8 Tp SR 189 Stab STAGE 2 - WIDENING laporbtlon AND SR 515 INTERCHANGE -FQ co I °z POiT SPAN LEN6 FORT , Q BOLTED _ (SEE 5H7 5ND403 - SNO G G6) L BOLTED SPLICE X1 BOLTED SPLICE 12 Q BOLTER SPLICE P2 "LID 11 ALL RESYRA NL 5 aYD BEE ')E. PIL L 'AN ! 9 °2D OI FOR D..TRv.S �� SPAN Y RE YAnIULAR < ' :�. U f .NAX. CAMBER 0 4 SPAN/ i MAX. t�N q (OFF TABLE) MMNTE.NAN(.f WALKW. {y (TyF,) SEE AID PUN G- SS.W.00 wl DrlH!5 (NOTE PLATFORM PERU BASE _ B ALL ACCESS MONS, 2LEV. IT ^R'X "B` RETANGL'LAR TUBE ("1 00,N LEGS) ERECT POST VERTICAL ♦P IL 6 4 BEAM (TYP BOTH LPCi5) FOR FOUNDATION, AT MEDIAN FEE ZHE£T 5060 -17 & SND -O -16 I-6 a HAND HOLE ..Lr 0 'ME WFV E LGLdTfDN ** W"" Owl? cH nvIPL.E 0 h m '.... A '... 9 YME IBS REOUIRED)R R TI CONDUIT LOCATIONS. PRIOR TO SYOAr,oN 3C ( YPE SI Ma) ' VIBRATION PAMPER EQUAL S5 BS APPR6 BY EWANPER.17E WONT R. ON NC FIELp WELDING 5 DRIP, BACK OF BEAM OPFOSRE TRAFFIC TRAFFIC ' 5 .E PERMITTED. gfiSE P RECi 05Y5 9EY A ELEY. MONOTUBE 516N BRIDGE E-FOR FOUNDATION SEE 5HT END, IS 6 ICGO -:S STRUCTURE ELEVATION R DESIGN BUILDER TO VERIFY NIPPLE h m '.... A '... 9 LOCATION TO MATCH VMS 5160 R TI CONDUIT LOCATIONS. PRIOR TO Ya 5EE DETAIL SIGN STRUCTURE FABRICATION. S5 BS 1 L4 11m NC FIELp WELDING 5 DRIP, SEE DEYgt "B 5 .E PERMITTED. 0- 2 P RECi 05Y5 9EY A P' YT I al i" YRANSVERSE •'N'HANI HOLE IS ONLY REOUIRED 2 - -- L1` TO 4 ROWY, FROM YFRitL'A:. ''T� IF HIPPIE LOCATION IS GREATER jam— j��'+ AT fL BEAM. THAN P6" FROM ANOTHER HAND jj'�f V, -- r-j P05T HOLE IDLATIO.4. 1V, _ 9ETA.4GULflR TL SIGN (5EE SHY HAND -Q BEAM GENERAL NOTES L ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REWUWRIAFHTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANOAKO SPECIFICA710N5 FOR ROAD, BRIDGE A.ND ML'NICPAL CONSTRUCTION (ENGLISH] DATED 2006 AND AMENDMENTS AND SPECIAL PRWi510N5 FOR THE PROJECP. 2. ALL BUTT JOINT, WE'LD'S SHALL BE FUEL PENETRATION GROOVE WELDS WITH BATWUP PIATCS OF I MIN. TIIICKNE55 3, THE MACK UP PATES FOR AL FULL PENETRATION WELDS SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIFCFS. THIS CAN BE DONE BY EITHER A C'ONTINUOU5 FILLET WELD 0.V THE BACK SIDE OF THE PIECF, OR BY P. CONTINUOUS WELD IN THE ROOT OF THE FULL PENETRATION WELL. 4. ALL COLTS. POPE AND RELATED MARDWARE SHALL BE GALVANIZER AFTER FABRICATION PER AP.5HT0 M 232. 5, STEEL SURFACES SHALL BE GALVAMZED AFTER FABRICATION IN ALC'ORSANCE WITH AA5HT0 M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED M ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. SIGN PANFLS AS SHOWN IN THE CONTRACT rLAN9 SHALL BE HUTq LED WITH THE Z. S. RUCTU'RE OR IMMEDIATELY AFTER THE 516.4 STRUCTURE IS ERECTED. 7, FABRICATE BEAM TO PROVIDE 6M001E PARABOLIC CAMBER CURVE. SEE CAMBER DiAERAM. DO NOT &HIM AT BOLTED SPUCES, B. FABRICATE TO'S'S CTRAIGHT. 9. MATERIALS SPEECIFICATIO.NS ALL STRUCTURAL STEEL ASTM AB72 GR. 50 BR AS FM A 506 ANCHOR RO0E ASTM F 15Y 6R. 105 HANDHOL£ COVER SCREWS ASTM F 59R 19.1 SPICE COLTS AASMTO MIN 516N BRACKET BOLTS ASTM ASR) MOUNTING BFAM BOLTS AASHTO M164 LOVER PLATES ASTM A36 ANCHOR PLATE, A709 HP670W 10. BASE ELEVAT @NS AND P05T Fc GYTS SHOWN ARC APPROXIMATE. THE DE616N- 5UILDER SHALL FIELD MEASURE ANCHOR B0.' COCA *IONS, ELEVATIONS N51 AND ALL STEEL STRUC JRF JIMEON5 PRIOR TO THE FABRICATON OF THE STRVY,TJRAL STEEL AND NOTIFY THE ENGINEER OF ANY 015CREPANOE5. FINAL VALUES WILL BE FURNISHED gY THE 1NtlM1FF9 PRIOR TO FABRISARON, 1L SEE MONOTUB_ SIGN STRUCTURE DETAILS 2 0. ' AND (3 OF _) ION 60N'DUIT PEN TRA IONS AND HAND POLES. REFER -0 ELECTRICAL PLANS FOR INTERNAL ROU XG OF CONDUCTORS CONDUIT CONOJC.ORS SHALL .40T BE AFFACHED TO THE OUT 10c OF THE SLOW STRUCTURE. ISOU'ION SWITCH SMALL BC LOCATED NEAR THE SHOULDER OF ROADWAY ON THE SAME SLOE OF THE BEAM AS THE SONS. 5EE .4EMA 3R TERMINAL CABINET DE'YAIL ON SHFET GNP-0-22. 12. P05T5. BASE PLATES. BUMS AND SPLICE PLATES ARE ,MAIN LOAD CARRYING TENSUC MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND Sirnt MEET THE LONGITUDINAL CHARPY V -NOTCH PEEPS AS DESCR!BEO IN SECTION 6 -032 FOR AASITYO M TWO MATE.¢IAL, NON -0ESTRUCTIVE TEST ACCEPTAN.`,E CRITERIA TO CONFORM TO TENSILE MEMOERS WITH CYCLIC f0AR 1.5, THE 515N STRUCTURE DESIGN AND ANALYSIS HAS BEEN DONE IN ACCORDANCE WITH AASHTO 5TANDARD SPECIFICATIONS FOR STRUCroTAL SUPPORTS FOR H) HWAY SONS. LUMINAIRES AND TRAFFIC 51GW L5 FOURTH H COL ON PAT ED 2001 AND INTERIMS OPTEO 2006, 90 MPH BASK WIND SPEED AND SV YEAR DESIGN UPS WERE ASSUMED THE STRUCTURE CONFORMS TO FATIGUE DE51GN CATEGORY 1. M. MAXIMUM bUCI AREA FOR CANT. 5100 STRUCTURE 15 252 SF EXCEPT FOR CANTLFVF.R SIGN C -3 WHICH 10 293 5F MAXIMUM SIGN AREA FOR 516N BRIDGES IS 600 IF EXCEPT FOR 516.4 BRIDGES 55 1 AND 5P-2 WHICH D 950 SE 15. FOR MONOTJBE SIGN BRIDGES T4 & T5 AT 5PLICE AI WILL BE 2' & %` RECPEC IVELY. 16. FOR SIGN BRIDGE POSTS MOUNTED 00 BARRIER, SEE SNP-0-22 FOR SASE PLATE DETAIL, 17 SEE INV 0- -15 FOR ANCHOR BOLT DIAMETER. m �u SPLICE PLM1 TES NOKMAL TO BFAM PARR 0. CURVE RETAHG JLAR 108E - -- .n < -_ -_ i gnpq�LAMBER 095 CHAMBER a MDSE XORIZONTAL — ` Ill. T tT + NoRlzoNrA 5EE D. AI' Iti� -FOR hOLN✓P'lON 'u PAN LENGTH 5 )a 111 2 5EE -..r PLO O 15 L 7 & CND-O-1. ft POST _ SPAN LENGTH- `9 CANTILEVER SIGN STRUCTURE ELEVATION MIGN MANAGER: J. MUMN R GGENMER CANTILEVER BEAM CAMBER DIAGRAM MONOTUBE BEAM CAMBER DIAGRAM Nalli n/2 fAn- .`.�L -en Ntte lS h. Sss MYCK h m '.... A '... 9 R TI (3 Ya i 51 52 59 .A S5 BS 1 L4 11m �eyy+y„ L -1 16 1Y 1D" YZ 5'C P' YT C 5 4 5 a a e 6A D Y IS z-0° PO V, M z 1V, Do __- F 5 + 4 Sr Bm u � aro BF, ° PO' 20 TA' PUB' BUN IN 2a2' Yd e a 6 5 4 4 O-0" Y-0' AY 3VT 511 I@ r9 P4 9B' Y8' 2V2 2YI' >v'q' 6 - 5 - A 4 .' 6(} M'D Wd4 .f601n WN"'.. S 50-z rs z�' ro Yb S+B 2Y2' 1Y6' _ .Yi° 6 5 - a 4 HO N'O U 19'0' Ri-0 bG9C 5' .9Si 9+Sy ss.t� 5.1BY rc .zr +z,r , yr sv za4- zva" BIa� 6____ s _ b a ': sr.r 9b'mu0 _.;.90 n'. B9-0 jBan 5MV f8 C9 R0 "'. V2 ,Y/B''i2VY' 2V6" ya• .' C 1 _ p a 4 ''.. 60" 9 -1I Ii IO'l 3Y0 '; SLa•. S65 W �r.S` [.I OF 3B'... I.1, 1a9` Ya" .� 90.140 RV'L°.:90 GENERAL NOTES L ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REWUWRIAFHTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANOAKO SPECIFICA710N5 FOR ROAD, BRIDGE A.ND ML'NICPAL CONSTRUCTION (ENGLISH] DATED 2006 AND AMENDMENTS AND SPECIAL PRWi510N5 FOR THE PROJECP. 2. ALL BUTT JOINT, WE'LD'S SHALL BE FUEL PENETRATION GROOVE WELDS WITH BATWUP PIATCS OF I MIN. TIIICKNE55 3, THE MACK UP PATES FOR AL FULL PENETRATION WELDS SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIFCFS. THIS CAN BE DONE BY EITHER A C'ONTINUOU5 FILLET WELD 0.V THE BACK SIDE OF THE PIECF, OR BY P. CONTINUOUS WELD IN THE ROOT OF THE FULL PENETRATION WELL. 4. ALL COLTS. POPE AND RELATED MARDWARE SHALL BE GALVANIZER AFTER FABRICATION PER AP.5HT0 M 232. 5, STEEL SURFACES SHALL BE GALVAMZED AFTER FABRICATION IN ALC'ORSANCE WITH AA5HT0 M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED M ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. SIGN PANFLS AS SHOWN IN THE CONTRACT rLAN9 SHALL BE HUTq LED WITH THE Z. S. RUCTU'RE OR IMMEDIATELY AFTER THE 516.4 STRUCTURE IS ERECTED. 7, FABRICATE BEAM TO PROVIDE 6M001E PARABOLIC CAMBER CURVE. SEE CAMBER DiAERAM. DO NOT &HIM AT BOLTED SPUCES, B. FABRICATE TO'S'S CTRAIGHT. 9. MATERIALS SPEECIFICATIO.NS ALL STRUCTURAL STEEL ASTM AB72 GR. 50 BR AS FM A 506 ANCHOR RO0E ASTM F 15Y 6R. 105 HANDHOL£ COVER SCREWS ASTM F 59R 19.1 SPICE COLTS AASMTO MIN 516N BRACKET BOLTS ASTM ASR) MOUNTING BFAM BOLTS AASHTO M164 LOVER PLATES ASTM A36 ANCHOR PLATE, A709 HP670W 10. BASE ELEVAT @NS AND P05T Fc GYTS SHOWN ARC APPROXIMATE. THE DE616N- 5UILDER SHALL FIELD MEASURE ANCHOR B0.' COCA *IONS, ELEVATIONS N51 AND ALL STEEL STRUC JRF JIMEON5 PRIOR TO THE FABRICATON OF THE STRVY,TJRAL STEEL AND NOTIFY THE ENGINEER OF ANY 015CREPANOE5. FINAL VALUES WILL BE FURNISHED gY THE 1NtlM1FF9 PRIOR TO FABRISARON, 1L SEE MONOTUB_ SIGN STRUCTURE DETAILS 2 0. ' AND (3 OF _) ION 60N'DUIT PEN TRA IONS AND HAND POLES. REFER -0 ELECTRICAL PLANS FOR INTERNAL ROU XG OF CONDUCTORS CONDUIT CONOJC.ORS SHALL .40T BE AFFACHED TO THE OUT 10c OF THE SLOW STRUCTURE. ISOU'ION SWITCH SMALL BC LOCATED NEAR THE SHOULDER OF ROADWAY ON THE SAME SLOE OF THE BEAM AS THE SONS. 5EE .4EMA 3R TERMINAL CABINET DE'YAIL ON SHFET GNP-0-22. 12. P05T5. BASE PLATES. BUMS AND SPLICE PLATES ARE ,MAIN LOAD CARRYING TENSUC MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND Sirnt MEET THE LONGITUDINAL CHARPY V -NOTCH PEEPS AS DESCR!BEO IN SECTION 6 -032 FOR AASITYO M TWO MATE.¢IAL, NON -0ESTRUCTIVE TEST ACCEPTAN.`,E CRITERIA TO CONFORM TO TENSILE MEMOERS WITH CYCLIC f0AR 1.5, THE 515N STRUCTURE DESIGN AND ANALYSIS HAS BEEN DONE IN ACCORDANCE WITH AASHTO 5TANDARD SPECIFICATIONS FOR STRUCroTAL SUPPORTS FOR H) HWAY SONS. LUMINAIRES AND TRAFFIC 51GW L5 FOURTH H COL ON PAT ED 2001 AND INTERIMS OPTEO 2006, 90 MPH BASK WIND SPEED AND SV YEAR DESIGN UPS WERE ASSUMED THE STRUCTURE CONFORMS TO FATIGUE DE51GN CATEGORY 1. M. MAXIMUM bUCI AREA FOR CANT. 5100 STRUCTURE 15 252 SF EXCEPT FOR CANTLFVF.R SIGN C -3 WHICH 10 293 5F MAXIMUM SIGN AREA FOR 516N BRIDGES IS 600 IF EXCEPT FOR 516.4 BRIDGES 55 1 AND 5P-2 WHICH D 950 SE 15. FOR MONOTJBE SIGN BRIDGES T4 & T5 AT 5PLICE AI WILL BE 2' & %` RECPEC IVELY. 16. FOR SIGN BRIDGE POSTS MOUNTED 00 BARRIER, SEE SNP-0-22 FOR SASE PLATE DETAIL, 17 SEE INV 0- -15 FOR ANCHOR BOLT DIAMETER. m �u SPLICE PLM1 TES NOKMAL TO BFAM PARR 0. CURVE RETAHG JLAR 108E - -- .n < -_ -_ i gnpq�LAMBER 095 CHAMBER a MDSE XORIZONTAL — ` Ill. T tT + NoRlzoNrA 5EE D. AI' Iti� -FOR hOLN✓P'lON 'u PAN LENGTH 5 )a 111 2 5EE -..r PLO O 15 L 7 & CND-O-1. ft POST _ SPAN LENGTH- `9 CANTILEVER SIGN STRUCTURE ELEVATION MIGN MANAGER: J. MUMN R GGENMER CANTILEVER BEAM CAMBER DIAGRAM MONOTUBE BEAM CAMBER DIAGRAM T�I1�T� y4 1 i F 5 X "_1 •A• 'v_•• Ws MAX I M, - ANCHOR DIA. HOLE FOR "D^ R 2 &" x 2]° x "F" J ANCHnR ROD ('YP) O Q V V 0 O 0 �{- -� WASH" FOR S e I I `PFAU x w � q 'PACER SPACER (TYP) - - - -- -- } I W x !" DRAM 2 / SLOT (TYP.) 1 SLOT I (rrP.) I 0 I \ "M' FOR CANTILEVER DION !"Hr ` f V � �TERMINAL M, - ANCHOR DIA. HOLE FOR "D^ R 2 &" x 2]° x "F" J ANCHnR ROD ('YP) O O 0 �{- -� WASH" FOR 00 - `PFAU M, - ANCHOR DIA. HOLE FOR "D^ R 2 &" x 2]° x "F" J ANCHnR ROD ('YP) O "D4 a" DIA, HOLE (r. r) ' SECTION (BASE MOUNTED IT SECTION BASE PLATE MOUNTED(i) ON SHAFT) ���� FOR INFORMATION ON BARRIER) — uor SHOWN, SEE NOT S C II CRUSHING ePOZT DETAIL I D > 0a} �{- -� WASH" FOR u - `PFAU x WITH 5'RADME AT CORNERS (TYF.) q 'PACER SPACER (TYP) - - - -- -- } I W x !" DRAM 2 / SLOT (TYP.) 1 y "D4 a" DIA, HOLE (r. r) ' SECTION (BASE MOUNTED IT SECTION BASE PLATE MOUNTED(i) ON SHAFT) ���� FOR INFORMATION ON BARRIER) — uor SHOWN, SEE NOT S C II CRUSHING ePOZT DETAIL I BACKCR R SPAN D > 0a} �{- -� WASH" FOR �9" SOVARE HOLE CENTERED 'HELL STIFFENERS - `PFAU x WITH 5'RADME AT CORNERS (TYF.) q 'PACER SPACER (TYP) - - - -- -- } ✓; R Mi 6 CT ® MOST PA55 100% / A,, I 100% \ "M' FOR CANTILEVER DION !"Hr L � �TERMINAL i nP OR FOR MONDTUBE SIGN BRIDGE a - znFFENERe s§ DETAIL _ 1 * IF NO OTHER HAND HOLE IS NO HM f -fF OF C.MNNET _ I I \ \ 9DiiOk FLANGE ONLY IED RY ENTERED RY COVER R a eTATe..... POST BASE DETAIL 3N` NL > NO. ISSUE BATE IME RECORD - DESCRIPTION 1-406 J.MUMN J. GUMPX 10 wMX 13 TO SR 169 SND -0627 Y calam XE"RED WX9H1 RFIYNs 1 MEMO REVISED ANBX➢R sours "loin DUExmRR 4 MmIRIC M6MRED MR D➢N6TRU[:1WX .39 �- A 12H.. — E.M. D .8R BACKCR R SPAN D F �{- -� WASH" FOR �9" SOVARE HOLE CENTERED 'HELL STIFFENERS CLIP 94" vrIF15NFP / I PLAYFS N RAAIUS (TYP.)-1 �- OPrIONAL %° OfA, DRAM HOLD BOTTOM FLANCaE ONLY SECTION F DIAGONAL 5TIFFEN_ .NOF SHOWN. RING (R N) h" THICK x %. .NEOPRENE GASKET DETAIL �n� SHOO 21 POD CANTILEVER STRUCTURES `ONLY. w CAP SCRFWS A5TM F593 - TAP REINFORCEMENT SINS WITH B iOTAL EQUAL! .Y SPACED AROUND COVER R i l BEAM ----------------- 836 K I \ a tl i. Q EN HAND HOLE CENTERED AINS NEMA ` YERMM1hL AB!NEtX PCST -�,� -= ST)FFENERR I I i SEE DETAIL �_ STIFFENER R ib r 'T , ( i� MAX _ f -4 (H, x 1 O`('N) x H "(0J (GRIND EDGES TO F I) p: )< \, 5. MHLE55 STEEL NEMA ,y l 132 TERMINAL CABINEr m I o !' I L ivy � I QUO 'STIFFENER If # \ Z'DIA. TAPPED HOIE $ ` W1 THREADED NIPPLE -.� -ir - STIFFENER 2 Ne '}%�,(j/ \;j�� ''���D/,�'I(��\\ VIA, DRAIN HOLE END BLSNLFG (tYx. ' / \ -ib "e x IK° BOLT 6 -, T1 f PGST �{- -� WASH" FOR �9" SOVARE HOLE CENTERED 'HELL STIFFENERS - `PFAU WITH 5'RADME AT CORNERS (TYF.) 'PACER SPACER (TYP) - - - -- -- } R Mi 6 CT ® MOST PA55 100% / MON01 UAE I 100% \ "M' FOR CANTILEVER DION !"Hr L � u i nP OR FOR MONDTUBE SIGN BRIDGE a - znFFENERe s§ DETAIL _ 1 * IF NO OTHER HAND HOLE IS NO HM f -fF OF C.MNNET SNP -021 F DIA. DRAIN HOLE 9DiiOk FLANGE ONLY IED RY ENTERED RY COVER R a CLIP 94" vrIF15NFP / I PLAYFS N RAAIUS (TYP.)-1 �- OPrIONAL %° OfA, DRAM HOLD BOTTOM FLANCaE ONLY SECTION F DIAGONAL 5TIFFEN_ .NOF SHOWN. RING (R N) h" THICK x %. .NEOPRENE GASKET DETAIL �n� SHOO 21 POD CANTILEVER STRUCTURES `ONLY. w CAP SCRFWS A5TM F593 - TAP REINFORCEMENT SINS WITH B iOTAL EQUAL! .Y SPACED AROUND COVER R i l BEAM ----------------- 836 K I \ a tl i. Q EN HAND HOLE CENTERED AINS NEMA ` YERMM1hL AB!NEtX PCST -�,� -= ST)FFENERR I I i SEE DETAIL �_ STIFFENER R ib r 'T , ( i� MAX _ f -4 (H, x 1 O`('N) x H "(0J (GRIND EDGES TO F I) p: )< \, 5. MHLE55 STEEL NEMA ,y l 132 TERMINAL CABINEr m I o !' I L ivy � I QUO 'STIFFENER If # \ Z'DIA. TAPPED HOIE $ ` W1 THREADED NIPPLE -.� -ir - STIFFENER 2 Ne '}%�,(j/ \;j�� ''���D/,�'I(��\\ VIA, DRAIN HOLE END BLSNLFG (tYx. ' / \ -ib "e x IK° BOLT 6 -, T1 BASE 2 �{- -� WASH" FOR - `PFAU 'PACER SPACER (TYP) - - - -- -- R Mi 6 CT ® MOST PA55 100% / MON01 UAE COVER PASS 100% \ "M' FOR CANTILEVER DION !"Hr L � nP OR FOR MONDTUBE SIGN BRIDGE NEMA 3R TERMINAL CABINET DETAIL - znFFENERe s§ DETAIL _ * IF NO OTHER HAND HOLE IS NO HM f -fF OF C.MNNET SNP -021 IED RY ENTERED RY CHECKED BY BERERN eTATe..... NL x�..euerT Adw 1-406 J.MUMN J. GUMPX 10 wMX 13 TO SR 169 SND -0627 DEalax AXAR c. xexoER DUExmRR T LEAD: aw STAGE 2 - WIDENING AM, D.H.M. eo P.GuEXmm r.DUENTHER WXIRAa wD. L e° Washington State AND SR 615 INTERCHANGE ANA, U.Nowas80X N.eu" MDXAGE: Department of Transportation AMX D.HMDEREDN J.REINCNEID 7 224 MONOTUBE SIGN STRUCTURE {�2.3 O e' ¢ s x I^ 4 DOLreD 4 9 . n" HAND HOLE SPLICE HAND HOLE * OMIT SPLICE VOIT5 AT 15 I_FJ CANTILEVER 'RAN A'RNN20 -d' R O 'T4" SPLICE $1 .NOT TFC UP! ICF INNER GET OF DOIT5 AT - 'T4" SPLICE 52� 6pLTED SPLCE 12 TOR SIGN _ BR @GE AND CANTILEVER SPAN `\ 20 0 TO 30' -0" EXCEPT AS D HERWISF NOTED _I" P SPLICE DOLT (r D'U R �I A MAX. r OFF., L T "5' SPLICE YI ". 5' ^LKE Y2 DETAIL H #'a .HOLE AT DOT. OF IDBE (TYP) DETAIL (a— 5A'R0 -21 SECTION THIRD REAM `'1 xx 26 1 W a SPLICE BOLT FOR BOLTED SPLICE 12 5HOWN. CANTILEVER " T LEVER SPAN 2C' -0O .4p1TE0 ''PUCE 11 SIMILAR. 30' -O' EYCEPT AE OrlIGH05E NOTED RING Ve" REINFORCEMENT RING i A" COVER PLATE— z 4• r DOLT W" THICK x No' NEOPRENE HAND HOLE GASKET (TYP) EXCEPT AT DOT. OF BEAM -� EQUALLY SPACED AROUND HANG DH S SCREWv FOR G'x 11" HAND HOLE. 4 SCREW3 FOR ®'6 HAND HOLE. VIEW iJ 5' x N" HAND HOLE SHOWN Sa HAND HOLE SIMILAR EXCUr'! A0 NOTED, SECTION K J."NAN DESIGN TASK LEAD: P GUEKMER PACKAGE: RFC -3B 1440 Gorr'0Ar De igi1- Builders _ i X /C% Ir, SDUAGH NOLE CllrPREl YHRU RELEASE `OR CONSTRUCTION SPLICE PLM1 E tWi TH 9" RADIUS (rYP) EXCE11 CANTILEVER SPAN 20' O" TO TO 30' -IX ` 30 0 i wG o _o I a I LEE 5" 5QUARE HOLE V MAX. EMF. (rye.) L 6 x 9 DOCKING HEX NUT W/ NYLON INSERT WA5HCR /TYP.J HEX .YUT K b z•a No SECTION M £T SPACES CLIP SPLICE .S AT 9AP105 (TYP.) ° _ _ 51 SPACES F s 2 ib" FOR LANPLEVER SPAN zo' -a' ro SECTION O RFORTCANTI CORNER VER SPAN L 66 THAN 20' -D° Yu" x Ye" SLOYYE ® (VERTICAL) F I MOUNTING BEAM N q H»" x i" SLOTTED HOLE IN CHANNEL (TYP) ATTACHMENT BRACKE7 DETAIL PAINT ENTIRE ATTACHMENT ORAC.CET TO MATCH EXISTING 61'RUCTIG E EXCEPT FOR NOUNTINC SEAM. SIGN. UC+HI. REAM LENGTHS. SIZE AND SPACING SHALL BE DETERMINED FROM THE $TV, PLAN 0-90.2C -00. VAKIA61E MESSAGE 5IGN5 §HALL HAVE MOUNTING BEAMS A 3'- 0".MAXWOU.. a e BK x 0' -0 (TIP,) 3 It O'-A S ATTACHMENT SECTION rL 1406 1.6 TO SR 169 STAGE 2 -WIDENING AND SR 516 INTERCHANGE �g ! f TYPJ �frrTT� V e1L 5U'PPOR7 2 I J ¢ SUPPORT 1 PLAN SM -1 -1 4" x PIPE VSRY. (TYP) , IS 1 PIPE CAP (STEEL) TOP d OCT. C EP.. END (TYP) TOP ARM (TYP.) 01 v SUPPORT s SUPPORT z i -- — PLAN FSUPPORYY TOP M1RU I I ¢ SUPPORT 2 I '>_ SUPPORT i PLAN) EM-bE .91r—,N LAYOUT BRAC %EY 2 �LEYEL (TYP.) � DRACKEI f VIEW SIGN 'W/ 2 SUPPORTS 13RI06F MQUNFFIJ 41rN SRACKFr NOTFS J. ALL MAYFKiA15 AND WORKMANSHIP SHALL 6E IN AC ORDANCF WITH KEQUIR£MENTS OF THE 'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CON5TRUCTIO.V DATED 2006. ANN AMENDMENTS. 2. THE DRUDGE MOUNTED SIGN 5RACKE7 HAS SEEN DESIGNED IN ACCORDANCE VAYH YHr. KEQUMEMENT'v OF .HE AASHTG SYANDARO SPECIFICATIONS FOR STRUCTURAL 5UPPOIT5 FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC S:&NALS, FOURTH EDITION - 2001 ADD INTERIMS TY.ROU6H 2006, 3. MATERIAL SPECIFICATIONS: PLATES AND EARS ASYM A56 PI-FS ASTM A59. GRACE 5 GR ASYM AN= GRADE 0 BOLTS, NUTS d WASHER5 ASTM A307 (UNLESS OTHERWISE NOTED) U- EOLTS, HUMS AND WASHERS ASTM F593 AND A5TM F554, TYPE 304 ANCHOR BOLTS (ALL THREAD) A5TM F593 CROUP I CW2 WITH NUT '594 YY °E 50A AND WASHE95 (ANSI E 10.221) OR A5TM AIDS SPACE 57 WITH NUT AASITYO M201 GRADE CH RESIN SONDES ANCH095 SEE STD. SPUCfFICATION AND SPECIAL PROVISIONS 5E0, 9-25.1 4. ALL NON- STA.NLE55 STEEL PARTS SHALL EE GMVANELCP IN ACCORDANCE WITH AA5HT0 MIH AFTER FACRiCATION EOL`5 ADD HP..ED"WARE SHALL BE GA.VANIZEP IN ACCORDANCF WITH AASHTO M232. 5. SIZE OF FILLET WEL05 SHALL HE 1/4" MINIMUM EXCEPT WHERE NOTED, E. DIMCNINON5 ARE CASED ON AVAILABLE EXISYINv SRICGE PLANS AND SHALL DE FIELD MEASURED PRIOR TO FADRiCATION OF BRACKET ARMS. 7. BM -0= WILL BE MOUNTED ON F.XI.STING 5OUTH001ND 1-405 DRUDGE OVER TALSOY R2 S. OM-2-1 A BM -2 -2 WU.I. OF MOUNTED ON EXiSYINO RENTON' AVE. 5. BRIOGE SEE SIGMNG PLANS FOR LOCATION, VIEW Y SIGN W/ 5 SUPPORT5 IN PE AP TOP A BOY. END (Tyr) i TOP ARM _ R 1° E 3.'4" A 9116 SEE OEi1 H SNOVO fi =CTION �\ i -! 9NT0-21 U -BOLTS WIHEX 45 A WASHERS TOP 6 501`10M 1LIPPORT ARM - OErarL E X 1 "RI I sm Ua4Ewow MP ARM LENGTIS' PPE SL L H All A2' A3 4'0S1R. 85 d _ _ 6 -i t" 4'41Sm. 195 _f�P" 15 4' @tf0° Y -i M1° _x_992' nNAC£IENGi11° f NI9EVFR LENGTIS C C N & U3 E F P t9'-4 66 BE 59' 90.1 iPSl1d T -1012" 5.3 Vl' Sb /B' V 4' -9U 11Y 98 • FIEID VEF;FY PRIOR TO FAO97CAT19N M# CANTLLSVFR LENCTHS'F' d "P' A0.14'5.'EG TO FRIG FIT 51CN 5RACKET TO BRIDGE MM. -B°. MAX. =1' -3". �rrv.l� - -v y SAJOLE (rYP)- I: P ^R' i ro 1 HOIE ("F) I 1 m Teo ARM...... — 1 -302 WTHEX rs d WASHERS 131:5 3" S!OTTrV HOLE DErAQ F P. QUEXIRER CgtIrAl.Ti PAOEACE: 7624 SECTION 1 Z-) SNO -0-24 8M - 2-2 5if0'NN; @M -SI SIMILAR SLOPE YARIES, CONTRACTOR 5HALL HELP MEASURE. EXISI. LONL. BARRIER �. TOP. ARM LENGTH � I I APPLY EPDXY MORTAR j TO 5GRFACE FOR UNIFORM OEARMO / !I HOLE 'IT CLIP SIZE (TYP., WIVE 15/10, e ILE FOR BRACE i, 114 "R DETAIL A AMA 1.405 SN"46 MYIS TO SR 169 Washington Seto STAGE 2 - WIDENING Department of Transportation AND SR 516 INTERCHANGE BRIDGE MOUNTED I N BRACKET G,?3 DETAILS (2 OF 3) �f N 2 E' /15 EACH ENO W1516" a FIN ', ALT, HAND THREAD FOR kOIX - PKOV90E LOCKNUT 9 ONE ENO ANVIL INYER.NAYIOhOL PIG, Z99 U2E 2 1/2" OR APPROVED EWIIAL BRACE DETAIL SNP -0 2 § vUPPORT t.�.� 1/2 YO (TYP.) I RPIWN ITONPEA AACHM SEE ".PESIN OC.NOEV ANCHOR DETNL" TIn5 51.EI_'r 11 1111 �' c l u ll l l'� II : Iil IIII II I � III IIII I ,11111 hI 7 .IIII II I 111111 II 11111 1111111III I III' (IIII 1111111 111111 II Iillll 111111 ' II II II II II I II nl�.i nII�I CSI nlii , 1 1111.11 ', IIII 1111111 �i ii ` E.CSTING GAMER ANCHORAGE IN FRACTURE FIN AREA NOTE: TYPICAL AT EACH SUPPORT G9P OFF FRACTURED FIN IN AREA SHOWN ........ 2 Oil ®Ed6XEx BT uiideflS .4 05 Cadt)� R9$tg�n- S uI SEE "RE51N BONDED 2 /2" THREAD ENSY H ANCHOR OETNC THIS 5HEEi I . j Il4NAGF.R: ' J € OiKPFR \ I I �IO� { _1_ RSI.S -ABED FOR GQ NSTRU /„PION � 11/2" SLOTTED HOLES (80-,. PLATE) 2 - 7JA HOLEa (101 PLATFJ TOP AND Ki /Z' x S3/H' W 2 i/2 Y A5HEK VOTTOM. N 2 E' /15 EACH ENO W1516" a FIN ', ALT, HAND THREAD FOR kOIX - PKOV90E LOCKNUT 9 ONE ENO ANVIL INYER.NAYIOhOL PIG, Z99 U2E 2 1/2" OR APPROVED EWIIAL BRACE DETAIL SNP -0 2 § vUPPORT t.�.� 1/2 YO (TYP.) I RPIWN ITONPEA AACHM SEE ".PESIN OC.NOEV ANCHOR DETNL" TIn5 51.EI_'r 11 1111 �' c l u ll l l'� II : Iil IIII II I � III IIII I ,11111 hI 7 .IIII II I 111111 II 11111 1111111III I III' (IIII 1111111 111111 II Iillll 111111 ' II II II II II I II nl�.i nII�I CSI nlii , 1 1111.11 ', IIII 1111111 �i ii ` E.CSTING GAMER ANCHORAGE IN FRACTURE FIN AREA NOTE: TYPICAL AT EACH SUPPORT G9P OFF FRACTURED FIN IN AREA SHOWN S" TAIL DE OIA -i -I A F.ELO VER Y PRIOR TO FP.ORICATION. 6 110 2 Oil ®Ed6XEx BT OF BARFic'R/ uI SEE "RE51N BONDED -1 EDGE OF GIRDER WE8 ANCHOR OETNC THIS 5HEEi T��BACK O Il4NAGF.R: J R V i...': A e® I'. I 1-465 05 ` 514'1 RE5NN `g 6ONOE9 ANCHOR) - / <` HEX NUT NJ WA5HEK S" TAIL DE OIA -i -I A F.ELO VER Y PRIOR TO FP.ORICATION. 6 110 2 Oil ®Ed6XEx BT OF BARFic'R/ uI i -1 EDGE OF GIRDER WE8 T��BACK O Il4NAGF.R: J R V i...': A e® I'. I 1-465 05 ` 514'1 RE5NN `g 6ONOE9 ANCHOR) - / <` HEX NUT NJ WA5HEK RESIN BONDED ANCHOR DETAIL FOR TOP CONNECTION TO ORIPGE RAMER 3 BOTTOM CONNECTION TO IXTERICF SAUCE WED 1'-/ \SEE DETAIL R PIPEAaHOLES OET -GAIL C Y a HOLE ] I/2' R }I I� (rrP.J pal p. I/2 DETAIL R Y G � 251 o m 7/O' 1 HOLE FOR 314' a MIT W/ NUT 6 2 WA5HER5 (AASHTO MI6WJ Lfi_c HSLI WJ HOT CH UNVEKSIVL. b 1 Ve'" VIEW P 713" 1 HOLE FOR 3/4" a DOLT W/ NUT 6 2 WASHERS (AA9HTO M164J DETAIL M IV4 "R� 15/15" eHOLE --� ✓ \Jl �' 2 3/B DETAIL N DETAIL L DETAIL ()— BOTTOM SUPPORT ARM Nom% 13 /1 ®Ed6XEx BT 1 no. 61 uI i ^'° ^ O Il4NAGF.R: J R V 1'-/ \SEE DETAIL R PIPEAaHOLES OET -GAIL C Y a HOLE ] I/2' R }I I� (rrP.J pal p. I/2 DETAIL R Y G � 251 o m 7/O' 1 HOLE FOR 314' a MIT W/ NUT 6 2 WA5HER5 (AASHTO MI6WJ Lfi_c HSLI WJ HOT CH UNVEKSIVL. b 1 Ve'" VIEW P 713" 1 HOLE FOR 3/4" a DOLT W/ NUT 6 2 WASHERS (AA9HTO M164J DETAIL M IV4 "R� 15/15" eHOLE --� ✓ \Jl �' 2 3/B DETAIL N DETAIL L DETAIL ()— BOTTOM SUPPORT ARM Nom% ®Ed6XEx BT 1 no. 61 1 CPoECXEm XT I DESIGN ^'° ^ O Il4NAGF.R: J R V i...': A e® I'. I 1-465 05 IN x 1✓'n 1.5 TO 169 DESIGN TADK t£AO: t D ® STAGE 2 - WIDENING rSND14, P.GUEMXER _ E W88'ItXQ(OX $f9$8 AND SR 515 INTERCHANGE canMe(NG PACKAGE: np4 7 6 Department of Transportation U 23410 RELBASED FOR COfEiRtKitOW .]C O. CALLAHPPo 0.1DNOERSOX P. GUEtRIIER BRIDGE ND RA %§ET 7624 I N 1(22110 FlNAL OE81GPo -d0 A C6Llexnx ¢ xounFantw F. nusuxwrn RFC - 3C _ _ _ _ r1FTA11 < 11 nF 11 I • N E: M. n 0 LIMING ALALL RV92 N RETAx�G WALL RW 3 - 9N -4A9 8 \ ENP APER @RH £ ./ A. 112 6050 25.OP' LP. �1h a' V ?'' - °R FlLE GRhOE o�. E405 STA. 1215,6].]3 f 01. D 5 fA. II]s43.00 PL. ` n CW°. ,�v �$ P!✓OT POINT i ,�^ -- T tl &2P-09 �— 992 \ 993 ,\ ♦ 994 p.RS LINE " '1/1 996 ' . .N \ . O _ C 9 -05� ry GIN TAPER', £NP TAPER BR5 LINE • - LJ_MI.YNRE �jj, N 5°06289"E 2L" PIA. LGNPUIiS 4,. n¢ X iLKfi *atA 1pa Gk d5 °.F� 5 \ 4TI ` - / BRS LINE b ( ) u .. v 99 o E BR u, / 5°A. I12aH0.30 / (YP.) >`C\TRg5 N6{O Y 5 AH5 +46 O9 f.0.i: IN @ARRIER TYI Q+ a g �/ 1',OU Y%—" i. -- 9p SP - ..A r2.1s o' •. + >0D'Rr, —`- ns , Bcs„Tfn -u< h 2S 19 Ri, \ \24.02' RT. Pi OF MIN -�e, PT j)p MIN Pi GF NIN \ 60 VL \\ 29sra z90 00 vc B.npD VN�\ ': 1. '' ORS PROFILE o \ PROFILE GRADE LINE ELEV 99 LEGEND TEbT HOLE - - bF - EXIST. BORIED FIBER OPTIC - W - WATER LINE W YaF LUMINAIRE ® NHMA 4X JUNCTION BOX DnruM NAV.D, IM BEARING OF PIERS 1, 2 & 9. (5 N 48°O6'29.9'E 21 MAX SLOPE 4° @EARIN6 OF PIER 4 15 N 540'26.4 "F HX C50 TRANSITION - L55 @RIDGE TEMPORARY SOIL .NAIL 'WALI. FENLI,VG TYP, w ( ( 1 � FENCING � 1 BM C 1 t _ 4-C" N. _ CONCRETE TYP SLOPE pR OTEL5 BECW 'RIDGE (irP) (1 0. PLAN A-30.19-00) v— FUTURE WALI -L5:1 MAX. 165-141540E L NE AT PIER 2 COLUMNS 23 Z _ (TYP.) OF FLYUAE GROUND ° ESP 490 LINE - ` - -- ORADE E ROAPWAY E DEKIDPo xa NflNA ®ER: A 69YMAN W4t DEEK6N TASK 6FAD: PAUEMMER Cdl96ACr e PACIN ®E: '624 I Eg091L4E l I I q - - ARE FINISH ORAOFH AT TOP OF AND ARE EOUAL TO PROFILE ORAOE - PIGMENTED SEALER (Mi. BARER) PIGMENTED SEALER MT. 5T. HELENS) PIGMENTED SEALER ,- (CAELADE GRE£M1' ON G;ROERS) -09 N C M c a 2:1 MAX. SLOPE n ` ~ EUi URE WALL 5' D1A. ' -' - -+ 'HAFT EXISTING GROUND 23,51 AIOH7 OF @Rb LINE 1 REFERENCE LINE I ELEVAVON 40.0 EL'V. 52.00 t 169 1-5 TO SF STAGE 2 -WIDENING AND SR 516 INTERCHANGE b" 8K \. \x� , -.'`� rMCASURED ALONi 09V L.VC)g V 5�1 N 1 \ �-8 l ♦`x'1, \ \i A/ _ - S SLA@ (TYP) — —�� a , zz _ I 2P -D^ \ t ^OR AIN _ \LOS I' ALd PA ORIOGCN 5/ \ ° YALL W WA L - _ - ... ;XIST(RG O \ 60 VL \\ 29sra z90 00 vc B.npD VN�\ ': 1. '' ORS PROFILE o \ PROFILE GRADE LINE ELEV 99 LEGEND TEbT HOLE - - bF - EXIST. BORIED FIBER OPTIC - W - WATER LINE W YaF LUMINAIRE ® NHMA 4X JUNCTION BOX DnruM NAV.D, IM BEARING OF PIERS 1, 2 & 9. (5 N 48°O6'29.9'E 21 MAX SLOPE 4° @EARIN6 OF PIER 4 15 N 540'26.4 "F HX C50 TRANSITION - L55 @RIDGE TEMPORARY SOIL .NAIL 'WALI. FENLI,VG TYP, w ( ( 1 � FENCING � 1 BM C 1 t _ 4-C" N. _ CONCRETE TYP SLOPE pR OTEL5 BECW 'RIDGE (irP) (1 0. PLAN A-30.19-00) v— FUTURE WALI -L5:1 MAX. 165-141540E L NE AT PIER 2 COLUMNS 23 Z _ (TYP.) OF FLYUAE GROUND ° ESP 490 LINE - ` - -- ORADE E ROAPWAY E DEKIDPo xa NflNA ®ER: A 69YMAN W4t DEEK6N TASK 6FAD: PAUEMMER Cdl96ACr e PACIN ®E: '624 I Eg091L4E l I I q - - ARE FINISH ORAOFH AT TOP OF AND ARE EOUAL TO PROFILE ORAOE - PIGMENTED SEALER (Mi. BARER) PIGMENTED SEALER MT. 5T. HELENS) PIGMENTED SEALER ,- (CAELADE GRE£M1' ON G;ROERS) -09 N C M c a 2:1 MAX. SLOPE n ` ~ EUi URE WALL 5' D1A. ' -' - -+ 'HAFT EXISTING GROUND 23,51 AIOH7 OF @Rb LINE 1 REFERENCE LINE I ELEVAVON 40.0 EL'V. 52.00 t 169 1-5 TO SF STAGE 2 -WIDENING AND SR 516 INTERCHANGE ORADE E ROAPWAY E DEKIDPo xa NflNA ®ER: A 69YMAN W4t DEEK6N TASK 6FAD: PAUEMMER Cdl96ACr e PACIN ®E: '624 I Eg091L4E l I I q - - ARE FINISH ORAOFH AT TOP OF AND ARE EOUAL TO PROFILE ORAOE - PIGMENTED SEALER (Mi. BARER) PIGMENTED SEALER MT. 5T. HELENS) PIGMENTED SEALER ,- (CAELADE GRE£M1' ON G;ROERS) -09 N C M c a 2:1 MAX. SLOPE n ` ~ EUi URE WALL 5' D1A. ' -' - -+ 'HAFT EXISTING GROUND 23,51 AIOH7 OF @Rb LINE 1 REFERENCE LINE I ELEVAVON 40.0 EL'V. 52.00 t 169 1-5 TO SF STAGE 2 -WIDENING AND SR 516 INTERCHANGE I Eg091L4E l I I q - - ARE FINISH ORAOFH AT TOP OF AND ARE EOUAL TO PROFILE ORAOE - PIGMENTED SEALER (Mi. BARER) PIGMENTED SEALER MT. 5T. HELENS) PIGMENTED SEALER ,- (CAELADE GRE£M1' ON G;ROERS) -09 N C M c a 2:1 MAX. SLOPE n ` ~ EUi URE WALL 5' D1A. ' -' - -+ 'HAFT EXISTING GROUND 23,51 AIOH7 OF @Rb LINE 1 REFERENCE LINE I ELEVAVON 40.0 EL'V. 52.00 t 169 1-5 TO SF STAGE 2 -WIDENING AND SR 516 INTERCHANGE t 169 1-5 TO SF STAGE 2 -WIDENING AND SR 516 INTERCHANGE xi i i i CURVE VArA P.I. STATIONS DELTA RADIUS TANGENT LENfiYH B.C. TAN. BEARING BRS STA. !!8+61.40 32 °03144.5" 111. 410.00 117,01 22943 N 3 °06'29.9" E F "445 SYh. 1219rv14 B% 66 °38'59.0' tY. iH09B6 !253J4 22;6.93 N ]6 °19'2].0" E TBS N@ 405 54 +2k.fE B °46:iK]" RT, 500.00 6t40 122.56 N 3] °4!'1K.2' F EXISTING NB 1405 ELEYATION5 E405 5r& OFFSEY R, FY. LEFT EOP ELEV. LEFT EDP GffvFT R, FT. RIGHT EDP ELEV. RIGHT FOP Y2Hw ^0 1.13 7537 52.51 97,66 1214+20 1.76 76.10 52.22 76.41 12141.40 2.75 76.67 5414 79.15 1214.60 3.84 77.65 51.90 76.61 ;214+60 437 76..79 51.08 50.49 !215+00 5.36 79.01 51.67 51.19 1215.20 LAX 79.64 51.77 BLIND 1215 +40 1.19 81 ELMO 62.59 1215.00 ITS 60.99 57.69 55.24 195,80 090 61.51 5191 83190 1216.00 CAR 62.19 SL74 M4.52 7216,20 0.96 111 51.79 ASR) 1216+40 1,04 8339 51.99 6568 1216+60 7.22 84.01 BLED 6524 1216.80 1.16 84.60 52.00 B6.60 1217,00 t17 BPI 51,92 87.55 121720 1.29 OHIO FLOW 67.91 1217.40 1.23 B6.18 TOM BB.45 T85 N5405 SUPERELEVATION EXISTING 513 1405 ELEVATIONS E405 5TA, OFFSET L, FY. LEFT POP ELEV. LEFT FOP OFFSET L, FL NIGH( For ELEV. SIfi HY FOP 1214+00 S57 731E 106 75.39 1214+20 STEP 73.95 1.74 7613 1214 +40 STIR 74.75 2.64 76.93 1214.60 5139 75.57 3.41 77.59 1214,60 50.60 76.32 3.67 78.20 1215 +00 50.07 77.01 3.71 ]3,B! 1215+20 4923 77.74 2155 79.62 1215 +40 48.60 76AT 1.41 80.46 12151SO 51.61 7,1 1.30 ELIO M?R.aC 53.28 79.30 1.27 61.61 1216,00 5496 60.09 1.37 62.27 2216 +20 OEM 60.7B 1.24 52.94 1218+40 5656 51.14 120 8327 1276.60 568! 81.73 1.27 53.84 1276+60 55.97 62.24 1.36 6439 1217.00 SLIM 02.64 1.29 M.76 1217.20 54,72 63..75 (1 65.35 12We40 54.32 03,90 0.92 05.99 O m "< �� 30 NQ :m LL+'I.00 %6 'w T65 N8405 PROFILE aY CHECKEa BY DE81oN..... J. "U"A: J. eAUNAx wn °° MAX 105 3B PIER 2 120 109 PIER 3 120 120 DESIGN TACK MEN P.9uEmm MM .I .ON P.OUENTHER PACKAGE: 7624 iml P.GUENTHER GENERAL NOTE5 i. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINOrON STATE DEPARTMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION "01-511 VERSION DATED 2006 AND AMENDMENTS. 2, EXCEPT FOR SEISMIC DESIGN. THIS STRUCTURE HAS BEEN OE5iGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AA5H70 LRFD BRIDGE SEATON SPECIFIGATIONS FOURTH F9,TION DATED 2007 AND INTERIMS THROUGH 2000, SEISMIC 01 HAS BEEN COMPLETED IN A6'CORDA.NCE WITH THE REQUIREMENTS OF THE Ai5HrC GUIDE SPECIFICATIONS FOR LRFO SEISMIC BRIDGE DESIGN GATED MAY 2007 WITH W600T DESIGN MEMORANDUM AMENDMENTS 152006 US!NC OEISMIC DESIGN CATEGORY C. SITE CLASS B AND A PEAK GROVNC ACCELERATION COEFFICIENT (PGA,, OF 0.44. 3. THE CONCRETE IN THE SRIPfiF" DECK, PIER WAPHRAGMS, AND END DIAPHRAGMS SHALL BE CL A55 40000. THE CONCRETE IN THE LOWER PART OF PIER 2 AND PIER 3 CROPS BEAM6 AS SHOWN FOR STAGE 2 ON 9HEEY 00 003 SHALL BE EITHER CLA55 4000 OR CLARE 40009. CONCRETE IN THE DRILLED SHAFTS BI BE CLASS 40006 CONCRETE IN THE PINCER CLOSURE POUR5 SHALL BE CLASS 6000. CONCRETE IN THE PIER COLUMNS SHALL BE CLASS 5000, ALL OTHER CAST -IN -PULE CONCRETE SHALL BE CLASS 4000, 4. THE NOMINAL BEARING CAPACITY OF SPREAD FOOTINGS FOR SERVICE STRENGTH AND EXTREME EVENT -! LIMIT STP.TES, SHALL BE TAKEN A5 (IN KSF): 5. THE NOMINAL SHAFT CAPACITY AT PIER 4 SHALL BE TAKEN A5 (IA' KIP5j: 0£5I6N LIMIT STATE LOLAP,ON STRENGTH 8 EXTREME -1 (q ^) SERVICE - I" SETTLEMENT (q srrrj K5F PiFR 1 105 3B PIER 2 120 109 PIER 3 120 120 5. THE NOMINAL SHAFT CAPACITY AT PIER 4 SHALL BE TAKEN A5 (IA' KIP5j: 6. UNLESS OTHERWISE SHOWN ON THE PI AN`i, CONCRETE COVER MEA5URED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT 57EEL SHALL BE 2h INCHES AT THE TOP OF THE BR!O66 OECK. 1 INCH AT THE BOTTOM OF THE BRIDGE PECK, 2 INCHES AT THE TOP OF FOGYiV9W. 3 INCHr5 AT THE BOTTOM OF '. HE FOC INGSv AND IS INCHES AT ALL OTHER LGCAT!ON5, 7, TIE COMPOTE, JUNCTION BOXES. AND !IYIL!YIES ARE SHOWN FOR REFERENCE ONLY. ,THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, l.T.A AND OTHER CIVIL PLANS. B. FA15EWOKK SHALL NOT BE RELEASED UNTIL SUPERSTRUCTURE PO5T- TEN5IONIA'G HAS BEEN COMPLETED. FALSEWORK SHALL Be CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE 5TRE55 IN THE STRUCTURE, THE CONCRETE FOR TRAFFIC BARRIER AND SIDEWALK SHALL NOT BE PLACED UNTIL THE FAL5EWORK HAS BEEN RELEASED, 9, THE LOCATIONS OF ALL EXI5TiNC+ UTILITIES WITHIN THE VICINITY OF THE STRUCTURES SHALL BE VERITIES BY THE CONTRACTOR PRIOR TO EXCAVAT!NC. 10. SPLICES IN COLV.MA' HOOP RELNFGRCEMEN'. SHALL BE WELDED LAP SPOOF TYPE ONLY, LEGEND IDENTIFIES SECTION, VIEW BR DETAIL EL15 TAKEN 01 SHOWN ON BRIDGE SHEET ELI5 - TAKEN OR SHOWN ON THE SAME SHEET Waehinpton State Department of Tmnaportatlon DESIGN LIMIT ST dY£ SERVILE - I SIRE..1 T EXTREME I F.ND BEARING 372 706 %OB SKIN FRICTION 1615 1615 1615 6. UNLESS OTHERWISE SHOWN ON THE PI AN`i, CONCRETE COVER MEA5URED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT 57EEL SHALL BE 2h INCHES AT THE TOP OF THE BR!O66 OECK. 1 INCH AT THE BOTTOM OF THE BRIDGE PECK, 2 INCHES AT THE TOP OF FOGYiV9W. 3 INCHr5 AT THE BOTTOM OF '. HE FOC INGSv AND IS INCHES AT ALL OTHER LGCAT!ON5, 7, TIE COMPOTE, JUNCTION BOXES. AND !IYIL!YIES ARE SHOWN FOR REFERENCE ONLY. ,THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE ELECTRICAL, l.T.A AND OTHER CIVIL PLANS. B. FA15EWOKK SHALL NOT BE RELEASED UNTIL SUPERSTRUCTURE PO5T- TEN5IONIA'G HAS BEEN COMPLETED. FALSEWORK SHALL Be CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE 5TRE55 IN THE STRUCTURE, THE CONCRETE FOR TRAFFIC BARRIER AND SIDEWALK SHALL NOT BE PLACED UNTIL THE FAL5EWORK HAS BEEN RELEASED, 9, THE LOCATIONS OF ALL EXI5TiNC+ UTILITIES WITHIN THE VICINITY OF THE STRUCTURES SHALL BE VERITIES BY THE CONTRACTOR PRIOR TO EXCAVAT!NC. 10. SPLICES IN COLV.MA' HOOP RELNFGRCEMEN'. SHALL BE WELDED LAP SPOOF TYPE ONLY, LEGEND IDENTIFIES SECTION, VIEW BR DETAIL EL15 TAKEN 01 SHOWN ON BRIDGE SHEET ELI5 - TAKEN OR SHOWN ON THE SAME SHEET Waehinpton State Department of Tmnaportatlon ., 1-6 TII I�SR STAGE 2 -WIDENING AND SR 515 INTERCHANGE I n F ONO. PIER £LASTOMER C MARINE PAD El f ORO, PIER I BOitOM PORTION OF PIER DIAPHRAGM AND CL05URE POU95 SHALL NOT OE PLACED UNTIL 3D DAYS (MIN) AFTER RELEASE OF PRE5tRE55 BRG. PIER i CAST ROADWAY SLAB WHEN INTERMEDIATE DIAPHRAGM CONCRETE C04PKE551VE STRENGTH HAS REACHED 3,0 f ORG. PIER I BACK WALL NO DIAPHRAGM E PIER 2 Q TEMPORARY SUPPORT 6 CLOSURE POUR CUT TEMPORARY 5TRANPS AFTER SETTING GIRPERB (TYP.) - - - - -- - - - -- - - -- I I I I I I I I I I I I I OAK OAK 5L( ILO( 4 PIER 3 PLACE ALL DIAPHRAGM AND CL05URE POUR REINFORCEMENT AND CCNNECT ALL PT DOCTS E ORO. PIER 4 AT PIERS AND CLOSURE POURS (TYP.) 1__ 4 TEMPORARY SUPPORT A CLOSURE POUR ELA5TOMEWC BEARING PAD i i Sy II 1 OAK BLOCKS STAGE 1 - 5ET PRECAST GIRDERS 7N PLACE. INSTALL TEMPORARY BRACING. & CUT TEMPORARY STRANDS I PER 2 /— PI.ACE ROADWAY OAS REINFORCEMENT j AFTER CASTING DIAPHRAGMS f I CL05URE POUR CLOSURE POUR (Tyr) f DEC. PIER 4 PIER A LAST INTERMEDIATE Q CLOSURE POUR DIAPHRAGMS (YYP.) I I F- � I I I I "TEMPORARY SUPPORT MIN, Ai OF PRECAST STAGE 2 - GAST DIAPHRAGMS. INSERT PT STRAND5 INTO DUCT5, AND PLACE REINFORCEMENt Q PIER 2 AS AS YOP PORTION OF PIER DIAPRRAGM5 SHALL IE PLACED WITH OR AFTER PLACEMENT OF THE ROADWAY SLAB CONCRETE (TYP) E CLOSURE POUR SRE55 AND GROUT THE PT TENDONS WHEN THE DECK, AND PIER DIAPHRAGM CONCRETE AND CL05URE POUR CONCRETE HAS ATTAINED A MINIMUM f IRG. PER 4 COMPRESSIVE 5TRENOTH OF 4000 Pal - - - - f CLOSURE POUR 5TAGE 3 - CAST CLOSURE POURS CAST DIAPHRAGM5 AT PIERS 2 & 3 CA51" ROADWAY SLAG AND 91`RE55 PT TENDONS caecacte (rrP) f PIER 2 f CLOSURE POUR I I y I l � I i TRAFFIC A PEDESTRIAN BARRIER & SIDEWALK CONCRETE SHALL. NOT BE CAST UNTIL END DIAPHRAGM5 ARE CAST, POST TENS.'ONING 15 COMPLETE, AND TEMPORARY SUPPORTS AKE REL 2 PIER E f CLOSURE POUR I I I I I I I I l 5TAGE 4 - CA5T END Q PHRAGMS REMOVE TEAAPORAR" SRACENG & SUPPORTS. CAST BACK WA!L5 BARRIERS & SIDEWALK CONSTRUCTION SEQUENCE SUPERSTRUCTURE •4 - -- - - -- -- - - - -- - -- - - -- -- -- xAwADER: -�Tx, IN 1405 �. EAUXUx m wAEX Nw- oESmx \ 14 TO 3R t69 TAEX LEAs STAGE 2 - WIDENING OUENTXER D.MPNDERSON r.DUwwTwER P.4UENDIER m�PABT m, �,a WaRhingWn Sgts AND SR 515 INTERCHANGE MATED CIASURR IMR C.1 P. GUENTHER D.LNRENT80N X.OUAH PACKAGE: Depaehnenl of Treneportatlon E IMM REIERE£D MR CONSTRUCTION .)A E. NELSON MH ERBCR P.OYEXTNER 7SZC "` �t BENSON ROAD BRIDGE SUPERSTRUCTUURE CONSTRUCTION SEQUENCE r r • 0 0 r¢ PIER 8 17 0 # k VELSIEa£V ALONG ",F FS FOUNOATION LAYOUT OEIKWG OF NEFF 1, 2 & $ IS M 46 °G6'23.9'E B£AAIHG OF 'IF., 4 IS N 5n`4O'2fl.4 "F co I MR A I 1-5 TO SIR � m •. INTERCHANGE �® BENSON -•, BRIDGE FOUNDATION LAYOUT co I MR n b 9 0 a -ELEV. I0E.65 ELEV.: (� —t GIRDER !V I I I I I II ELEV � >.O Flev I �k GiROER iL I I I _4 GIRDER 1B KELEY. B 10]39 - -E GIRDER IA F'EV. A RELEV. 1063@ IOH.ESi ,JR OErAlls I 5£E TIEF J SEC.•1045 AN0 VETAK5' EHEET 00 0 -26 "-!- 5 VIA, URAIN HOLES n b _ B' 12' -0. ON CENTER, 1. + ELEVAVON5 SHOWN ARE TAKEN A'.' E BEARMG ALONG PIER 1. SEE SHEET SG-0-00 2. GIRDER STOPS SHALL 3E CAST AFOER SUPERSTRI$TURE HAS BEEN ERECYEV. ELEVATION 3. PIGMEN -Q V SEALER SHALL 5E APPLIED TO ALL EXP05ED OURFACE.S TO (SHOWN LOOKING BACK ON STATIONING) P -O• BELOW FINISH GRAVE-. NO. MUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY I ENTERED BY I CHECHED BY DESIGN RNmOx sAee NFWIGER: �' Q,Oy '8pG'Y t I!I I f ♦ E �) I -SOS 1F wux 8G -0.06 D ESIGNAN DGN B D Y IMF I°5 TO SR 15E 2 0KN011 REIEwED H. ausN n uFfplExcIXU P.GDEmNE0. TP+GH LEWb: STAGE 2 - WIDENING 4YOiM0 RFIHBT- OIXIB4RIICTON IOWT ADWid! H.GWN O.MEMARSON P.GDEMNER P'WFHTIE0. mN.NAOe NO "d � Washington State Department Transportation AND SR 515 INTERCHANGE 1 &1M0 RFt -WE REWEO GRADER STOP X.GWN P.WOLYEMEON P.GUENMER PACKAGE: �I. of D IMM0 RELEASPD MR CONSTRUCTION -Zl E. NELSON MHENOERSON &RWI! 7624 BENSON ROAD BRIDGE > a&ca08 FINAL DEEME -. E. NELSON M. IRONWOOD G. NOUN .z.,.+.�'"" PIER 1 PLAN AND ELEVATION yam a 0 �Q yA 0 ELEVATION ry k gyp^ LOOKING BACK 0.4 37 6� µ _ _ ___ __ ___ _ __ i CAB yd 114 4 0. ,t1,- CCN9YRULiION �B 1041#5 JOINY (iYP} QQ -OFF 'I STOP FOR FAit" A O SEE P!E'R Y ; 9 pyr", 9' A5 F^YfEi 3GO.OH iTyP.: G f 0 ' ( �L © #4 �P ® #5- I F' ELEVATION (SHOWN LOOKING BACK 0.4 37 DESIGw µ _ _ ___ __ ___ _ __ i CAB O " ` - - -k GIRCEA 10 PROFILE GRABS ANq PIYPY POINT PLAN � Q 6:RpER iP �� -Q 6iRpER }C ¢ 4iIRPER EB—�j I i I I I I I I I I I I I / �Q GIAGER 1P. I - - - - -E GIRBER JA ]04 (L'F)6 � #5 F." Y031 F5 N.F. #B ti yd Q. 1-5 TO SR 169 STAGE 2 -WIDENING Q� iy��� ELEVATION (SHOWN LOOKING BACK 0.4 37 DESIGw r. EAGNAw TASK LEAD: 7onioN P. G4ENiKER rAGwGE: / �Q GIAGER 1P. I - - - - -E GIRBER JA ]04 (L'F)6 � #5 F." Y031 F5 N.F. #B ti yd Q. 1-5 TO SR 169 STAGE 2 -WIDENING Q� iy��� • 0 V n° "-Q OEARIM6 5ECTION A G-O -O &i -D -Dfi i= 95 PAR'5 N'/ P'-C" MIN LAP SPLICE. LAPPED W /110] R5 DA95 (TYP) A MUMN P. GUENIXER VIEW g EA5T CURTAIN WALT. SHOWN -D -O WEST CURTAIN WALL SIMLLAR fflTn SECTION SECTION p MASH WALL G-FO CURTAIN WALL 1-5 TO SIR 189 STAGE 2 -WIDENING AND SR 516 IFM?,CV4VGE i' Rf 4 0 IN CONSTRUCTION JOINY W/30ND 09EAKER (TYP.) !12 " CLR r USE AP SPL 16E FOR HEIGHT L VJFW -0 0.Y SHEET OG -G -09 r7 \7 $2 T 15,1 ®p n°�x GRAVEL BACKFILL 5CE PG -O-IG & FOR WALL& YO TGP 06 0 -29 FOR OF SUB3RADE--- WINGWdL LOCATION UNOERO P.0 INv \ WINGWALL LL FOGTING BOTTOM O 314' CHAMiHER RETAINING ♦d WALL FOOTING (iYP.J 05 ,4 m 17V 9 8 dS � W 0 YK. 126 T4 STIRAOP �✓ � UU- &RAVEL BACKEICL FOR DRAINS PLAN - GIRDER STOP REINF. TYP, EA. GIRDER STOP P. 6uE ER 1Lf ® I5 68 3 1 /p• O.C. '� �31<'GHAMP HER (TYC) 0p NiQ li mi n rv0 it t SECTION e 1 5 "1 GRAINS AT 12' -0" CTRS. FINISHED GRADE R VAIN r,pF SECTION THROUGH WING WALL DRAINAGE AND BACKFILL DETAILS CAP NT l %-j 1-405 —DKLLL FOR 15 OAK P WITH EPDXY RESIN, AOlU5T HOLE BG_M MA IS TO SR 169 LOCATION TO iD AVDIO CAP STAGE 2 -WIDENING RESIF. In State of Tnnoports9on NOTE: SECTION A COT EXISTiNO GIRDER STOF RE5AR To I'DELCW CONCRETE SURFACE BENSON ROA BRIDGE AND P'UG WITH GROUT, P. 6uE ER 1Lf ® I5 68 3 1 /p• O.C. '� �31<'GHAMP HER (TYC) 0p NiQ li mi n rv0 it t SECTION e 1 5 "1 GRAINS AT 12' -0" CTRS. FINISHED GRADE R VAIN r,pF SECTION THROUGH WING WALL DRAINAGE AND BACKFILL DETAILS CAP NT 1-405 BG_M MA IS TO SR 169 STAGE 2 -WIDENING In State of Tnnoports9on AND SR 616 INTERCHANGE 531 BENSON ROA BRIDGE PIERS 1 & 4 DETAILS B EPL£ 0! GIRPER Q E.,iSTCA!EKIL 5,,G, PAAp (TYYJ� I I r BEARING PAD-- 1 U oDa; i I _ I n i I H' IER 1 r 10 PIER 4 Yd PER 4 I I I A w PLAN - BEARING RECE55 IN GIRDER Pt ELAG L I BEARING NG FAD i I I p4 BEARING PAO NORMAL YO ( IIPER 4 z I I w I KI a � N I _ I 9 II N _i y f ELASIDMERIL J 10" 10" PIER 4 PLAN ELA57'OMERIC STOP PAD PUROMETER HA IMIC55 = 60 ELASTOMERIC BEARING PAD 2 - s" OUTER LAYERS (GRADE 4 EJ ASIOMERJ nw WN # z 6 - §.° INNER UYERV /GRAD£ 4 9(A5IOMERJ ELpSTOMERIL * N d PIER 4 - 9- "INNER LAYERS (GRAPE 4 EU570MERJ BEARING PAP PIER ! - 7 - M GAGE 5NIM5 (A5TM /POD GRAPE 250 `SFF pEtAiL PIER 4 -6 - H GAGE SHIMS ,(ASYM 7" GRAPE VED) TNIS SXEF.Yj ** YOYAL YHILANF55 INLLW(NG SifIMS 5ECTION C GIRPER d ELA5YOMEKIC M° GAP BETWEEN I E.E. PAP ELA6TGMERIL ""l 'Al ANp GIRDER /TYPJ —.atr /- ELA9TDMER!0 5iDP PAP T LONSIRPC 10 .,O i ` fxvEk rcr (T0. (tYPJ p OF ORDER EEE NO STOP (rYP J ! 1 1 SEF NOTE t o I T I m ~ EUGTGMER!C BEARING PAP 11 { - - - -- N mod— SEE J ^ETAIL Y.415 5X£ET 1 o �� _ _ FROM FACE OE FLASTOM GAOVY PAO GIRDER TO FACE OF SEARING (SEE PEYAii GIRPER "Or I. iX15 S.4EETJ GRDU( PAP VIEW A VIEW B W. m ISSUE RECORD � DESCIMPTN,N DESIGNED SY ENTERED BY CHECKED BY GGERiN ... RTATE JJ e - SIANADER' p.'ur J EAUMAN 1d HMN 4 R, DESIGN a a TASK "7624 9 RFI -Pt8 RENSEp GIRPER STOP N. . P.GUEHTXER PACKAGE: AE 0 RELEASE. M. CONW tXD .. -L. E. NELSON D. HExbEH90x R. 0.UIIEt8XA6Ett RF4• - ZA n A F. DESIGN -'G E. N... P. Yl.LV... 4YAUEL9XRGFN I ....,.." "r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE _ �}' PIFA 1 PIER 4 3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355, LV£ IOAD REACTION (WiO IMPACT) FCF 201k UNIOADEP FC 6HT G77 I, 6.60 G:. tOADEJ HFNd+ /JLJ 510 In: ON hr, PUROMr, ER XARDNr55 60 60 DEMON D GIRPER, BEARING PAP BEARNG PAD A GRDOY PAD 6 GROU( PAP .4"MAL TO GIRPER L LE /£L TRANSVERSE I 6 i4NGITUpINAL I GROUT PAD DETAIL Nor €5 1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP AFTER GIRDER PIA EMERY YHE E ASYOMERIC =I�X�TE HAU 9F C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE. 3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO LGMPLETED TO RESET 6EARMG PAPS. - -� -- rALYERNAYE GROUT 'AV '.i TH #" NEW PAP mr,I R WI Ll4° RECESS \, GROUT PAD ELEVATION 1.465 BG -6-09 1 -5 TO SR 959 STAGE 2 -WIDENING AND SR 595 INTERCHANGE 532 ^' ^BENSON ROAD BRIDGE w a(o23 "e m K I V VEER m r r SHIMS {TYp.,I PJ Y YN IN 2 - s" OUTER LAYERS (GRADE 4 EJ ASIOMERJ nw WN # z 6 - §.° INNER UYERV /GRAD£ 4 9(A5IOMERJ ELpSTOMERIL * N d PIER 4 - 9- "INNER LAYERS (GRAPE 4 EU570MERJ BEARING PAP PIER ! - 7 - M GAGE 5NIM5 (A5TM /POD GRAPE 250 `SFF pEtAiL PIER 4 -6 - H GAGE SHIMS ,(ASYM 7" GRAPE VED) TNIS SXEF.Yj ** YOYAL YHILANF55 INLLW(NG SifIMS 5ECTION C GIRPER d ELA5YOMEKIC M° GAP BETWEEN I E.E. PAP ELA6TGMERIL ""l 'Al ANp GIRDER /TYPJ —.atr /- ELA9TDMER!0 5iDP PAP T LONSIRPC 10 .,O i ` fxvEk rcr (T0. (tYPJ p OF ORDER EEE NO STOP (rYP J ! 1 1 SEF NOTE t o I T I m ~ EUGTGMER!C BEARING PAP 11 { - - - -- N mod— SEE J ^ETAIL Y.415 5X£ET 1 o �� _ _ FROM FACE OE FLASTOM GAOVY PAO GIRDER TO FACE OF SEARING (SEE PEYAii GIRPER "Or I. iX15 S.4EETJ GRDU( PAP VIEW A VIEW B W. m ISSUE RECORD � DESCIMPTN,N DESIGNED SY ENTERED BY CHECKED BY GGERiN ... RTATE JJ e - SIANADER' p.'ur J EAUMAN 1d HMN 4 R, DESIGN a a TASK "7624 9 RFI -Pt8 RENSEp GIRPER STOP N. . P.GUEHTXER PACKAGE: AE 0 RELEASE. M. CONW tXD .. -L. E. NELSON D. HExbEH90x R. 0.UIIEt8XA6Ett RF4• - ZA n A F. DESIGN -'G E. N... P. Yl.LV... 4YAUEL9XRGFN I ....,.." "r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE _ �}' PIFA 1 PIER 4 3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355, LV£ IOAD REACTION (WiO IMPACT) FCF 201k UNIOADEP FC 6HT G77 I, 6.60 G:. tOADEJ HFNd+ /JLJ 510 In: ON hr, PUROMr, ER XARDNr55 60 60 DEMON D GIRPER, BEARING PAP BEARNG PAD A GRDOY PAD 6 GROU( PAP .4"MAL TO GIRPER L LE /£L TRANSVERSE I 6 i4NGITUpINAL I GROUT PAD DETAIL Nor €5 1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP AFTER GIRDER PIA EMERY YHE E ASYOMERIC =I�X�TE HAU 9F C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE. 3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO LGMPLETED TO RESET 6EARMG PAPS. - -� -- rALYERNAYE GROUT 'AV '.i TH #" NEW PAP mr,I R WI Ll4° RECESS \, GROUT PAD ELEVATION 1.465 BG -6-09 1 -5 TO SR 959 STAGE 2 -WIDENING AND SR 595 INTERCHANGE 532 ^' ^BENSON ROAD BRIDGE w a(o23 "r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE _ �}' PIFA 1 PIER 4 3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355, LV£ IOAD REACTION (WiO IMPACT) FCF 201k UNIOADEP FC 6HT G77 I, 6.60 G:. tOADEJ HFNd+ /JLJ 510 In: ON hr, PUROMr, ER XARDNr55 60 60 DEMON D GIRPER, BEARING PAP BEARNG PAD A GRDOY PAD 6 GROU( PAP .4"MAL TO GIRPER L LE /£L TRANSVERSE I 6 i4NGITUpINAL I GROUT PAD DETAIL Nor €5 1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP AFTER GIRDER PIA EMERY YHE E ASYOMERIC =I�X�TE HAU 9F C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE. 3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO LGMPLETED TO RESET 6EARMG PAPS. - -� -- rALYERNAYE GROUT 'AV '.i TH #" NEW PAP mr,I R WI Ll4° RECESS \, GROUT PAD ELEVATION 1.465 BG -6-09 1 -5 TO SR 959 STAGE 2 -WIDENING AND SR 595 INTERCHANGE 532 ^' ^BENSON ROAD BRIDGE w a(o23 GROUT PAD DETAIL Nor €5 1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP AFTER GIRDER PIA EMERY YHE E ASYOMERIC =I�X�TE HAU 9F C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE. 3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO LGMPLETED TO RESET 6EARMG PAPS. - -� -- rALYERNAYE GROUT 'AV '.i TH #" NEW PAP mr,I R WI Ll4° RECESS \, GROUT PAD ELEVATION 1.465 BG -6-09 1 -5 TO SR 959 STAGE 2 -WIDENING AND SR 595 INTERCHANGE 532 ^' ^BENSON ROAD BRIDGE w a(o23 GROUT PAD ELEVATION 1.465 BG -6-09 1 -5 TO SR 959 STAGE 2 -WIDENING AND SR 595 INTERCHANGE 532 ^' ^BENSON ROAD BRIDGE w a(o23 • APPROA ELEVATION RETAINING WALL iR 1- _t ELEVATION RETAINING WALL 1L Y NOEES; LINE PIER 1 OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE tAANAOER: RETAINING WALL LOCATION PLAN O - 5E WSPOT STANDARD TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED, C55 TRANSITION FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS PLAN 0 4 FOR BACKFILL HAVE SEEN MODIFIED, IF NECE55ARY TOP OF PEPE 51 WAN 5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD r CEO TRANSITION FENCING J. C0.lMhX Z CURTAIN WALLS NOT SHOWN. TOP OF TRAFFIC BARRIER 4. MT. 5T. HELENS REVOKED - r HEEL. SEAT ER :O i'-O' BELOW III DESIGN I = TASK 1.E0.O: III- t owiVH A BUILT BMWBIG TOP OF SIDE _ P. GUKII P.GUENTHM 1 OF WALL �, $ FACE LARK ER WIS240 RN QIS RVASEU RW UNUCRURAM PETML KRUNS i ELEV. 110.15 P. GUENTHER PAGHAGE: 0 _________________ _ ° TOP OF ROADWAY TOP OF.Wh44 XHENDERSON P.GUENTHER _ 7624 IN FACE OF BARRIER ELEV. 117.57 -- - FlW PRISON -RS - - -- T. BAM TOP RF WALL. _ BEV, 115.84 MATCH 'OCAT!ON OF CRO5HED SURFACING 11ORIZ REVEAL ON PIER i EXIS.ING / "— HORIZ. REVEAL IJRTAIN WALL FOR TOUTING 7 TOE �+ GROUND L!NEJ — g ONDERORAIN PIPE, TIE PETAIL5 5EE' "PIER 4 APPRG%, FINAL SECTIGN5 AB BETRILS° N'' GROUNV LINE SHEET Bo-G -20 (TYP) TO PIPE 5EHINIO ABLPTMENi �—COMPACTEP SUBGRAPE APPROK. FINAL TYPICAL GROUND LINE--.,_ WALL SECTION 6 BGTTCM OF FOOTING O ELEV. IOB.5 BpTTOM DF yGTTOM GF FOOTING FOOTING PLOT, LOO.O ELEVATION RETAINING WALL iR 1- _t ELEVATION RETAINING WALL 1L Y NOEES; LINE 1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION. OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE tAANAOER: '�' O - 5E WSPOT STANDARD TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED, REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS PLAN 0 4 FOR BACKFILL HAVE SEEN MODIFIED, IF NECE55ARY 35 4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST. 5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD REQUREMENTS J. C0.lMhX Z CURTAIN WALLS NOT SHOWN. 4. - r HEEL. III DESIGN I = TASK 1.E0.O: III- t owiVH A BUILT BMWBIG KGUM! D. ""PERSON P. GUKII P.GUENTHM OpRI1LLST WIS240 RN QIS RVASEU RW UNUCRURAM PETML KRUNS KLGRENTIMH P. GUENTHER PAGHAGE: 0 lGAII RELEASED MR CMtl$9RUP1{ON -YR E. NELSON XHENDERSON P.GUENTHER 7624 ON WOODY STANDARD A SNSWIN FlW PRISON -RS E. NELSOPo T. BAM P. BYCNIKER WALL WORSLME OF i ACH SLAB TOP OF 5J&GRAPE FINISHED GRACE NOEES; LINE 1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION. OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE LV FRONT OF WALL 2. SEE WSDOT STANDARD PLAN C -4 (CONDITION A WITH GEOTERTILE) I - 5E WSPOT STANDARD TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED, REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS PLAN 0 4 FOR BACKFILL HAVE SEEN MODIFIED, IF NECE55ARY 35 4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST. 5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD REQUREMENTS 6. ALL CONCRETE SHALL BE CLASS 4000, Z CURTAIN WALLS NOT SHOWN. 4. r HEEL. III I = III- 1 GRAVEL BACKFILL FOR nCV PENNS. t(I SEE AM DRAINAGE DETAIL ON WOODY STANDARD PLAN 0-4 FOR PETAI15 M.N. -III_ CRO5HED SURFACING TOP COURSE. TYP. GOTTOM OF TOUTING 7 TOE — g ONDERORAIN PIPE, TIE TO PIPE 5EHINIO ABLPTMENi �—COMPACTEP SUBGRAPE TYPICAL RETAINING WALL SECTION ADS 1-6 TO SR 169 AND SIR 51S INTERCHANGE inn =:I NOEES; LINE 1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION. OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE RETAINING V' WALL TYPE 1, INDICATES WALL PE51G.N HEIGHT. 2. SEE WSDOT STANDARD PLAN C -4 (CONDITION A WITH GEOTERTILE) FOR WALL DRAINAGE AND BACKFILL REQUIREMENTS. y. FGOTINC ELEVA:IO.VS AND 51185YRUCTURf DETAILS ARE SUBJECT TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED, REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS OF HAVE SEEN MODIFIED, IF NECE55ARY 35 4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST. 5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD UY THE CONTRACTOR. 6. ALL CONCRETE SHALL BE CLASS 4000, Z CURTAIN WALLS NOT SHOWN. 1-6 TO SR 169 AND SIR 51S INTERCHANGE inn =:I f CO 6` 'e / 6'4 Bl4 LOCATION VIEW D GIRDER H GIRDER C TYPICAL EACH RND WORT P Fk DINT EL. EL. 3990 END OF PG GIRDER AT (vIER - - -5 OAK BLOCK SUPPORT GIRDER ITYP.% IN PLACE TYP l PLACE // ___ __�______ '� 51. 906KPAAV AND ?0 PA: I OR0550EAM PND CENTE' CENTERLME OF THE GIR 9LOCKO 5FIALL SE 45 IN V j Y l i LFN6TH. _! � a � i _ / - _ __ 1� ^C.i gn oq' ORS ONE I {\ ! 111 e - ; t T4 V IH' i i N _4 H/8 " i II 19 -n` < y^ I 1 '_P 9I8 4 LT. COLUMN RL LOIJMN t �¢ C,RDFR A M �¢ ` ' ¢ GIRCER P GIRDER B /T i l4®� — I ,rxxx! ]xxr ',. [L. 106.42 -. IF LT. �¢ f:lRDER B I I I I I I I ! HRS ! 12xxx L485 i Nlxx ¢ PIER I,O SECTION I I ELEVATION xxTOP OF SLAB ELEVATONS MEASURED AT ¢ PIER AND INTERIOR FACE OF BARRIER. xiA9LE OF ELEVATIONS AT TOP OF OAK BLOCKS LOCATION VIEW D GIRDER H GIRDER C TYPICAL EACH RND WORT P Fk DINT EL. EL. 3990 END OF PG GIRDER AT (vIER - - -5 OAK BLOCK SUPPORT GIRDER ITYP.% IN PLACE TYP l PLACE // ___ __�______ '� 51. 906KPAAV AND ?0 PA: I OR0550EAM PND CENTE' CENTERLME OF THE GIR 9LOCKO 5FIALL SE 45 IN LQLUMN j Y l 106.E0 LFN6TH. 109.82 105.M WIDE E 9116 SAO I CROS6 SBEAM CRO 5a IT S /I6 " 6 " OAK 5LOCK DETAIL LONGITUDINAL DIMENSIONS MEASURED ALONG f GiAOF¢. I I ELEVATION xxTOP OF SLAB ELEVATONS MEASURED AT ¢ PIER AND INTERIOR FACE OF BARRIER. xiA9LE OF ELEVATIONS AT TOP OF OAK BLOCKS LOCATION GIRPER P GIRDER H GIRDER C I OIROER 0 PIER 2 -SPAN 1 iCET4 ]C695 105.99 fO5.5A PIER 2 - SPAN 2 106.E0 1 f06.2f 109.82 105.M ¢ PlER 5ECTION � Illlllllllll�lm� 1-5 TO SR 169 1 STAGE 2 -WIDENING AND SIR 515 INTERCHANGE Ka • m COLUMN ELEVATION R P.OUEM M 7624 Vre 5MENYEG ! ENO. YYP.} $ COLUMN COLUMN RECE55 OErAIL i COLUMN SECTION C 1-6 TO SR 169 STAGE 2 -WIDENING NI E SR 515 INTERCHANGE ACO;IY = f PIEK R s�3b 0 IS m COLUMN f—i Y I I 4 rerc.Vsei er' -n f2 - ME $5 5 E I LENGTH {L) FOR ELEVATION 'dLL'MN RECE5.5 (YYP.', SEE "" 7. CONSTRUCTION JOINT W1 COLUMN HECE55 D£T�L" 05 v -- ROVCHENEO SURFACE #5 P 2 SECTIONS AND PETAILS' k 'HEEY 35 -0-13 Y - - k O. k ROT F5 I 3 02TAIL I SHEEr DETAIL I r LENSrH OF WELD HOOP 9AR f I NOTE'v: * 6FF'HOOP TERMINATION DETAIL" THIS SHEET •* PROVIDE 5REAk IN HOLY TO .ALLOW PLACEMENT OF CROSS BEAM ANO FOOTING REINFORCEMENT. * ** BPLILING OF COLUMN LONGITUDINAL REINFORCING SHOP WELD 1 OR REID WELD OR SHAM. NOT OR ALLOWED IN PLASTIC HINGE ZONES S[E) V2 5(E) L SHdP WELD INDICATED. * ** *COLUMN LON31TUVINAL REINFORCEMENT SPLICER OHALL WELDED LAP SPLICE DETAIL BE 'rAGGERED AT A MINIMUM OF 6 FT. APART. WELDING 5HALL MEET THE REQWREMENT5 OF STD, SPEC 6-02.3(24)E FOR 'WELD ON JOINT DIMENSIONS. SEE TARE OFLOW sn [rr➢.j DEFORMEO &AR ASY.0 A905 OR. 60 WEL, DIM£N510N5 5 E I LENGTH {L) f] HOOP flu' "" 7. vl(OWN. SEE SEC "'(D sECrrorr a � r' b 2- sb END) RE f a0� COLUMN REINFORCEMENT, (Ty') X47 Y5� .f GIRDER A f LT. 601 (E.F. Ty'.) DF.YAIL NOTE. UECR VIA& REINFORCEMENT NOT SHOWN FOR CLARITY. #5 Lft5 [2pid5 5611 M R, - LO' e6 �',LjJYS 031!5 t6 T� t8 E24 d5 i SSPT.m9' 5$PA.m3' 8 bb A6 2- ® jiJS I -•J r -n z�32 r5 !3g9�Y5 DIM x9 FOR 6YTLING, ASP . u2�I°!fe J^ SEE DETAIL P $PA M ,'-f/ / F9R SPP.CING, S£ T'iD l DETNi E ®t6 MS " I 14 L F00) azs LINE PROFIL_ GRADE Gw'�30 t 1 tb ANO FIVOT POINT,, EDGE OF TOP GIROE.R S FLANGE (A50VE) D Ci6 -Q GIRDER L GOg6 REINFORCEMENT 6YMMEl'RfCAL ASPU` f SECT ION A a sers OF + -ME t4 a 9 sETS OF 4- fy$pJd4 ybA! 2+.L]. VER LENGTHS 24" & , O•, TYP. AT RT. COLUMN ,27 %3 yp ¢ R]. COLUMN OA— w_ — x ELEVATION l3TJ5 �3 F5 9Y O!$WN x mire R J.SA a. QE: IN Aux 6ESIGN E S TASK L 0: I'" P.oueNaGx uwm.n o. �. wad PACKAGE, DGpaitmem RFC -2A 7624. ":. \. �16 — LEDGE OF TOP FLANCF (ALOYE) GIRDER D F- z5!J9 J6 ® #81LpJt5 409' SD I-MI16 MIS 2 -[W2� 15 2H 14 COLUMN REINFORCEMEN] (TYP.) -M,5 v 4 #6 (TYPJ, f LT. COLUMN n ; w � �ss 2- yF- F00) azs LINE PROFIL_ GRADE Gw'�30 t 1 tb ANO FIVOT POINT,, EDGE OF TOP GIROE.R S FLANGE (A50VE) D Ci6 -Q GIRDER L GOg6 REINFORCEMENT 6YMMEl'RfCAL ASPU` f SECT ION A a sers OF + -ME t4 a 9 sETS OF 4- fy$pJd4 ybA! 2+.L]. VER LENGTHS 24" & , O•, TYP. AT RT. COLUMN ,27 %3 yp ¢ R]. COLUMN OA— w_ — x ELEVATION l3TJ5 �3 F5 9Y O!$WN x mire R J.SA a. QE: IN Aux 6ESIGN E S TASK L 0: I'" P.oueNaGx uwm.n o. �. wad PACKAGE, DGpaitmem RFC -2A 7624. ":. \. �16 — LEDGE OF TOP FLANCF (ALOYE) GIRDER D F- z5!J9 J6 ® #81LpJt5 409' SD I-MI16 MIS 2 -[W2� 15 2H 14 COLUMN REINFORCEMEN] (TYP.) -M,5 v 4 #6 • CONSTRUCTION JOINT W/ ROUGHENEV 'SURFACE (TYFj N j #3 TIE Hssi 22 15 (E.FJ-..._ � I B (yZ$]R9 i i is ET�I(_RWRllP * * *I "a ( 245 tB vPACER BAR SPA. ® 2' -1 ® C6 {EFJ * ** ALTERNATIVE 28 AND�25' STIRRUP END liOpK 6 21� JIO TOP LAYER 'r�fF9 10 -�$f 310 (BOTTOM LhYEA) '�$ tp- _ 35/39 W/ 5EG7 -ION jj `4 PL; ,TT 3 �SI'V. 19S° HOOK Oti -O -15 10- ,224 PS ®/� / UP W, EDGE LA GIRDER (ABOVE)- FUNGE (AVOVEJ -\ ,� 'O LACE A $ HOW PLACE AS SHOW p'v ....................... \.e... ... .. '.4 ^ 2- 2(_33] TIES ___ __ ._ _. . _. 0 9 (44 TOTAL) RYPJ s O / ry p '•, av 5f .�.,,. I I 4 4 z It J h t DECK 5LAB SPP. AS SHOWN SEE DUCT 5P AEINf. DETAIL (TYP., I r_n_n__o o�f-o I I I I • s� I I I I I I I I I I I I s -[2 3G SPA. - SHOWN I I I I '� ! -PAK fiLGLK ®b5 T!E :A95 11224115 TIE • 1 *m* - i p � aax V nJ it Y�v I6- 33v L9 � W w 11 2 -17 TIES(E.F.)x I i Lggg] Ra TIE (EYP.J 6' -0" MiN U SPLICE 2�g1@C9 TIES 1 A 223 R6 C(CF r II 221 S(EF) I4� Maw ENV Of P.L. G!RVER I EV rl i r ' COLUMN REUNFORCEMENT I� 5'.IRRUPS: Ll ** f I SYl�RP.JP U _ I '.22E A6 (E.F.i T n 2 9i p0 (EF.) ' b- 251 RIG TCP IM1YERj V- iG -', RiG (POTTO.N UYEAj SPACER VAR ** ALTERNATIVE E BAR '- ®CIO M1OJJSY LONOIYUDiAAI. CAP, STIRRUP ANV CPA 0 2 � TI AI,OWAVLE ER1 HE OVER f DETAIL E COLUMNS rJ SECTION G F L L �1 22S CS -5 MAX, RO REINFORCEMENT (3 °s MAR FROM LOCATION SHOWN). 21-61 MIN OF GIRDER TOP >< ,'-TOP OF ROM1➢WpY SLAS LAP SPLICE E (ABOVE,' O R!GYT COLUMN SIMIUR COLUMN -TOP OF P.L. GIRDER :A95 11224115 TIE • 1 *m* - i p � aax V nJ Y�v I6- 33v L9 � 1" T 11 2 -17 TIES(E.F.)x i Lggg] Ra TIE (EYP.J 6' -0" MiN U SPLICE 2�g1@C9 TIES 1 224 15 TI£ ENV Of P.L. G!RVER rl COLUMN REUNFORCEMENT U _ n ' NOTE. V- b '- ®CIO M1OJJSY LONOIYUDiAAI. CAP, STIRRUP ANV f DETAIL E THE T!E .SPACING ED TO LEA i0 CLEAR COLUMN f A DEi All F �1 22S CS -5 MAX, RO REINFORCEMENT (3 °s MAR FROM LOCATION SHOWN). LEF° COLUMN ShOWN, SG -O -15 \ R!GYT COLUMN SIMIUR COLUMN W. BSUE WYE MBUE RECORD - DESCRIPTION I DESIGNED BY ENTERED BY CHECKED BY I DESIGN ION a MANAGER: xD' dot °< BAVWX 16 N B 1 DESIGN t Q 1 WG•Ht REINSUED P. GUENINER 0.NENDERSON P.GVEMNER TASK LEAD: yx W/ Ri1HG -PIER2 ]MW BP!10E8 P.GVENMER 0.XENDERBON it GU&N RGUEMHER DBX'P1a9N9 2 RFl F% -NFR 3 t i BPIIGE EDT'GY STIRRUPS P. GUENPNEW 0.NENDERRBN HGVAN PACXAGE: WW D tyBT" .IFABED FDR CMBTRUDTGX -1V KJUMPAWOND 0.NENDERBOX FK602 n A awme HXRL OEBfuN -9A N.JUNPAWONG M.NnsNOro aMfluEL81NOEn :A95 11224115 TIE • 1 *m* - i p � aax V nJ � WIL)L... REINFORCEMENT N= SECTION D BG -O -15 *SPACE AS SHOWN ON DETAIL E, THIS SHEET, j• pYE: THE CONTRACTOR SHAL! Kr;CAi MEASURE } THE HTION, r E VERTICAL 1 _ PLAN OF THE THES FROM DUCTS . LAH IONS IN H AT THE SPLICE t LOCATIONS IN DEVIATIONS 1HF SUBMITTED OO HE 5N SFALL BE .VOMITED TO THE ENGINEER FOR APPROVAL PRIOR EO THE PLACEMENT OF ANY REINFORCEMENT. DUCT SPLICE DETAIL *'4' I -485 BG•0.16 I.6 TO SR 169 STAGE 2 -WIDENING IR AND SR 515 INTERCHANGE sag BENSON ROAD BRIDGE �2'3 PIER 2 CROSSBEAM SECTION AND DETAIL °" as Washington State tment Of TEansDoll Y�v I6- 33v L9 � 1" T 11 2 -17 TIES(E.F.)x i Lggg] Ra TIE (EYP.J 6' -0" MiN U SPLICE 2�g1@C9 TIES 1 224 15 TI£ � WIL)L... REINFORCEMENT N= SECTION D BG -O -15 *SPACE AS SHOWN ON DETAIL E, THIS SHEET, j• pYE: THE CONTRACTOR SHAL! Kr;CAi MEASURE } THE HTION, r E VERTICAL 1 _ PLAN OF THE THES FROM DUCTS . LAH IONS IN H AT THE SPLICE t LOCATIONS IN DEVIATIONS 1HF SUBMITTED OO HE 5N SFALL BE .VOMITED TO THE ENGINEER FOR APPROVAL PRIOR EO THE PLACEMENT OF ANY REINFORCEMENT. DUCT SPLICE DETAIL *'4' I -485 BG•0.16 I.6 TO SR 169 STAGE 2 -WIDENING IR AND SR 515 INTERCHANGE sag BENSON ROAD BRIDGE �2'3 PIER 2 CROSSBEAM SECTION AND DETAIL °" as Washington State tment Of TEansDoll �4i 1 i' NOTES: I. CONTRACTOR MAY 5PL ICE TOP 2 POTTCM MAT REINFORCING. ?ROMP£, NO MORE THAN 50% OF TNE. BARE IN A MAY ARE SPLICED AT ANY ONE LOCATION. SrlfFR 5PLICES A MNIMOM LAP SPLICE LENGTH. MINIMUM LAP SPLICER ARE AS FOLLOWS: #I! 6' -5' X6 TOP 1' -9' COLUMN ---- –'� COLUMN' I i ® F� 01 #6 (TOP) 7 I j I ^ -4 ➢!ER d I I 'DOTING � 2 - p 4 I 6 @O 0041E 1o"MA%EPA. ---------- nx A! ONO q Or PER iq 6" NAX SP A. FER➢ENDWI,AR �[ FIER : p TO !,P k 4 OF0 N PER OHOOK AROUND PLACE m PULE 04iE10E OE COLUMN ° � HRS LINE � HOOF AREp.— I 0! UMN R (TY 3 i 3 F.J RE /II 5££ "PIE COLUMN 'NFORCEMENT' SHEET H5 -0 20 5501 16 57 SPA, 0 TO' KF ' 6' ( (TOOL _ _ ® #'i - 114 SPA. H 5" MAX. = Y9'6' (COTTOMi k!I BOitOM PLAN SECTION A CONST. Jr.. w ROJ6HEN_D SURFACE (TIP) M. #6 TOP 5!I NO J. muwx +F wAex DMGN S 1.5 TO SR 16TAN iE^a STAGE 3 - WIDENING ®RQUEMER #PN,,,,yT xG y Washington state im AND SR 515 INTERCHANGE 5�p RE168UE0 NOUAN O. xENf NUOX PACIUDE: DRpaNnent Of TEanapGatatiDn rv� 8 1FISY� RELE4aE0 ROR COXEIRUCTim �EA KOWN 0. HEMOMISON 7624 �{ ! BENSON ROAD BRIDGE °} A pFRYpF FIMLMIGN -M X.GNH! ¢WV #YOTO ®. BIIEITIEP -____— OIC® 4CMTIYP NCTABIL � Ni r i' O S i E PIER CONOTRUMON JOINT FOR Wl ROU3NENE0 5URFACE CODE T- / 095 LME n— - -_� / - LEVELS ___ __. _ 1�E wERS NI rn5 _ 11'.d 316- i5_I "_ _ q i (5 T' _� V 4 31B ,• P L LT. COLUMN —J i� "�E RT. COLUMN E CIROEK A ¢ GIRDER 6 _ r / /`••_ -E GIRDER D N ('61'Y)I 5ECriON A ELEVATION AAY EOP 5LAV 'FR AND INTERIOR SFACE OFR BARRIER. •*NMEA5UREV NORMAL TO END OF CRO555EAM, ENPERED BY CNECBED BY I DESIGN x IOM nAn MANAGEW: xx J.66UMAN 1. xatil oaswN 1� PASa A.G aER t } .. ..�....eee.... ee..e.v.� OE[fInNEW FACE OF 6' -d WIDE CR0555EAM 11 5/16 "J I I �1i 9!G OAK BLOCK DETAIL GITUDWAL DIMEN6iON5 MEASURED ALONG E GIRDER. E PIER 10" T- SECrrON B E PIER KYABLE OE Ef EVATIONS AT TOP OF OAK OLOCK5 TYPICAL EACH END _ :. GIRDER Al LO A"" E OAK 9LOCK &I ORDER (TYP.i �. E PIER M PLACE /YYP,) FACE OF 6' -d WIDE CR0555EAM 11 5/16 "J I I �1i 9!G OAK BLOCK DETAIL GITUDWAL DIMEN6iON5 MEASURED ALONG E GIRDER. E PIER 10" T- SECrrON B E PIER KYABLE OE Ef EVATIONS AT TOP OF OAK OLOCK5 GIRDER 0 101.52 RO.4tl 2-5" 2-q, VIEW C LO A"" GIRDER A OIRDEK 0 GIRDER C TIER J - 5PAN 2 10298 W. 102.06 PIER 3 - 5PAN 3 102.55 102M 10195 '11 EL£VATiONS ME.i50RE0 AT E OAK 5LOCK5 AND E GiROER, 7 �, I I I L..E..I a E TAPP Washington State Department or Transportation 1.406 15 TO SR 166 STAGE 2 - WIDENING AND SR 616 INTERCHANGE B® -0.18 5`4 T2 - BENSON ROAD BRIDGE PEER 3 PLAN AND ELEVATION R 9 i' 9, IN pI MT. OAKEN PIGMENTED ¢ COLUMN t PIER g SEALER ( TYPJJ A dKp1 .7 I -MT. 5Y. HELENS PIGMENTEd I SEALER ( TYP.) ¢ COLUMN Icy I (fJ -ML 5AKER PIGMENTED VARIED 5EALER (EACH END. FYP' a:.RI¢S VARIES ri I FF r }I ry M tr PM «R S COLUMN = E PIER Lt VEt g i Mt TAKER P16MENTEO SEALER (TYPV aJ IT2 LLK \ \ °O'O'(lYP.) - YrPJ . 45 I 1 4" GAP FILLED WITH - EXPANDED POLYSTYRENE y R f8'.d'(YYP.: ...COLUMN SPIRAL. W, - R = 20'- b'(iYP.J NEINFORCEMENY P.T. —R - 15' -b h` (TYPI ' -- OUTLINE OF COLUMN :ONckr7E (TYP ✓E(,Yr.) I C ! Y ¢ ION y P i .--- - - - - -- COLUMN RECESS DETAIL 4 z •I min ry _w 5•, s u r. sw_ -. bu• V-z • 2w NI l 8 ( F Y I (F.LE T rP) i MT. 5T. HELEN °v PIGMENTED' `✓ ^' -°k" CHAMP R SEALER l-yPJ `T vg (NP•) @YMM. A ` I 4ON TRUC'ION JOINT W ._._._._._._._.- _. \ 64 WITH ROUGHE.NE05JRFACE \ \4 —TOP OF FOOTING I. YOP dF i'OtlTING� `f COLUMN = i RED a iii 'LYPJ /i YPJ SYMM. ASOL'T x N YP.J G COLUMN f B 2-3- -. 2' -i„ I J I � COLUMN SECTION C COLUMN ELEVATION VIEW A NO. ISSUE DATE 166UE RECORD - DESCWPnM DESIGNED BY I ENTERED BY CHECKED BY DESIGN w.XloX arArz NANAU.M X6 .6YthJ d' I e "Ir 1.406 J.6AUNew va wear 4Gl BG•P18 E ® 13 TO 188 oEelDx (((F��}} '10E e ocnant XEUSUeo X. XWAxaxa D.IffleUE N P. WMTHER TASK LEAD: { { m STAGE R - WNING 1VLi0B RFlPYB- ELdNINATE IBOFT RA w N. JUWPAWQN6..... D. HENDEREON RGUENTHER P.OUENIMER BoM =xp. kSlj G� Washington State AND SR 616 INTERCHANGE as+' 1VIV09 R1.- CXAYFER DE!!JL KJUWAWKING D. HENDEMQN P.6UENTIWR PACKAGE: aRLl� t{ 1` DapeTtrn6M OB TEBn6p6Mti 0 IVMNB RELF.APED FGR COX4lRUCi10N -'JA KJUNPAWONG YDTG P.6UENIXER %624 BENSON ROAD BRIDGE G2.3 A oXeaa6 FlHeL meElGx -u KJUwAwoN6 Kfift N.9NANOM B.NAUELJIXAOEw oP.,...m }` PIER 3 SECTIONS AND DETAILS °�' 9 i' b a 0 E a° i € S CDLUM.0 I I I 1 4I �( 1 ( _ I I i I i x j I POINT -1 SEE DETAIL I THIS SHEET R5 30 RS 08 R6 NOTE: x SEE "HOOP TERMINATION DETAIL' THIS SHEET. xx PROVIDE SNEAK IN HOOP TO ALLOW PLACEMENT OF CKOSO SEAM ANN DOOMS R.INPOKCEMENT. xxx .SPI ICING OF COLUMN LONGITL'OINM1 REINEONCING SHALL NOT OF ALLOWED. N #K ,TYP.IwroN �a DETAIL 7 LENGTH OF WELD Haav OAR— f - SHOP WELD ~ aR FIELD WELD OR 4!E) ll2 S( E) L SHOP WELD WELDED LAP SPLICE DETAIL WELDING SHALL MEET THE REULCKEMENTS OF STO. SPCC. 6-O2.3(24)E FOR WELD DIMENSIONS, SEE rAVLE BELOW RIDEPEFORM£P BAR . F or GR.. WELP PiMEN51ON5 h E LENGTH (L) RJ HOOP HOOP TERMINATION DETAIL —7 (TYPICAL ALL DISCONTINUOUS ENDS OF 8pCP5) STD. ON- .HOOK (TYP,: FOR FOOTING REINFORCEMENT, SEE "PIER 3 FOOLING DETAILS" COLUMN ELEVATION SHEET OG -O -v 'FOOTING SHEAR REINFORCEMENT AND CRO55 SEAM REINFORCEMENT Nor SHOWN FOR CLARITY) J. EAUIMH 1,I MIGN ASK OZ wm Y. GUENiNER cvymam PaGKAG£: 7624 OAR 1. 15 15 4, ABOUT `R HOOP :14 DIMPLES OF 2 SPACED) NOTE: FOR OE CALLS Nor SECTION SHOWN, SEE 5_CTION(D B 5ECrION c 15GP' 14 W V -O' h (TYP. EACH CORNER) 5 - fI A5 I YP. EACH. CORNER) . DO NDT E%TCNO INTO FOOTL4'r OR CRp55 BEAM YM.M. ABOUT FIER RT HOOP 2O . ® :14 9UNOLES OF 2 SPACEPj 5ECrION c y i! r+.3 0I a6 �i X6 ® P5 +5 [33] a6 ®d5 j'+j9> =;;1 e6 ® +5 [3? #5 RE I._I��....� i 5 SPA sB 9' 5 SPA. W 5" /l 5 SPA. E S' 2°W d5 wlI -\ ' -d' r t.b' ®d5 F5 2... ab_ 0° rl _ IIY 85 db 2 % - �� P5-r, ( Id6 - -T A6 S7,3 5 2. 9TIRAllP (TYP.J �` dk fCR SPALM6. u57X ®tq SEE DEYAIi E % $11 .6 t fY % FOR SPACING. BEE r ® f6 i ®PE- fly —4 f q `a (iYP EP. EN➢J 14 iCR'y�/ j 0 I i M.6 ^` COLUMN REINFORCEMENT - 1' j `-C GIRDER ,5 / I�'Y %RS USE 9UiT' d5 Q LT. LOLUMN� f \ PROFILE OFAPE ' TOP (E.F. TYP.) DETP(LI \`C GIRDER GPT POINT & FLANGEF(AnOVEJ p ,� NOTE: 2 SETS OF S d6 J -BPRS RE!NfORLEMENT SYMMETFICAL U 4 GiADER L ty OELR SLAB REINFORCEMENT 2 SETS OF 935" NOt SHOWN FLk CLARiYY. PLi. VERTICAL 4ENGTHS 21^ 0. 3!Y G' 2 SETS OF YYP. AT LT. COLUMN A8O0T #k PIER 2 SET?. OF - ---- -� �ALY VERru f YYP AT XT comMk SECTION p - - -- (iYPJ I 2,.0, E RY LOIUMN (TYP.J I u_ I lam" Y 1 II T— I I 0 %y�i M10I — ii I Ste- a a p _ - -_• it �'.. 2- 522 F 6 d4 - - -- - - -t ®Y kib R 4 X5 �'Sm2y5gA5 � ®a5 ®XaWE ram ELEVATION —Z9oL x6 Lw P5 Cizy aS ` - "'-£ODE OF TDP FLANGE (.AOOYE) GIRDER O SS 6 NGTNS 24" A.A" -"- ° 'x`26'. +10 OLJMN REINFORCEMENT Ty') .m ®#S im PIER 3 CROSSBEAM PLAN AND ELEVATI co IR • C, Y O 0 a SPACE AC SHOWN ui 928 6i (E.P.: 3A�jP 1> I .SYIRRUPd`x6 I 29 46 (EF.) *3R ALTERNAYIII M A.40 223 @' 32 e!0 STIRRUP END HOOK 0t9 �j 05/16 Wl HO, SECTION V 2 --2M87 VIES (TYP.) DEralte I4 CON5rRU6TI0N JOINT WI KOU6HENEO SURFACE (TYP.) 385 TIE VECK SLAB SPA. ^.E M1$ SHOWN SEE UUCT SPLICE DORF.- /� VEFfiii (YYY.) >a_a-n. �n�a s/ cv -n-sv -v�a v- ar v- vv sv-o -s a/! a •e a e sa I i6 35 Y4 I I I I � I I (yam. I 1 I I I I I I 1 I I I I � I I � I SOAK 9L.hCK I '.. X15 TIE L STIRRUPS I C6 jEF.J SECTION C 8G-0 -21 - - -- r ' ' -EOGE OF GIRDER 101 A5 5HOWS Z /,�.. FLANGE (ABOVE) £ H l W P!AR OLUMN NFORCEMENT ENO OF PC, GIRDER DETAIL E `�—€COLUMN LEFT COLUMN SHOWN. 8G-021 916HT COLUMN 51MILAR NOTE: ADJUS LON61TUmNAL BAR, TRANSVERSE STIRRUP AND THE TIE SPACING A5 REQUIRED TO CLEAR COLUMN REINFORCEMENT. w_ 329 a5IE.P)- L�IAAX .22 STIRRUPUPPR '# +M ALYERNAYIVE TWO PIECE BAR ALLOWABLE GVER THE COLUMN5 L 2'-0 MIN LP.P SPLICE VERT. —2 O 9'R7 TIES (E.F @3¢';84 TIE jTYP) V e MIN. LAP' SPUD 2 M17 TIES (YYP.)R" ]4'v TIE 8- 5�^e RIO 14 TIE (TYP) MIN LAP SPLICE REINFORCEMENT OF ROADWAY ' SECTION D vLAO CG D 21 TOP OF P.C. <NDOEce - OPi(GNAL `5'SPP;CE AS SNCAYN ON DETAIL E. CONSTRUCTION IGN JOINT THIS SH£Ei. DETAIL P AShUMN 'II 3 lI'I fYe$10x e TV TABH LEAK P. GUENTHER OpNyRAtt pP Washington State PACKAGE: 7624 WDeparlsinontofTninsporl R OYE: I '1 THE CONYRAQOR SHALL MEASURE THE HORIZONTAL AND VERTICAL DEVIATION5 OF THE DUCT. FROM PLAN LOCATION5 AT THE SPLICE LOCATIONS IN FIELD, THE MEA5UREP PEVIATIONS SHALL BE SUBMITTED YO THE ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF ANY REINFORCEMENT, DUCT 5PL10E DETAIL -*-2 1405 BO-0-22 1.5 TG SR 169 STAGE 2 - WIDENING It AND SR 515 INTERCHANGE ° BENSON R AD BRIDGE 620 PIER 3 CROSSBEAM SECTION AND DETAILS BRG. Cy�� I 1 I SHAFT SPIRAL TE.RMLLA7`10N, �I (cc SEE DETAIL THI5 SHEET I � E;;�7= ELEV. A TOP OF SHAFT I L j �ylw�s a� II CON45T. Jr. W! ROUGHENED SUFFACE Of xx PROVIDE GAP IN $FINAL TO A.LIDW PLACEMENT OF PIER CAP REINFORCEMENT. NO 6 - C5L ACCE55 TUBES CITE 5 - C51 ACCESS TUBE, I PSOL b�L> ® EP. SPA. �,.,..�' 4' ® EO. SPA. 6- 5(E} L / WELDED LAP 15 -4D1 d:4 BUNDLES OF 2 O EO. SPA. WELDINU SHALL MEET THE REOOIREMENT5 4(YJ�114 00hPLE3 : C�_O. SPh. BP.RS YOTAL) Y i FOR WELD PIMEN51ONS SEE TABLE (JO BARS TOTAL} Q WELDED LAP SPLICE DETAIL f[FTU3 OF WRAPS Y I \ f ti 402 10 SPIRAL ` OR SPIRAL �. 5ECTIONr /A\ \ 5ECTION WELD DIMENSIONS CITE 1 5 1 E LENGTH (L) #6x 3/% 1 3110 6- x ASTM A700 OR 60 T` AEI r n1 �I. WE!D ftELG WELD 09 5(E} L SHPP WELO WELDED LAP WELDINU SHALL MEET THE REOOIREMENT5 OF STD. SPEC. 6-02. 3(24 )E Y i FOR WELD PIMEN51ONS SEE TABLE ABOVE WELDED LAP SPLICE DETAIL P Y i OF WRAPS �. SHAFr rAaL E WELDED SPLICE S ,y [.STY. _5 BOL OF SHAFT _ AT END OF SPIRAL ELEV. e NO. L'ut V'i - PIER 5HAFT A 5 TUBES SPIRAL BAR-- ^- `FE 'WELDED LAP SPLICE DFYA(L" THIS SHEET SPIRAL TERMINATIdN, ;iW LT 3232 52.0 -� 5 SEE DETAIL THIS SHEEY _ v' ry (r-P.) 5' 0„ w: p MIODLEi. 31.62 52.0 5 LONGIT. VAR SHAFT ° x �', Ri 30.33 52.0 5 SHAFT ELEVATION o a SPIRAL rERMINMION PIER 4 PAL `OU 'N (rYPICAL ALL DI5LONTINUOU6 EN05 nF SPIRAL} B NO. ISSUE RECOM - GERCRIPPI ON DESIGNED OF ENTERED BY CHECNEO BY DEBON 1BAUNAN ''"I.4 4 ®6 a Waex _ s z 1-6 TO SR 169 ®ia -$i.i3 UMUEMM T7 LSTAGE 2 YV9DENING P.OYEXiX*Washington IX+kL S State AND SR 616 INTERCHANGE I "I n REASEO S. MNFORCINO V.." o mella swel S.0.0UH IPouawni 1BOLE oes'e'a PACKAGE: p Department Or Transportation RELERSEO MR CONBIROCYRIN -RA .NE. O.IffNOERSWI RP`e BE'NSON R ®AD ®RIDG°E A 0.0 RESIGN -u a,NELBoe D. xEaDEReDN .Romps NNn1 PIER 4 SHAFT DETAILS ,p 1 -PRO LINE PROFILE GRADE AND PIVOY POINT PACK OF PAVEMENT SEAT ELEY. 109.25 K5 ETA, 117 S&F34 EVGE OF PECK ABOVE / - `^ _EtEV. 105 FT 1 ._. _ �i A I Kt I � • J__ _ __ _ ____ / - . ! - 4.0. a� t GIRPER 1A _/ (< " {t, '� 5!4 UI FAD PPP fYTP.J �' -68001 PAB (YYP.J / I 0. / ¢ I 20 2 Yt 31RPEK !D vIR ➢[R IL / / RIGHT EHAFS 1 LEFT SNAF` -EDGE OF PECK ADO' /E C` MIDDLE SHArT y1RPER R, EPGE OF PECK ABOVE PLAN 6TRPER STOP FOR PET, [2 SEE 'PIER I S 4 PEYAII SHEET 50-000 (TYP,j OIRDEK IM1 � —Q GIRPER ]9 �- h —B OIRPPK !4' �t GIRPER 1D I j I � I I I � I I � I I I � I I � I i I I I I I i I -ELEY. 4755 *FLE'L 9)A4 -EIE' /. 89.65 ; *ELEY. SEES Ij�'j Ij�}'�I j�j � -- *FIFE Pool rv.Vi'....w..x °.. °..rvn ..... ..... _____ I i I 1 I I ' i I r--T�I AELE'✓ 55_50 -.... / I'LEV. I ' - Q 5' -fYd SHAFT I I L ( L YYP.J ELEVATION (51106N LOOKING AHEAD ON SrAvomuc+) SUE RECORD - DESCRIPTIUN DESIGNED BY ENTERED BY CHEERED ER DENON NANAGER: J. BAWMN wnGl � `' DESIGN DESUED N. CDAN D.NENDEREON P. GUEMRER TASK LEAD: IBUT CONSTRUCTON MM ADDfDON x.QUAN D. HENDERSON F.WEKTNER P. GUENNER CON1PACi MO. 1-070 REWSED ORDER STOP N. GUAR P. WDLVERTDN f.OUEXTHER PacNAOE: fi?1 REARED FOR LwxamDerroN.v, E. NELSON O. xExwnwa a. RJUA 7624 MAL DEa" -PF ENEISOX N.xnANaTD B.ROIz VERTICAL CONSTROi JO NT (T' r5 O I T A\ S DEARINia PIER 11 F ti HOWL REVEA' FOR P -"4.-'5 SEE "PIER 4 SECSIOVS Ab'V D SAILLP SHED-, So 0 26 (TYP ) ELEI NOTE I - ELEVATIONS SHOWN ARE TAKEN AT t PEAKING ALONG PIER 4 2. GIRPER STOPS SHALL DE CAS! AFTER OOPERSTRJCTORE w HAS SEEN ERECTED. NiY 3. PIGMENYCP SEALER SHALL 3E APPLIED TO ALL EXPOSED g� SURFACES TO V -0" MIN. 5ELOW FINISH GRAPE Sa AdFAL 9 I -408 B(14.24 1.5 TO SR 185 W STAGE 2 -WIDENING Washington State Department of Transportation AND SR 515 INTERCHANGE g77 BENS N ROAD BRIDGE Gi3 PIER 4 PLAN AND ELEVATION "�' i h P Q} 424 95 N � 42E W4 cif 1 6R � 422 4 ® 35, / 41 85, L41 1 35 / 410 --------------- ®35,x]35 /�k GIRDER fA �`— 14Tf 5 I / L' 0,90 FR B 419 #5 L T 15 SP 1 d 15' -0 i P BRWEE.4 SNAFT5 Eg ®i5, �jR5 41115 #5 I GIRDER IA ¢ GIRDER fB I I i Q SHAFT I 1 _ —,405 15 (( — L R j _ == - SHAFT . BO_ RLEMENY L j. _ -] 5£E Hr. @G -0 -23 T MAX. BRS JNE 6� P5' 41! d., PRGFiLE GRADE 411 ANV PIYbi PCINY - 'E 6 AFING i J 4 IADEA IL i PIER 4 1 /)( / E 5 0 DIA. SYAFi / PIER 4 i � 4 GIRDER X .410 05 f] F5 [03 GIRDER Si RP FO R OETpIL5 5EE J ` 5 SPA. tS 1 -U MAX. = 2 3 (TrP. EACH 5HACY -iER 1 & P D£igLS Nf 5!!EEi BC +DDB PLAN *ADJUST 5PALINO TD CLERK @HAFT LONGITUDINAL AE!NFORLEMEN' 414t]®]-D_LmF & 4131 t4 ®]4XVF) I I � M34 (N, F.) fi !'� [GIRDER 1C ¢ O.KOEK !D 35 (F.F.) GIRDER SYDP FOR VETAUi `iEE "PIEK 1 6 4 DEYAILS" SHEET BG. -R (YYP.) 11 -a 311 W/9 D' MIN. 5PLiCE 1 f YAG6EA 5PL1_E_ MIDWAY �J ! 1 BE MIN 5!iM1FT`i) LID C5, ®d5 4j) s Q 1� f VCKT LGN'vP. P �yMQh� �34® P35'.34 b 411 .5,P]6 R5, 41] k° `EFL �t S 4]i yQr laic $ j 6F4]] 15. F4--2115 = 4 ] Y B TAOC; ER Y V LICE5 ' MMIDINW. A5Y EEtW£EN SHAfr5) I _ P LiCE I L ELEVATION LOOKING AHEAV ON 51 P. GUEX m IGR4cT PAGlG1GE: 7624 1-5 TO SR 169 AND SR 516 INTERCHANGE • i e 0 PAVEMENT SEAT P. — ¢ SEARWO 1 PICK 4 1 m, 4S Rom #5 z: S1a 1 4IB ar, aes a4 --., o-c i i14 8] .0NF,TRULTISN :OIN,­ Lt I BR rcr CF 550 ELEVAI SE_ SHEET �O9 05 B V,0- � ALrMNAYF 11 M421 Y1( FGL:. LEHOTfl WITH 9 - -0" MIN. SPLICE (SrAfX,Ek iPLI( MIOWAY BETWEEN 5HAFr5) S - X05 d5 i5 A r -0' 4ti SS ® I' -C" - 404 15 SPACE EQUALLY �1.' -fJ' NpIN. SPLICE) 41C; #5I If T,UK° AJJ4'5T SPACING YO CLEAR SHAFT LCNLIIM NAL RENFOKGFMENT. SECTION A Kk ALTEKNATWE TWO -PIECE PAR DG-0 25 ALLOWABLE OVER THE -0 -2 pry IMN5 t 1 2P MIN-7 LAP. SPLICE I E SEAMS VIEW g EAST CORTALY WALL SHOWN G9 -25 WEST CURTAIN WALL SMEAR Ce kFYEAL -- .AU MINI.— ' SECTION C SECTION D MASK WALL GO -25 CUPYAW WAIL -4Y REVEAL DETAIL y e nv. avc w �eaue ne 4C91NX CXI[X[O bT GXEGREM ®Y DE81OK iNNAOER: pq un e�nie „ 4VFb� i } '..' I ' 1405 xuuNAN E RuFn ry D ® IS TO SR 169 DG.0-26 y 2 MWIll REIEEUED Y. PILIX O. NEAD7Emm TARK LEND: 1 j STAGE Z ^ WIDENING C2M2M0 RFIN1 - PIER ®GP EPI.ICE Y. PX/.N D. HENDEREON M.: rR Washington 5ta19 DMpRE4neM 7nniportatlon AND SR 516 INTERCHANGE RFI n REAMED GV MINE. Y. PXRN D HENDERBdi PAOKAOE: yt ,...' of 1ONi/W RFLFASFO FOR COKBTINOTI0.4 .PW E. NELSON 0.PoENDERDDN IB7A BENS ®N R D BRIDGE �z3 E. NuLsON M. aurnxmo II,-- PIER 4 SECTIONS AND DETAILS .x�X I • i • PIER 4 RETAINING WALL LOCATION PLAN C55 TKA.NSPIOH FENCING-\ TOP OF PEOF5tRIAN PARRIED -, MT. ST, HELENS PIGMENTED REALER 70 P -O" BCLOW FIN15HE0 GRADE WALL WORKLINE a L "N t FINISHED GSAD£ IN FRONT OF WA ACH SLAP ,OF OF 300CRADE SEE WSDOY STANDARD PCA.V G -4 FOR SACKFUL REQUIREMENTS HEEL GRAVFL SACKFHL FOR DRAINS. SEE ALT. ORNNAGE DETAIL ON WSDOT STANOARO PLAN 0 -R FOR DETAILS BGIIOM OF FOOi1.VG -� TIE �'Y`� - - �, 6' UN DE RV RAIN PPE. TIE AETA!N Nb WA A UNVEAIII C56 YRAb'SITION FENC 46 —� —� TO PIPE HFHINO A61JTMENT 7 - COMPACTED 5'JC:iRADE TOP OF YRAFFIC SRRRiER 8 TYPICAL RETAINING WALL 5ECr10N ELEVATION RETAINING WALL 4L ELEVATION RETAINING WALL 4R N07ES, 1. TO FOOTLNG AMP WALL REINFORCEMENT OESIGN INFORMATION. SEE WOOD' .STANDARD PLAN 0-10.10-00 FOR REINFORCED CONCRETE RETAINING WALL TYPE L H0INDICATES WALL OES(G.V HEIGHT, 2 SEE WSODT STANDARD PAN 0 -4 (CONDITION A WITH 6E0i XTLE) FOR WALL ORAMAGE AND BACKFILL REQUIREMENTS. OOTING ELEVATIONS AND SUBSTKOCTUAE PETALS ARE 5UBJ T TO CHANGE DEPE.NOIN6 UPON FOUNDATION MATERIAL ENCGUN FRFD REINFORCING STEEL FOR 100TMG5 AND WALLS SHALL NOT 5E CJ! UNTIL FINAL ELEVATIONS HAVE PEEN PETTRMINED AND FOOTINO DETAILS HAVE BEEN MODIFIED, IF NECES'vARY. 4. THE ALIOWALILE DESION BOIL PRESSURE FOR FOOLISH PESfON IS 4000 T 5. ALL PILUEN'51OH5 AND ELEVATIONS SHALL DE VERIFIED IN THE FIELD BY THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLA55 4000. T CURTAN WALLS NOT SHOWN, y EOTTOM OF TT�m »..TT�e�.�o�.��oo���.��-- .�.o -• _. ON PEN 4 CilAYA1N WALL. z FOOTING ELEf. }} T FOR DETAILS, 5E PIER 4 BGYYGM OF NO. ISSUE DATE �`,.�U 5ECT OH5 AND G TAILS" O-2d {T"PJ ---'"" ~ ~0 e...��«< :.we..� e }} FCQIiNG CHECKED BY DESIGN APPROX. FINAL \� ELEV. BT GRGUM1✓ LINE _. _ .5 EXfSYINO '� -+�_� AR., FINAL m GROUND LINF1 GR'JJNG LIME MANFDER: __ _ ____ _ a _...1 - _ __ 5OTTOM OF F OTINO J. BAUNAN TEXISTINO p ELEV. 950 --- ---- -- ORCLMD LINE B" -29 ______ ___ FOGYMG DESIGN m ELEV. IMlS ELEVATION RETAINING WALL 4L ELEVATION RETAINING WALL 4R N07ES, 1. TO FOOTLNG AMP WALL REINFORCEMENT OESIGN INFORMATION. SEE WOOD' .STANDARD PLAN 0-10.10-00 FOR REINFORCED CONCRETE RETAINING WALL TYPE L H0INDICATES WALL OES(G.V HEIGHT, 2 SEE WSODT STANDARD PAN 0 -4 (CONDITION A WITH 6E0i XTLE) FOR WALL ORAMAGE AND BACKFILL REQUIREMENTS. OOTING ELEVATIONS AND SUBSTKOCTUAE PETALS ARE 5UBJ T TO CHANGE DEPE.NOIN6 UPON FOUNDATION MATERIAL ENCGUN FRFD REINFORCING STEEL FOR 100TMG5 AND WALLS SHALL NOT 5E CJ! UNTIL FINAL ELEVATIONS HAVE PEEN PETTRMINED AND FOOTINO DETAILS HAVE BEEN MODIFIED, IF NECES'vARY. 4. THE ALIOWALILE DESION BOIL PRESSURE FOR FOOLISH PESfON IS 4000 T 5. ALL PILUEN'51OH5 AND ELEVATIONS SHALL DE VERIFIED IN THE FIELD BY THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLA55 4000. T CURTAN WALLS NOT SHOWN, y NO. ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN - MANFDER: 1 I I( � 1 1 1 1 I J. BAUNAN I -S TO SR 1SS B" -29 DESIGN S ® TASK L£aD: x STAGE 2 - WIDENING MOD"! REMUED KOUAN D. xe$DERBDN P.DUENTxEa P.$UENDLER !176324 l W$$hlBgtoB St$fe AND SR S1S INTERCHANGE _ 551 08N #IIm RFI Rd1 ®R£YIiED RW UPIDIN ®0.91N �TA16 HDUAN K6p1ENY8ON P.BUEXTIER pACN0.DE: D$p$a6nont OP Tn@nspolffitlon " ®m® @ 1.742 RFIFA$ED FDR CDNSTRUCTIDX -@/L E. NBI8DX &XENDCR@OX P.DY @XTH@R \ \ BENSON ROAD BRIDGE �`�- A &WB@ FlNEL DEBIDN �L E. NRJON T.6FLB P.DUENIXER PIER n RETAINING WALL DETAILS er. 0' • i e IN 91'.8• PIER 2 -¢ €A2 m4 x { BRG. A(ER ( -- ♦ 0 �n I-b M SR 158 i. ��usaN ` Sf n. rtc•tt SV.JY TANN M%D: acvssna:R f ( t "o ° ♦dt /5'lllp Washington state DepaAment of Transportation STAGE 2 WIDENING AND SR 616 INTERCHANGE _ rSy. Poxm.m Ra PAOSaos: -FJGE OF 6146 RFC -2A EINTEWEDIAT£ �DIAPNRAOM ¢ MHXA&M ATE _ /// 5 iNTERMEPfflTE BENSON ROAD BRIDG Gz' .....a SPAN 1 8 2 FRAMING PLAN JJJ!!! �JIhP %fAGM / / DfAPHRfiGM q•1, t v iMg. IA v s, a sR+• o + T it Y. \ a ! + \ \ •, '♦gyp 112 a m ♦S' 8R5 LINE '•:' .•, - - -- - - - - -- v A N 9 E'2P..YP v fi y N ✓ ^ EDGE OP \ 05 SU + \ m \ \ � 595 LINE HR5 .. -EPGE OP P£L6 DD s STA. 112»&935 STA. 11P,5 FRAMING PLAN 5(h :0 ALJNG 3K5 LINE E DIP. °HRA6M y "'ta5t� !x'.1n1}R4i�1 i.�}}.SYgIia8ltSi"d Vim.... ¢ TEMPORARY SUPPGRT d L1O5U9E /OUk ¢ RM1R FLOCK REFERENCE 1)XE �" / -E 1NYERMEDIATE -EDGE 3F f INTERMEDIATE S INTERMEDIATE - -E INTERMEDIATE `E INTERMEDIATE CY y1 / DIAPHRAGM I SLAB �DlFPHR.iOM + DUPHRAGM DIAPHRPo. / OWHRAGM h. \ + + ¢OIR 2A- 5€GMENYt ` -.._ 1 /.' :4 ._ ¢ GfR 2h.5EOMENi 2\_ _._._._._._.— A ♦ Iy y . + be v • + .A y... ♦.... _ _ 'v _ _¢ GIR. 25 GI4 26 - 5EGMEN_f 2 _ _ .,•' 114 TIB "y '♦ 13R5 LINE t,. a (GIR 2G 5 €GHENT ^ °629,., F v ` y • 23 , 22S5E.G9 "E N- I F OIA 20 MOMENT 2 cw5N9e _ __._._. _. _. - . ._ ••° \ POUR (TYP.) —� EDGE OF DECK &LAS FRAMING PLAN co .o sM,R B B VIAW I-b M SR 158 BG -030 ��usaN TANN M%D: acvssna:R t "o ° ♦dt /5'lllp Washington state DepaAment of Transportation STAGE 2 WIDENING AND SR 616 INTERCHANGE _ rSy. Poxm.m Ra PAOSaos: RFC -2A 7524 °" ,. 1 *' BENSON ROAD BRIDG Gz' .....a SPAN 1 8 2 FRAMING PLAN co • i P a 4 PIER 5 -E OAK BLOCK ��{yl PII DR N P. 0G D0. AT / // C INM IATE M i INTERMEDIAE CLAP DIAPHRAG / DµPtlRAGM _SEG_MEN' t .`._ _______ _ _ _� y - 43`6'tL6E N \ 2 5 4 Oe_GIR 8 SwOMEN 1 1, SKEW K SKEW 5 , M3 °26'25 6'E ( 45 SKFN�,f\ " ?° liF C,J CCCr+ 595 LINE • F CIR 9C vEGMENT 1 � � 62 ' T ' 30 SEGMENT 1 \ ......_ - __ Y CLOSURE EDGE OF DECK PO4!C (TYP) 5LA9 MOUND DI ION' ARE FOR HELENv FIZAMI NG PLAN sIAN 3 DELI SE_ MOR 96-0 -30 FOR SPAN 2 -Z -'--__ ELEVATIONS AND LOCATIONS OF Q OAK SOCKS AT CLOSURE P0093 ELEVATIONS ARE AT .'OF OF OAK BLOCKS � $FAN NUMBER 'EFT OR RIGHT OF F SUPPORT GIRDER STATION AtONG 5 -LINE OFFSET FROM B-LINE We OF OAK BLS LEVATION 2 LY 0-9TA A 11455.55 -15.75 104.99 2 LT 0 -5TA 9 11460.16 -5.25 104.60 2 LY P -5TA C 11498E6 2.25 104.21 2 I.Y P5YA 0 V49IJO 12.95 103.52 "b� $ 4149011" R RT UP -5TA A 11464.86 1675 1U4 .B2 2 Rr UP -SrA S 11435.36 -0.25 104.44 2 RT UP -5V. C 11455.65 2.25 104.05 2 XT UP -37A D 11496.55 12.75 103 3 LT 0 -5TA A 11662.65 -16.16 ID0. 99 3 LT 0 -5TA 5 11673.74 -7.67 99.85 3 LT P -9TA C 11654.85 9.47 99.51 5 LT D -5TA P 11096.07 IP.66 96.76 995 LINE na ' SYA. 111r64.B5 P.L. 3 RY (IP -$YA A 11511.85 -15.70 IOO�2 5 Rl UP -SYA 8 11682.98 -%,62 995] 3 kT UPSiA L 11650.19 5.55 99.02 3 RT UP -SYA I D 11705.44 14,8; 35.47__ PEDE5TRIAN BARRIER + a/ CEO £IDEWALK PAYING -5" 50WK - o.oz'1Fr. 2 - 2" 01A. R05 CONPUITS- IN BARRIER IN v" IN SIDEWALK ®B" MIN T \ SPACING Y pN!)ry} REtl8UE0 N.00AX D. XENCER9ON P.OUFMXER TASK 6EAIl: OY#Y90 RFl i®O OAN RIOGii AT TUNIC $IftOLRORE N.OWX KIARENTEDN Y. PXA% P'MIFHIHER t7624 RODKN p. NENpEIMOX Y. YNAN PACKAGE: 10@]NP tfEtFAEED FOR CONOYRUCTIOX -]A E. WLSON p.%ENBEMOX B. ROD# A I O&OkRi I FlWS DESIGN -YA E, XFLEON I. M96YERTON B. ROD% CROON 15' -1 314• 9R5 LINE PROFILE GRADE A PIVOT POW 23.10' Rr, TRAFF-1C BARPJER- 5INOLE SLOPE i L WFIOOPTG 1 P.C. GIRDER (TYP.) �B 9RG. PIER 4 ' I. E IN'TERMEPIATE EDaE OF - JIdPHRhGM STAGE 2 - WIDENING 'vLAO AND SR 615 INTERCHANGE BENSON ROAD-M-313GE 51-34 M.7-. Y \ e GIR 3A -. EGME4T 2 . Zs y$ "b� $ 4149011" 5. t401B' /N _. v1R 3H SEGMENT 2 !f i® 4D 5 &T6T SKEW ` 50 52 37`a� C`G'.F. 3C- 'EGMENY2 � K 50 255L- ' AIR. 30 - SEGMENT 2 EDGE OF 51A0 995 LINE na ' SYA. 111r64.B5 P.L. y R =419.044 9=419 0 DRS LINE.....__._ 9R5 LINE PROFILE GRADE A PIVOT POW 23.10' Rr, TRAFF-1C BARPJER- 5INOLE SLOPE i L WFIOOPTG 1 P.C. GIRDER (TYP.) 1-5 TO SR 169 STAGE 2 - WIDENING AND SR 615 INTERCHANGE BENSON ROAD-M-313GE ENO OF I IS 0 UT NP e a APPLY APPROVED RETARDANT FOR W ETCH TO 510E FORMS OR K" F'OUGHENCP SURFACE TREATMENT 6Y APPROVED MECHANICAL MEANS. SEE "PLAN -'NEB FTCHLVG AND FLANGE CLIP DETAIL" ON SHEET 00.00 36. %, X5`X COMiT AT OF EX `1 3' CIA, HOLE FOR END DIAPHRAGM REINF. SEE j "WFIOOPYG SPLICED GIRDER DETAILS 3 OF S" SHEET GO-O 3 FOR LOCATIONS I k ORG HER 1 OR 4 f..p. P BPL(CE (YYP) LAP 5PIICE (TYP.) 05 SEE bUCT SPLICE DETAIL" G8 AN 2' -0' CLOSURE —SEE GENERAL NOTE, SHEET FOR COLN STRENGTH: DETAIL A Q INTER.MEOIATE DIAPHRAGM /TYP.) FOR LOCATIONS. SEE "SPAN 1 & 2 FRAMING PLAN' AND "SPAN 3 FRAMING PLAN 6 TYPICAL SECTION' SHEFTS BP -0-30 AND 06-0-51 I ON THE INTERIOR EXTERIOR GIROERkk ADJUST HOLE LOCATION VERTICAIY TO M155 POSTdEN51014ING GUCTSkx PRECAST LONGITUDINAL SECTION kMEA5URED ALONG GIRDER GRACE OCR GIRDER SCHEDULE ON "WFIOOPTG SPLICED GIRDER - DETAILS 5 OF Y SHEET 50-0-3E 7UCT SPLICE DETAIL NOTE: k THE CONTRACTOR SHALL MEASURE THE HORIZONTAL AND VERTICAL DEVIATIONS OF THE DUCTS FROM PLAN LOCATIONS AT THE SPLICE LOCATIONS IN FIELD, THE MEASURED DEVIATIONS 5HALLBE SIISMITTED TO THE ENGINEER MR APPROVAL PRIOR TO THE PLRCEMFNT OF ANY SPLICE KFINFORCEMENT, ENTERED 8Y CHECKED BY DEMON ROMPER: .I. BMNWN DESIGN TASK LEWD: P. DVEf1YNER ENO OF NOTE: ''\OMIT HOLES AND PLACE IN5ERTS ON THE LIPmIOR FACE OF THE EXTERIOR GIROFKG PLACE HOLES AND INSERTS PARALLEL TO SEEN. INSERTS SHALL SO 1"O 5UR4E Hi TENSILE, IANCAS'.'ER MALLEABLE, OAYTO.N- SUPERIOR F -62 FLARED THIN SLAB /1" X 4W) FERRULE INSERT OR APPROVED EQUAL.(TYFICAL) - kkFfNAL ASdONSTRL'CTED CLOSURE POOR GAPS 5ETWEEN GIRDER EN05 VARIED FROM 2' -2" TO 2' -3". i GIRDER 6 4 DUCTS STRAND PATTERN AT � SPAN STRAIGHT STRAW LOCATION 5EGUEA'CE SHALL 5E AS SHOWN (1).(2) ETC. C.6. OF CL05URE POUR I I + -m xxx If DUCTS I TENDON IN DAD CURVE STRAND LOCATION DETAIL NOTE; xx TENDON ECCENTRICITY FROM DUCT CENTERLINE IS APPROXIMATED. CONTRACTOR TO CONFIRM 5A5E0 ON DUCT SIZE im _. TO S 1 169 I STAGE 2 -WIDENING ♦ r AND SIR 515 INTERCHANGE i Y i IN Y O b a I BACK OF PAVEMENT. -� SEAT FIER I I I I ---- - - -... - j I - - - -. _ - -G. OF LOT Of (FP) D2 (FT.) DS (FTJ (i0 FIER 3) .�� POST-TEN5IONING TENDONS j y D2 DS ll END OF PKCCAST GIRDER EXI LL N.J . EC9 (IM) wj I TOP OF GIRDER EE? (IN.) S'i Mu GIRDER_ _ _ INTEU- I _�COM1'TRO! POWYS I wl£ .. - -• '- E OAK BLOCKS ----------------- �• ............... _ ......... ^¢ AR2 FIER 4M --__� 3400 3048 242 53.OB 18.02 25.88 103_50 25.BS 26.74 C.G. OF TOTAL 53.50 19.00 _- _ -_,_ -- -- .. _. -^ 40.00 22. ;3 14.00 y P05T- FENSIONWG TF ".VIlQN5 31.50 1400 -- 4600 A 8 d 75 3400 5046 24.5 53.09 13.02 s 100.50 BRG. PIER Ix 26.94 106.57 53.50 16.00 24.00 40.00 r�T ;4.06 k OAK ®LOCKS �I I - .<_.- _.__.- m _ I 3 6 p6 %00 3044 25.1 5'.08 13.02 2598 105.50 25.89 DI 106.5? 3.NU 16.00 24.00 40.06 22.13 14.00 4 PIER z 3150 GIRDER ELEVATION ,ly i \. Ni. BACK OF PAVEMENT w o aA KOFPl PAVEMENT ?OV OT GIRDER SEAT VIER 4 � j I NUMBER OF STRANDS - - -G. OF LOT Of (FP) D2 (FT.) DS (FTJ D4 (FTJ .�� POST-TEN5IONING TENDONS j y £bI IN �I ( E62 IN. ( ) EY3 IN ( .) EXI LL N.J . EC9 (IM) EC4 (IN) PARABOLIC C TWEE M1' EE? (IN.) EC9 (LV.J GIRDER_ _ _ INTEU- I _�COM1'TRO! POWYS II _ A .. - -• '- E OAK BLOCKS ----------------- �• ............... _ ......... ^¢ AR2 FIER 4M --__� 3400 3048 242 53.OB 18.02 25.88 °w POST - TENSIONING TABLE MiN. CONE. 4'OMFRESSiYE i FIER 3 GIROER ELEVATION �nNOTES: 1 N + SEE GIRDER .SCHEDULE YADLE ON "WFIOOPTG SPLICED 6OWE9 DETAILS 5 OF 5 SHEET 5r -0 -36 FOR L0CATION OF 4 SRO. YA 5EE 'SPpN 3 FRAMING PLAN d TYPICAL .SEC-POW SHEE] SO.O 31 GIRDER OID NUMBER OF STRANDS PRESTRESSING LOAD kIPS PRESTRESS LU55 R.tii Of (FP) D2 (FT.) DS (FTJ D4 (FTJ D5 (F *) D6 (FT,) D? FTJ ( £bI IN �I ( E62 IN. ( ) EY3 IN ( .) EXI LL N.J EL2 (IN.) EC9 (IM) EC4 (IN) Et5 (IN.) Et6 QKJ EE? (IN.) EC9 (LV.J GIRDER_ GIRDER CLOSURE JOINT JACKING AFTER 6EA'ING A 8 6 P6 3400 3048 242 53.OB 18.02 25.88 103_50 25.BS 26.74 106.57 53.50 19.00 24.00 40.00 22. ;3 14.00 $1.50 31.50 1400 28.50 4600 A 8 6 75 3400 5046 24.5 53.09 13.02 L5AS 100.50 2586 26.94 106.57 53.50 16.00 24.00 40.00 22,13 ;4.06 31.x0 31.50 14.00 2950 40,00 3 6 p6 %00 3044 25.1 5'.08 13.02 2598 105.50 25.89 2694 106.5? 3.NU 16.00 24.00 40.06 22.13 14.00 3100 3150 14.00 20.50 40.00 D 9 5 96 3460 5040 2fi4 55.09 1902 25.99 ]OS 50 15.69 26 ,14 106.57 58.56 1fi.OD 24,00 40.00 22.13 i4.OG 31.50 31.50 14.00 28.50 gOAG P05T- TENSIONING NOTES ..THE CAST -IN -PLACE CONCRETE IN DECK SLAB SHALL HE CLA55 40000, THE MINIMUM COMPRESSIVE STRENGTH OF THE LASPIN -PLACE CONCRETE AT THE GIRVER CLOSURE JOINT AT THE TIME OF P05T-.EN5IONING SHALL OF 4 ksl. 21 THE MINIMUM PRESTRESSING LOAD AFTER SEATING AND THE MINIMUM NUMBER OF PRESTRE551NG STRANDS FOR EACH GINNER 5HALL 5E AS SHOWN IN POST - TENSIONING TABLE. 3. THE DESIGN IS BASFD ON 0.6 INCH DIAMETER LOW RELAXATION 5TRA.ND5 WITH A JACKING LOAD FOR EACH GIRVER A5 SHOWN IN POST- TEN510NING TABLE, AN ANCHOR SET OF % INCH. A CURVATURE FRICTION COEFFICIENT. µ = 0.20 AND A W003LE FRICTION COEFFICIENT, k = 0.0002/ft, THE ACTUAL ANCHOR SET USED 5Y THE CONTRACTOR 5HALL BE 5PE'CIFIEO IN THE SHOP PLAN& AND INCLUDED IN THE TKAN5FER FORCE CALCULATIONS, 4, THE DESIGN IS 6A5ED ON THE ESTIMATED MAXIMUM LONG TERM F9E5T9C55 5, THE MAXIMUM OUT510E DIAMETER OF THE DUCT SHALL BE 4% i ICHE$. LORE OF POST - TENSIONING STRANDS SHOWN IN PO6f4PNSIONNO TABLE DUE TO THE IN50E AREA OF THE DUCT 5HALL IMF AT LEAST 2.5 TIMES THE NET 51'EEI. RELAXATPON. ELASTIC SHORTENING. CREEP AND 5HRINKAVE OF CONCRETE. AREA OF THE P9E5T9E'SWNR5 STECL IN THE DUCT. 5. THE CONTRACTOR 5HALL SUBMIT THE ST4E5SIN'G SEQUENCE AND ELONGATION 1, ALL TENDONS SHALL BE 5FRE55EV FROM PER 4 END, CALCULATIONS TO THE FNCaINEEK FOR APPROVAL, ALL L055E5 DUE TO TENDON VERTICAL AND HORIZONTAL CURVATURE MUST VE INCLUDED IN ELONGATION CALCULATIONS. A. THE PREOTRES50016 FORCE SHALL ON DISTRIRUTEO WITH AN APPROXIMATELY EQUAL AMOUNT IN EACH WEV. V. NO MORE THAN ONE TENDON l6' ANY WED MAY BE STRESSED BEFORE AN EQUAL FORCE LD OrkE55ED IN THE ADJACENT 'NF.85. aaAManx .o wAa I 1 1 .. !I I oEaK:x .. a TASK LEAD: P. QUExnlEN mN�a a° Washington State %624 ®A6KAOE: Department of Transport GIRDER A GIRDER D GIRDER C GIRDER D OID AND SR 515 INTERCHANGE BENSON ROAD 0"009- O O O O 15 ]3 14 15 TENDON 3TRE55tNG 5E4UENCE NOTE: STRESS TENDONS IN NUMERICAL ORDER 5HONN 1-5 TO SR 1611 AND SR 515 INTERCHANGE BENSON ROAD 0"009- 4, H O PICKUP FORCE f PICKUP FORCE TYPICAL END ELEVATION - (TYPE E) L 5 C PICKUP FORCE ! YPICAL END ELEVATION _(TYPE Fj TYPICAL END ELEVATION -_(TYPE (5) AT CLOSURE PLACEMENT ATINTERMEP(ATE PIER NDYE AT END DIAPHRAGMS FOR WFIOO TI, "HP'. BT, R", LM, AND'¢`, SEE WE0OS G ORDER DETAILS 4 OF 5 AND ^NFIOOPi6 GIRDER -36. DETAIL'S 5 OF Y 3HEET5 6 f5 �45A', VR#9, BG O *5 AND BU 0-36. 6 610 45 ® :' -6' U 45. rMl 15, d vm 13 [M Y5, 6 TI #3, TtEE #5 -H 3`P HOLE FOR 4 END 9iAPH. REINF. 2'- •_ ' ` SECTION A 3"e HOL£ FOR iYPE E 'ND DUPH. REIN". d ". HEARING END SEGMENT DETAILS 6 SEA. CLR. 2" RECE55 d tlV Q 44 MAPLES YIF I YP) 0 YYPf F OR G— - VIEW g SAWiEETH SHOWN eY SHAVED AREA, EY QEBIGR 4iW94 iiiTf �� MM1HAGER: �' �y :cvY#p J. BGUWN ID W.VX DESIGN w MASK LEAD: F. WENTXER cuyrneer IN 6: #5 (t M 45 ,5 (YYP #6 (TY SECTION C VIEW D VIEW E ® SflWTEE.'H SHOWN 5AWT£ETH SHOWN BY SHADED AREA 9Y SHADED AREA. STAGE 2 -WIDENING AND SR 615 INTERCHANGE BENSON RDA 3 BlIff-gi-V 45 I I I Fti e .. (TYP.) (OAK.) l FOA #5 p HANG EAS p <% [Y}P) V G12 es p P.) n5 1 4 07 IN 5' GBl'PSE G4 -'. VIEW g SAWiEETH SHOWN eY SHAVED AREA, EY QEBIGR 4iW94 iiiTf �� MM1HAGER: �' �y :cvY#p J. BGUWN ID W.VX DESIGN w MASK LEAD: F. WENTXER cuyrneer IN 6: #5 (t M 45 ,5 (YYP #6 (TY SECTION C VIEW D VIEW E ® SflWTEE.'H SHOWN 5AWT£ETH SHOWN BY SHADED AREA 9Y SHADED AREA. STAGE 2 -WIDENING AND SR 615 INTERCHANGE BENSON RDA 3 BlIff-gi-V 45 Poi Po ai w F O IN I AND FIELD SEND F GIRPER TO 135° (TYP.) —� MECHANICAL BUTT SPLICE (TYP.) ALTERNATE STIRRUP DETAIL E BEARING g qpp e.un ii CIAPER 0.6'0 BTRANP CHUCK. TASK WELD TO ANCHOR K PRIOR TO IN:iYALONG ON STRAND. THREAD STEMS THROUGH ANCHOR 9, ANCHOR STRAND WiYH TWO PIECE WEPGES BEFORE GIRPER ERECTION, VERIFY WEDGES ARE SEAYFP TIGHTLY IMMEDIATELY BEFORE PLACING PIAPHRAGM CONCRETE X In' STEEL STRAW ANCHOR. ANCHOR STRANP TKO PIECE BIRCHES BEFORE GIRDER ERECTION, Y WEPGES ARE SEATED TIGHTLY (MMEGATELY ZE PLACING OIAPHRAGM CONCRETE f -- STEEL ANCHOR S V4 x 4 x 4 WITH / AT END A.YEAO ON A & iE "D HCLE FOR O.6's 'vtRANO 5tRAN05 (9) THROUGH (16 l y -U" `EXTEND 5Y)EAICaHY STRANDS (I) THROUGH (D) AT END (9) ON STATION, H (IS) EMEND BACK ON RDER CND f DIPPER EN'D - - -.�{ STRANDS /9J THROUGH (16J AT END BACK CN STAi10.4 '.,. —N ALTERNATE if ALTERNATE f 2 5TRAND EXTEN510N DETAIL GIRPER -A X 6" STUDS /ry8f f"1PLASTIC G1115 FOR TEMP, SYRANP5 (TYP) Gt1 d5 TOP AND BOTTOM OF 510V5 (I) THROWN (0) EXTEND STKAICaHY AT END BACK OR STATION C! GIRPER PLAN PLAN F.I. ANCHOR PLATE Yb BE INSTALLED PERPENDICULAR YO TOP OF G(KDE'R WEB ETCHING AND FLANGE CLIP DETAIL i GIRPER (PIER'S 1 4 4 ONLY) I 15 11 13 p4 12 BE PRE- TEN510NING N07_E5: TEMPORARY 5TRAN0 9` °4 �I 1 P AN LENGTI! SHALL INCREASED AS NECESSARY TO COMPENSATE FOR 'vY.OKT£NL4G CUTTING 5EQUENCE DUF YO PAESTRE h AND SHRINKAGE. I 1 1, ERECT AND BRACE GIRDERS I 2. ALL STRAND FOR P.REYENSIONl.4G STALL BE 0.0 DIAMETER LOIN RELAXATION 2. REMOVE EXPANDED POLYSTYRENE IN T x Y' RECESSES S KANOS (AASHTB M2U3, GRAPE TOO). IN TOP FLANGE OF GIRDERS. R. 1 x Se£ x 1' -0° C.6 "I STKfiND )N 3. CITY 5TRRNJ AND PLASTIC SLEEVE IN e'x 2'RECE55. �/ I/r PLASTIC SLEEVE (YYV) 3. EXCEPT FOR EXTENDED 5T9ANP3 AS SHOWN, CUT ALL REMAL4ING STRANDS P BELOW 4. REMOVE ALL M015YUIC IN RECESS PRIOR ib FILING ELEVATION 4lN SURFACE OF THE GIRDER ENDS AND GROUT WITH ANY APPROVED EPDXY SNOUT. RECE55 WITH GROUT, /� p 4. EXTENDED STRANDS AND BARB ARE PARALLEL TO GIRPEK. TEMPORARY STRAND PATTERN OIAOHRA"M TYP_ BEARING 2 RECESS 5, LIFTING BARS SHALL BE 1 W DIAMETER HIGH 5TKENGTH THREADED BARS (AA5HTO M275, AT P FLANGE GI R ER END E" FIER I fl 4 YES NIA GRAPE 15O MINIMUM). UFTINO HARDWARE THAT CONNECTS TO THREADED RARE SHALL BE "F" CLOSURE POUR NO _ 1' -1' ..SIGNED AND DETAILED BY THE CONTRACTOR, LIFTING FORCES ON THREAT BARS SHALL BE SHOWN FOR P05T- TENSIONED TEMPORARY STRANDS VERTICAL ONLY AND WITHIN ID DEGREES OF PERPENDICULAR TO A ONE BETWEEN PICK "G" INTERMEPAIE PIER ,4p ALT' f OR ALT' 2 FO1NT5. CONTRACTOR SHALL ANEW CALCULATIONS FOR APPROVAL BY THE ENGINEER STRAND EXTENSION IF MFTi IO FORCES ARE TO BE OTHERWISE. MARK LOCATION 512E t0 BE USED B !N TERME'DIATE BEND /Nfi DUORAM /AL1 DIMENSIONS ARE OUT TO OJTj 6 EXTRA CAUTION MUST BE EXERC15ED IN HANRINO AND PLACING ALL G(ROERS, ALL GIROER.S PIER ON MULTIPLE SPAR BRIDGE of G AT K END STIRRUPS .5 'r NOTE; 'OR DI.MPNSION "A ", SHALL BE CHECKED TO ENSURE THAT THEY ARE BRACED AVEOVATELY TO PREVENT TIPPING ENGS AHEAD ON SrArlbp HE GROER 5TERLIPS 5 'K" - VflRIES FPR SEE "SIFTER 5CHEO01E" I AND TO CONTROL LATERAL BENPING DURING SHIPPING. G5 ✓MPER OP FIANCE 5. R. a3 pt vKEWEC SPANS F, 33♦_'4�•I. 4 9" G5 BARS LEFT Of it Gp GIRDER OYG(L FULL !ENYaYH h 5 R ¢ >. THE TOP SURFACE OF 'HE GIRPER FLANGE SHALL BE ROUGHENED IN ACCORDANCE WITH 4, G9 G5 "MORE m + END LONGIT. 6 SECTION 6-02.3(25)H. AND TO AN AMPLITUDE OF # !NCH. 8i 0 ( G fie GIRDER ENV TIES 4 ,'[— A \. C'12 M 62 0 ( 05 j GIROEF HOT, FI ANGE TIES 3 VARIE S° IL ._. \Y/ { B FORMS FOR BEARING PAD RECESSES SHALL BE SONSYRUCTEP AND FASTENED IN ERAY A G5 GIR R ENO WHOM 6 STR. VASES MANNER AN NOT TO CAUSE DAMAGE i0 THE GIRDER DURING STRANT RELEASE OPERATION. ENDS BACK ON 5r Ar1bN BARS 91OHT OF 4 010 GIRDER END TIES 4 ' 9. FOR SAWTEETH DETAILS, SEE "W'IDU °TG GIRTEK DETAILS 5 OF 9' SHEET BG O 36 611 Or. TEMP, STRAND ANCHOR 5 � in BI 116 "( fH. (iH J 6'12 GIRTEA 4D LONGIT. 5 L G+f fiID i d I'1 �..... _ 82 = 3" { Gv j s 13 OR 14 MAY BE SUBSTITUTED. F'IELP BEMDMG 'S OPTIONAL. VARIES N0. NiSUE GATE NNIUE REMaD - GE%CRIPTION OEad3NE0 OR EMERPn 8Y CHECKED OR pEaIGN mx arAre t1ANAGER: YN .GUeyt aw 1-455 J.aAYMAN wMM GEalow 1.5 TO SR 169 BG -0 -35 TASK LEAD: STAGE 2 -WIDENING — P.GaENTMER caNlaA�r Na Washington State wL es– AND SR 515 INTERCHANGE 1 BMMV RELEGW RNE 0.,,=LwRlON P.aUENMER PAGH0.GE: Ra DaparlmEntofTranspoRation ate` '7 0 9WMM0 FINAL FD N- CONSTRUCYIBPo .dA E.KELSORKMAN P. WOLVERTON a. WQU&a. P1E]AN 7624 l BENSON CF13 ROAD IN BRIDGE g.� A as!awEP NIUL OEaNax .0 E. wELaowm. ouax eLNNANOTO a. aouxa Plmnw WF100PTG SPiJCED GIRDER DETAIt.S 4 GF 6 ' �f i Q cc C4 4 BEARING - to 9 CHAMFEF W� a O DIPPER a 8 BLOr%OOYS fol ____`U4TD RdNEORCEMENY C5 - IND X4- S!ON JOINT ANCHOR O EA ' - LONV . JT. W: AM1'CHGR _ `\ (YTP) PAVTCSEAY -�, \ 8 -[53S! ®YA 5H FAR KEYS If \'1f, B A iNG 5ACK OF 81' C \C 24 ®2 Y4 �, AF WI 2' - &' MIN SPLICE -� J /.. /- / OP7 F6 JI I I I I I I OA 150 I I I (✓e .40LE5 I I / INROUGH GIROER5- I TOP OF GADER P \ / wares: d CaIXVEK DOTTDM �Qa Fp FLANGE f� 1. CAST £N6 P!AP.HRP.GMS AFTFR PECK PLACEMENT AND �lt� BE BETWEEN GIAOER5 GL4PEft P09r- TEN510NIAG� PARTIAL PLAN - END DIAPHRAGM b1AOERu GHALL BE HELD RIG!OLY IN PLACE UNrR ENP VIA. HKAGM5 ARE LACEO. 3 SEE SHEET Br-0 50 FOR DIMENSION A', - 97 (2 E' MIN. SPLICE WHEN NEEDED) P PiEK 1 HOWN, PIER 4 IMI AR. I (PLACE AN SHOWN) NOVICE A MINIMUM OF ; JALKS N PARALLEL FOR (' 911NOLEP PN.CS) H vIKPEA ¢ 41ApEA F JACKING PROCEDURE LOCAYEO A$ 5HOWN. TOTAL JACKING REiNFORC£MENr YYFILAL 9ETWEEN GIRDERS WAD IG AS FOLLOWS: G / 5EC .. PIER C 960 tlpu TION A FIER 4:1260 11Ne e-Y 9PA ✓i✓ J° '-2 EPA 0 D" SPA Y' NIN I P MN SPA ¢ 40" fiX P MIM. 9" MAX, BAG. - NORMAL TO GRAPE AG - .4OAMAL TO GRADE O 3" MA% 3" MAX. P A ® AB Y W1 e'. 4. JOINT G_A[1�_. JOINT SEA' ! SEE EkPANSVON JO'NT SEi EXPA4'v10.4 JOIw? 5YA 5 / —J gALC OF I DEYM1ILS pETA1LG C MIN, SY.IC_ I "A" I i GIRDER I 5AC.K OF A' 6 ri GIRPER j'+— PAVEMENT 5EAf ry PAVEMEKi S� = GP_ALE _GAAP_ 2" MN_ I ti 4 rt n ENO OF PRECVER p GIRDER 1 0" . D(APH. CIA H , EVP OF PRE. ^.M1Sr I I r I t_ RM #7 (5 BUNDLED PAIR5) iA1M1' SPLICE OF 2 .moo " OETWEEN GIRPER9 MIN. v� P. JACKNG PGTNT (NODE 5)J �/ 502 14 On 19 I I. Opt 1 5" wEB ( p HOLE G IRDER rrv.) PARTIAL ELEVATION - END DIAPHRAGM E OEA"RINe (r: )RED AI.PwG NOTE: SLAB REINFORCEMENT NOT 5NOWN FOR CLARITY P.6UEMNER ml S BEARING PAC GKOOT PAC I q PRO, PIER t t SRO, PIER 4 1.406 1-6 TO SR 168 BGA -37 esh471 State ent of Transportation STAGE 2 - WIDENING AND SR 616 INTERCHANGE�� — rd23 BENSON ROAD BRIDGE END DIAPHRAGM DETAILS 'A- i (I Q INTERIOR GIR6ER� f EXTERIOR GN40£R I � _ REINFORCEMENT TYPICAL BE1W£EN G {R9 €k5_ -� j2 SPA. ® S 2 SPA, M Y Y6 1 S-� T - 1'L MIN._.. J.- / SPA. 0 V -O" MAX M'N. _ � N µ 8w wbu Lc ° Mw m to ANCHOR DETAIL ASTM A$G7 ISO- FIELD BEND MUM V TO FINAL POSITION (TYP, £A, INT. PLAPH.) C INTERMEDIATE OIAPH. ,NORMAL TO GRAPE I Jf SLAP REINFORCEMENT 51TJ IF Ya 09 ®r5 IF 01 XR HOLE THROUGH GIRDERS �- 2 - m i7 (2' -6" MIN. 5'uCE) (1 VVWILEP FAIR) SECTION A NIPF 1. 5£E "F4AMING PLANE FOR VIAPH4AGM LOCATIONS ANT ORIENTATION, SHEETS PG -O -SO AMP 5G0.31. X. 6IRV£R5 5HAU BE HELP WOOLY IN PLACE WHEN PIAPHRAGMS ARE PLACED. RfYNFORCING" PAR SHALL 5E THREATEG THROUGH HOLE5 IN GIRPE95 PRIOR TO PLAgNG OF EXTERIOR GIRPER5. 5, ME SHEET BG -0 -36 FORA" OPHENSION. PARTIAL ELEVATION - INTERMEDIATE CIAPHRAGM NOTES: L SLAP REINFORCEMENT, NOT SHOWN FOR CLARITY 2 DIMENSIONS ARE ALONG VIAPHRAGM. FACE OF GIRDER WEE y/ MIN. b AX. THREN I- VIA BOti(TYP.) . ANCHOR DETAIL ASTM A$G7 ISO- FIELD BEND MUM V TO FINAL POSITION (TYP, £A, INT. PLAPH.) C INTERMEDIATE OIAPH. ,NORMAL TO GRAPE I Jf SLAP REINFORCEMENT 51TJ IF Ya 09 ®r5 IF 01 XR HOLE THROUGH GIRDERS �- 2 - m i7 (2' -6" MIN. 5'uCE) (1 VVWILEP FAIR) SECTION A NIPF 1. 5£E "F4AMING PLANE FOR VIAPH4AGM LOCATIONS ANT ORIENTATION, SHEETS PG -O -SO AMP 5G0.31. X. 6IRV£R5 5HAU BE HELP WOOLY IN PLACE WHEN PIAPHRAGMS ARE PLACED. RfYNFORCING" PAR SHALL 5E THREATEG THROUGH HOLE5 IN GIRPE95 PRIOR TO PLAgNG OF EXTERIOR GIRPER5. 5, ME SHEET BG -0 -36 FORA" OPHENSION. 1.406 BD.aae TO SR 169 rA°�iK snno: .� VAOF STAGE 2 - WIDENING P.olmrta¢e,,,,., ae Washington State PACNAW: /,/A Depertrnent of Traluportagon AND SR 615 INTERCHANGE_ t; Y iNNf4l AEIFA6F9 FOR C6NlIAUCTI0.Y .21 EN6a0N 0.18XOHfaOX P.OeFR11ER 7624 �i BENSON ROAD BRIDGE A woos FINAL olwax - aA E. xllsaN Y.NWANWYO P. aulxmeR RF0 .2A i/ .e„a„.— ° INTERMEDIATE DIAPHRAGM DETAILS co IR " . . co IR 7 - -! 5/6 LSS TRANSIVON FENCING CAMEL rE5 Bfc 06E Feu uO RI R.. BAR 51 COS 9RIPGE FENCING. PANELS t9 l . T-Q- x 510 0` .. 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MQKNA E OPL,CY IA L - _RVATE 5Pl'LE I AS SHOWN) AS oHON'Nj �TAGGEA 113 BR5 LINE h 3 °6'29.9E - - - - -- - - -I -I - -- - - - -- BR5 5TA. V2,4 .7, MIN. $ L F IN,- - -- \Y CM REMF G+$GRCR .EF6 9PCICE A FJ (AC"4 HOK oa ` - µ I _ EOGE OF � �l.l✓ - - -- ENV TA ER ry r BR5 iIN£ ISSi NF Sih. ,12 +68.9 E9G_ OF 1900' Rt 5L '36112,80.34 .iB MA o - a 3:4' v 629 ®8 TOP 341 SOIL & 1' -1 ill" = 383'-7 112" ©QA #5 TOPW31,-- 16 5PA. B+ 6 g/4" = 10'9 V2' E 2 g 'n. _ RIOT X6 Nfl9 SPA. 9 ' = 516.9• n 711- E5204 344 5PA 0 10' = 516-0- C56 8RD6£ FIS CM6 AND 56k9 ER 50 LEE BAIQGE FENCING PANE 5 ® }0' -O" > 500 d QL'MHY JOINT SPLCIN'G � B' -6` CSS TRP..VSITION� AANEL FENCING PARTIAL SLAB REINFORGIN6 PLAN i Y P L.� ------------ -_...._ SF 343 'PA. t2 f6' = 523' -E' 05 tOP,O® #5 top, 62 flg 62] IIE TOPS ?2 (®S5 TOP, f5 807, ®4 #6 59T, iBl4 AB YOP, ®g/ C& tOY, Ei' #5 tlOt,(�© S5 8Bi 62 %B 507, d6 OCT 672 SPA. 0 6 3K_" =377.5 1l4' 6 3H" 32 SPA, 0 6 3/4" -464 1/Y 6 3/4" ]B SPA. P E 3/4 " =39' -F ! %2" ]`% 15 WP _3M SEA. 0 f 1 fz` 376 10. ----------- LINE ._._._.___- _.__._ PARTIAL SLAB REINFORCING PLAN B. GUENIUER tti RIF'c E: 7624 RFC -2A C55 FRAN51PGN PA..4Ei 2 FOU ® #5 2'4" MM. 6POCE S6 t6P, $5 90T EB9 SPd. 0 9 : 51E' -9' 544 SYA. 0 OV = 516' 0' C'Ul'0169 MR 639 IN BY ' ROUGHLY 1' -5' (OR AS NECESSARY) AT 5TRAIGHl "P TO ID PROVE MIN'. 15' LLEAR,4N6E 9ETWEEN OARS. - ENOS OF J / 'LAO ) ® 16 G 03/4 SPA. TOP, ONE 5ETWEEN EACH OECR BAR 96 TOP. IS 00Y 'A. 0 5' =3' -6" i 2'' MN SPUCE FOR A ( R INl MON`AY BE WEEN GIAPER5 (ALTERNATE 5PL16£ 2 " M)N.... t(� �6£e AS 5 OW4) 117 .5 LINE_. i� 1 ..... 9 "c' `J2s -.- 2 H' MIN. SPLICE FOR BBTTOM R_INF 4 i GIR9ER ._._ -- - -_ - _ _ _ 'ALTERNATE $ LICE A5 SHOWNJ III T �tN - -- - -- - - - - -- - -- N t <2� MOWrAP5R RU LINE {y ] STA. if7r 04.05 P.C. J 40 [w+wN '. 541 SPA, 0 Y -f 112' = 393' -7 V2' � 2LP 17.96' RT. Yw PARTIAL SLAB REINFORCING PLAN B. GUENIUER tti RIF'c E: 7624 RFC -2A C55 FRAN51PGN PA..4Ei 2 FOU ® #5 2'4" MM. 6POCE S6 t6P, $5 90T EB9 SPd. 0 9 : 51E' -9' 544 SYA. 0 OV = 516' 0' C'Ul'0169 MR 639 IN BY ' ROUGHLY 1' -5' (OR AS NECESSARY) AT 5TRAIGHl "P TO ID PROVE MIN'. 15' LLEAR,4N6E 9ETWEEN OARS. - ENOS OF J / 'LAO ) ® 16 G 03/4 SPA. TOP, ONE 5ETWEEN EACH OECR BAR 96 TOP. IS 00Y 'A. 0 5' =3' -6" 9 2 0.5 O4 0.3 N 0.2 ? D.1 e c.o e u -D1 PIER peg 1J /(y ozz 1 o zh L .21. 9L Al 51. .6L .7L et .9- :L PL .3 5PAN I 5PAN 2 I 1 PIER 2 PIER 3 SCREED CAMBER - C* f GIRDER A C GIRDER 5 I 4 GIRPSR D I 4 GIRDER D Gas G.12 L 5L .6L JL .BL SPP..4 3 MANAG 16NNAG $ ER a eAUNAn MMN 1 0[If>H9 R]IINIUEO X. pUAN C. HENpEl6pN F pUIMXEX TASK LEA NTKLIB RFl pK . MEW CggWIT OINNOX NIIEWAI!( N. WAN I.XENBIRBpN PpUEMHM P. GUENMI M WIMG MAR -3 INCH FlILET M BRIWE BECK N.Qp p. XENBEMER A. GUER11ffR PACKAGE: 9 I== AE6EANED MR CONSTRUCTION �U E. NFIBpWN. p1M G.NEXIERNGN f.RW% SLAB SECTION 14 U.hG_ _•_•• . -> -,_ 0.59 p 5 0.4B 043 osB na WDS zDZ ozo Dal -� o.n on D.v 09 01, w D.1 o 02 -O.D6 -O.1 OD2 - -CD2 O.c4 ( G .IL .2L .3L .SL .5L 6L It .Bi..YL JL .2l .3L .4L .5L AL ]l .81 .BL .1L .2! .31 .4L .SL .6L J! .BL .HL PIER 4 PIER I 5PAN I 5PAN 2 PIER 2 5PAN 3 PIER 3 PIER 4 GIRDER DEFLECTION IMMEDIATELY P9109 TO DECK PLACEMENT 0* 1 NOTE: FOR DEFIN)IIGN OF 4 PND G SEE WSOOT LGNSTRL'LTION NANUPL 6.2AB. aEOW "" GiniE �uex, ! " " 1 " 1.405 lx N.Nx -,P✓'° s s 1-6 TO SR 165 BG -0-47 STAGE 2 - WIDENING cmRAar xo. a Washington State DBPartment of Transportation AND SR 516 INTERCHANGE 5b3 7624 BENSON ROAD BRIDGE TYPICAL SLAB SECTION • 0 G' 8 END OF PROSE 6 -0- APPROACH SLSB- N %9 9ti i� 1 1• -ry• L.O. i FP07 IF PST ENO OF BARRIER ON APPROACH SLAB 1-2 762)15 CONT. TOP OF PONT. SLAB BARRIER OHEEr (SEE "ENPANSION JDiNT 50 -0-4a ROUT . - -ROSE OF SRIOGE DETAILS 'SHEET Or 0-63) /-EDGE OF APPROACH SLAB ( KDAPWAY 'LAB INSIDE FACE OF BARRIER -DUMMY JOINT (TYP) PLAN - PEDESTRIAN BARRIER MARINE R CONYINUOUS BETWEEN PROSE EXPANSION JOINTA CONSTRUCTION FOR RAILING ANCHORAGE JOINTS WITH SHEAR K£Y' ARE PERMi55!BLE AT DUMMY JOINT LOCATIONS. SE£ "C55 BRIDGE FENCINO 0-51 PEigIL9 SHEET DO 0-51 FORM JOINY6 BBYWEEN DUMMY JOINT' SMALL NOT BE PERMITTED, PARRIER ON W CHAMFER (TYP.)-.. RWWAY BARRIER APPROACH SLAB APPLY MOUNT BAKER PIGMENTED 5EALER --may APPLY MOUNT ST. HELE.NE Fi6ME.NTEO SEALER DATE .NUMERALS (INSIDE FACE) (SEE SYD. O AN F -I) MF ENO (1 BARRIER END RUOT)CATION DETAIL SEE "LOB DRIVES FENCING DETAIL'S (3 OF 3/' SHEET BO-0 -52 POP LOCATIONS To, OF SIDEWALK Bb i4 LOOP L - - -2 - ®14 LoNT. CONDUIT PEFLECTIOH FITTING A W! !.WrI NAL BONPLU' JUMPER F OOCKOUT FOR CONDUITS B2 F4 S B2 R4 'A. g. - - ®Q MI 8I AS R ®V AB SPA P. Y'' MAC. Bt Y5 ®Y MAO �� DES E B 4 3 PB 14 _ SPA 0 2 W MAX . LEVATION rlt' CONTINUOUS -G W13 B' MIN SPLICE L&J14 CONTINUOUS -� 1,12' -0, MIN, SPLICE 62 Y4 — FORMED DECK EOGE -al -i ®Y4 COST. - SLA9 REINF. (TYP.- 5FE "TYPICAL SLAB FORMED 6ARRiEK EPGE SECTION' SHEET BG641+� ASSET, Jr. WIKOUGHENED SURFACE BELOW BARRIER. TYPICAL SECTION MIN. ✓EIGHT. PEDESTRIAN' 6AR.RIER HEIGM MAY VARY IF REQUIRED TO PF(JFlTTP[AtJ RAPPIFP PROVIDE A SMOOTH PROFILE. R ON SLAB END OF BRIDGE APPROACH SLAB 'ANSiON JOINT 6REE.T BG -o -w) (TYP. AT EXPANSIOA'JOiNi) �- ROAPWA SEE "PEDE5TKIA.N BARRIER (3 OF 3J' PARRIER SHEET 50-0 -49 FOR DETAILS LLR i( S- 5lV W14 SPA. 6 V -S MAX. COST, W/ o-0 MLW SPLICE (YYP.) L 5:RFACE FINISH TRB TD BE PARALLEL $" PRE- MOLDEV J d FARALL£L C -JOINT F2LER RpW'Y. SURFACE SW2 L14 A -6" l USE w EDGER 0.o2.1Fr s TOP OF —OF —£ RPWY. 'LAB W IY'V- GKOOVE� --I DETAIL - PEDESTRIAN BARRIER FACE AdI 1105 1.5 TO SR 159 WrAfp STAGE 2 - WIDENING Washington State AND SR 515 INTERCHANGE tment of Tninsportatbn BENS R AD BRIDGE PEDESTRIAN BARRIER (t OF 3) EREP YP.) I 11 B" 1p" B" H I ��IIII�IIII 1_W MF ENO (1 BARRIER END RUOT)CATION DETAIL SEE "LOB DRIVES FENCING DETAIL'S (3 OF 3/' SHEET BO-0 -52 POP LOCATIONS To, OF SIDEWALK Bb i4 LOOP L - - -2 - ®14 LoNT. CONDUIT PEFLECTIOH FITTING A W! !.WrI NAL BONPLU' JUMPER F OOCKOUT FOR CONDUITS B2 F4 S B2 R4 'A. g. - - ®Q MI 8I AS R ®V AB SPA P. Y'' MAC. Bt Y5 ®Y MAO �� DES E B 4 3 PB 14 _ SPA 0 2 W MAX . LEVATION rlt' CONTINUOUS -G W13 B' MIN SPLICE L&J14 CONTINUOUS -� 1,12' -0, MIN, SPLICE 62 Y4 — FORMED DECK EOGE -al -i ®Y4 COST. - SLA9 REINF. (TYP.- 5FE "TYPICAL SLAB FORMED 6ARRiEK EPGE SECTION' SHEET BG641+� ASSET, Jr. WIKOUGHENED SURFACE BELOW BARRIER. TYPICAL SECTION MIN. ✓EIGHT. PEDESTRIAN' 6AR.RIER HEIGM MAY VARY IF REQUIRED TO PF(JFlTTP[AtJ RAPPIFP PROVIDE A SMOOTH PROFILE. R ON SLAB END OF BRIDGE APPROACH SLAB 'ANSiON JOINT 6REE.T BG -o -w) (TYP. AT EXPANSIOA'JOiNi) �- ROAPWA SEE "PEDE5TKIA.N BARRIER (3 OF 3J' PARRIER SHEET 50-0 -49 FOR DETAILS LLR i( S- 5lV W14 SPA. 6 V -S MAX. COST, W/ o-0 MLW SPLICE (YYP.) L 5:RFACE FINISH TRB TD BE PARALLEL $" PRE- MOLDEV J d FARALL£L C -JOINT F2LER RpW'Y. SURFACE SW2 L14 A -6" l USE w EDGER 0.o2.1Fr s TOP OF —OF —£ RPWY. 'LAB W IY'V- GKOOVE� --I DETAIL - PEDESTRIAN BARRIER FACE AdI 1105 1.5 TO SR 159 WrAfp STAGE 2 - WIDENING Washington State AND SR 515 INTERCHANGE tment of Tninsportatbn BENS R AD BRIDGE PEDESTRIAN BARRIER (t OF 3) EREP YP.) I 11 B" 1p" B" H I MF ENO (1 BARRIER END RUOT)CATION DETAIL SEE "LOB DRIVES FENCING DETAIL'S (3 OF 3/' SHEET BO-0 -52 POP LOCATIONS To, OF SIDEWALK Bb i4 LOOP L - - -2 - ®14 LoNT. CONDUIT PEFLECTIOH FITTING A W! !.WrI NAL BONPLU' JUMPER F OOCKOUT FOR CONDUITS B2 F4 S B2 R4 'A. g. - - ®Q MI 8I AS R ®V AB SPA P. Y'' MAC. Bt Y5 ®Y MAO �� DES E B 4 3 PB 14 _ SPA 0 2 W MAX . LEVATION rlt' CONTINUOUS -G W13 B' MIN SPLICE L&J14 CONTINUOUS -� 1,12' -0, MIN, SPLICE 62 Y4 — FORMED DECK EOGE -al -i ®Y4 COST. - SLA9 REINF. (TYP.- 5FE "TYPICAL SLAB FORMED 6ARRiEK EPGE SECTION' SHEET BG641+� ASSET, Jr. WIKOUGHENED SURFACE BELOW BARRIER. TYPICAL SECTION MIN. ✓EIGHT. PEDESTRIAN' 6AR.RIER HEIGM MAY VARY IF REQUIRED TO PF(JFlTTP[AtJ RAPPIFP PROVIDE A SMOOTH PROFILE. R ON SLAB END OF BRIDGE APPROACH SLAB 'ANSiON JOINT 6REE.T BG -o -w) (TYP. AT EXPANSIOA'JOiNi) �- ROAPWA SEE "PEDE5TKIA.N BARRIER (3 OF 3J' PARRIER SHEET 50-0 -49 FOR DETAILS LLR i( S- 5lV W14 SPA. 6 V -S MAX. COST, W/ o-0 MLW SPLICE (YYP.) L 5:RFACE FINISH TRB TD BE PARALLEL $" PRE- MOLDEV J d FARALL£L C -JOINT F2LER RpW'Y. SURFACE SW2 L14 A -6" l USE w EDGER 0.o2.1Fr s TOP OF —OF —£ RPWY. 'LAB W IY'V- GKOOVE� --I DETAIL - PEDESTRIAN BARRIER FACE AdI 1105 1.5 TO SR 159 WrAfp STAGE 2 - WIDENING Washington State AND SR 515 INTERCHANGE tment of Tninsportatbn BENS R AD BRIDGE PEDESTRIAN BARRIER (t OF 3) • UUMMY, TOR v VIEW (a) Bias ALL -HAMPERS SEE ON APPLICABLE SURFACE FINISH. OMIT SUNNY JOINT ON THIS FACE OMIT DUMMY JOINT ON THIS FALE- DUMMY JOINT JUNCTION BOX LOCASIONS STATED BELOW ARE APPROXIMATE. 'ENTER JUNCTION BOX INSTALLATION BETWEEN BARRIER PUMMY JOINTS RAONS (YYPJ JUNCTION BOX LOCATIONS STATION OPIEST "ABE1. 'Y3O 25 LT. IT 12x49 25 LT, TC 1'3x43 23' LY, LP 1Bmob 23' LT. T5 114.66 23'_ LT. ....... IT 114,76 23 LT. -� -- iS i 115:86 29' LT. Lf `15.98 P.S IT. r5... ''.. 117a07 23 LT. IT 117.17 051 LT. ,y 75 = TRAFFIY. SION& SYSTEM OR SPARE INSTALL ALL CONOOiY RUNS TO DRAIN TO A BRIDGE END OR PROVIDE SPAIN AT ALL LOW POINTS IN CONDUIT .RON ON BRIDGE PEDESTRIAN BARRIER BAR LIST MARK 5 ZE IENGYH BARN.N6 PIA6RAM g '.. (ALI. fJiMENSIONE ARE OUT TO GUT) B5° 93 4 (A' STR. ��,., I3•.9•, BF E (A) STR. � FOR ® h ®9ARS�^ Be. SEE SLAB REINFORCING PLAN 5HFET5. (A) DETERMINE FROM PLANS W :vnry I "Al-: - A- DUMMY L JOINT SECTION g DUMMY JOINT PET AI L 94" RAONS (YYPJ 52 4 3' T SYR, ®Y4 ADJUST AROUND BLOCKOUT B5° 93 4 (A' STR. ��,., I3•.9•, BF E (A) STR. � FOR ® h ®9ARS�^ Be. SEE SLAB REINFORCING PLAN 5HFET5. (A) DETERMINE FROM PLANS W :vnry I "Al-: - A- DUMMY L JOINT SECTION g DUMMY JOINT PET AI L SI IPFn PAA n L.I GRIYn I a FOR ADDITIONAL DETAILS, 5£E "TYPICAL DEMON - PEDESTRIAN OARRIER" ON "PEDESTRIAN BARRIER DETAILS (I OF 3, SHEET ES 0 -43 SECTION a) APPROACH SLAB BG -0 -48 \✓ FOR N "TYPICAL NOT SHOWN SEE "OUTSIDE VAMER' AND 'TYPI -AL AN BAR - R DETAILS IAN 6OF 5)' " ON 'PEO2SYRIAN BARRIER DETAILS (t OF 3J" SHEEP 90 -0-43 SIDEWALK PAVING DETAIL ON BRIDGE 94" RAONS (YYPJ ®Y4 ADJUST AROUND BLOCKOUT 3" x B' x 2' -b 0 OCKOUT IN SLAB TO ALLOW �� <5 REPULE5 CONDUITS TO EXIT AKAPIVO f5 S MI Y4 6AR5 2-2 -R CONDUIT PIPES° 10" x 2' -0" BLOCKGUT IN WALL TO ALLOW CONDUITS TO CXIT. OACKFILL WITH GROUT- SI IPFn PAA n L.I GRIYn I a FOR ADDITIONAL DETAILS, 5£E "TYPICAL DEMON - PEDESTRIAN OARRIER" ON "PEDESTRIAN BARRIER DETAILS (I OF 3, SHEET ES 0 -43 SECTION a) APPROACH SLAB BG -0 -48 \✓ FOR N "TYPICAL NOT SHOWN SEE "OUTSIDE VAMER' AND 'TYPI -AL AN BAR - R DETAILS IAN 6OF 5)' " ON 'PEO2SYRIAN BARRIER DETAILS (t OF 3J" SHEEP 90 -0-43 SIDEWALK PAVING DETAIL ON BRIDGE STEEL CONDUIT SECTION BETWEEN CONDUIT DEFLECTION FITTING A AND PVC CONDUIT IN STATIONARY FORM 9AFRIER STAINLESS STEEL COVER SCREWS (Tyr) - -� 2 STEEL CONDUIT TO P'JC ADAPTORS IN STATIONARY FORM BARRIER WHERE PVC y J -SOX A BARRIER PANEL BUNOLE yet S6 OR e% to ADJACE 0 EACH END OF JUNCTION FOR (TYP.) 7 f %0 =T MAX. J -6OX 8 BARRIER PANEL J FOR 6 CARRIER PANEL Q J -60X & BARRIER PANEL 160' -0" MAY. SECURE CONDUIT j ~ AND BOX TO ,14 A S' -AA (TYP.) Ir— ._.. (l 1YP l.. ..,� RE619 TO PREVENT t r L (TYP) N AMYEMENT Tb- IF A I `F ,. , -- .._ _ -._ 111 APPROACH 1N BFIOGE APPROALIV vUB J CONOU? O£FLC'LTION FIRING A STEEL CONDUIT I FN T CONDUIT DEFLECTION FITTING P. AND JUNCTION %OX C BL(KROUi FOR CONDNYS 51, LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE CONDUIT IPE SIEEO PEF WIRING SCHEDULE IL *�? w �1 m F R S. 5, MOUNTING TAOS 1 (TOP A DOTTOM)(TYP.) -' ELEVATION - CONDUITS & J -BOX IN PEDESTRIAN BARRIER LA9EL JUNCTION 5OX COVER IN ACCCROANCE WITH STANDARD PLAN J-11n AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCF SFTW£EN ADJACENT DUMMY JOINTS 1£ UO-O' OF GREATER. PLACE ADJACENT JUNCTION 6OXES SYMMETRICAAY ON EITHER SIDE OF THE CENTER OF ONE GUMMY PANEL WHILE MAINTAINING fO'C' MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR ! O' ON EACH SIDE OF JOINt PIPE WRAP TAPE SHALL HE P WIDE, 211 MIL TNICR ANi !METALLED WITH A MINIMUM OF P OVERLAP - IOW; JOINT - CONDUIT EXPANSION FITTING PAUPER NO. 5144056 OX APPROVED EQUAL (4 EXPANSION REQUIRED) 5' MIN.. @ MAX. T 6 LIST OUTSIDE STILLS ' 1O0111ING JUMPER CONDUIT EXPAN510N FITTING CONDUIT FITTING - AT ORIDGE EXPANSION JOINTS CONDUIT DEFLECTION FITTING WITH INTERNAL BONDMG JUMPER - CONDUIT CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 50' AND w MOVEMENT. FLACE AT CONDUIT PIPE EXIT FROM STRUCTURE Fn If' "REMOLDED JOINT FILLER ME STANDARD PLAM5 vo CONDUIT DEFLECTION TS WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A. JOINT, WRAP STEEL CONDUIT PIPE FOR V -0' ON EACH SIDE Of JOINT. PIPE WRAP TAPE SHALL BE 2- WIDE, 20 MIL THICK AND INSTALLED WITH A MINIMUM OF P OVERLAP PIPE E LY I JUNCTION BOX - D' A 5 x F o' NEMA 4X IN STATIONARY FORM SARRIE4. APANTPA9[E NEMA 9R IN ELI' FORM BARRIER, JUNCTION BOX CAN BE RECESSED UP TO IS', 5T-�� it 0 2 - STAINLESS STEEL MOUNTING YM195 (TOP 6 SOT) I � f 7 — 9UNDLE Lojf A5 OR B% IS ADJACENT YD EACH 1 y ENO OF JUNCTION COX r?i° POLYSTYRENE — %. POLYETHYLENE FOAM. WRA' IM OR COPPER PIPE DFAIN TIMES AROUND ��1 I CONDUIT AND II CONDUIT FITTING co MR F FOG£ Of BRIDGE APPROACH SLAB Y9 LL `t END OF BRIDGE 2 2STEEL CONDUIT TO PVC �. L Lr C CONDUIT EXPnNARN fIYYING CONDUIT D PIPE INSTALLED IN 5ARRIE91 D DOLT-OM LIO OR £OUAL. FOR SIZE d rI r SEE DETAIL TIRE SHEET BONOING J JUMPER, SEE DETAIL THIS SHEET PLAN - - PEDESTRIAN BARRIER J -SOX A BARRIER PANEL BUNOLE yet S6 OR e% to ADJACE 0 EACH END OF JUNCTION FOR (TYP.) 7 f %0 =T MAX. J -6OX 8 BARRIER PANEL J FOR 6 CARRIER PANEL Q J -60X & BARRIER PANEL 160' -0" MAY. SECURE CONDUIT j ~ AND BOX TO ,14 A S' -AA (TYP.) Ir— ._.. (l 1YP l.. ..,� RE619 TO PREVENT t r L (TYP) N AMYEMENT Tb- IF A I `F ,. , -- .._ _ -._ 111 APPROACH 1N BFIOGE APPROALIV vUB J CONOU? O£FLC'LTION FIRING A STEEL CONDUIT I FN T CONDUIT DEFLECTION FITTING P. AND JUNCTION %OX C BL(KROUi FOR CONDNYS 51, LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE CONDUIT IPE SIEEO PEF WIRING SCHEDULE IL *�? w �1 m F R S. 5, MOUNTING TAOS 1 (TOP A DOTTOM)(TYP.) -' ELEVATION - CONDUITS & J -BOX IN PEDESTRIAN BARRIER LA9EL JUNCTION 5OX COVER IN ACCCROANCE WITH STANDARD PLAN J-11n AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCF SFTW£EN ADJACENT DUMMY JOINTS 1£ UO-O' OF GREATER. PLACE ADJACENT JUNCTION 6OXES SYMMETRICAAY ON EITHER SIDE OF THE CENTER OF ONE GUMMY PANEL WHILE MAINTAINING fO'C' MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR ! O' ON EACH SIDE OF JOINt PIPE WRAP TAPE SHALL HE P WIDE, 211 MIL TNICR ANi !METALLED WITH A MINIMUM OF P OVERLAP - IOW; JOINT - CONDUIT EXPANSION FITTING PAUPER NO. 5144056 OX APPROVED EQUAL (4 EXPANSION REQUIRED) 5' MIN.. @ MAX. T 6 LIST OUTSIDE STILLS ' 1O0111ING JUMPER CONDUIT EXPAN510N FITTING CONDUIT FITTING - AT ORIDGE EXPANSION JOINTS CONDUIT DEFLECTION FITTING WITH INTERNAL BONDMG JUMPER - CONDUIT CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 50' AND w MOVEMENT. FLACE AT CONDUIT PIPE EXIT FROM STRUCTURE Fn If' "REMOLDED JOINT FILLER ME STANDARD PLAM5 vo CONDUIT DEFLECTION TS WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A. JOINT, WRAP STEEL CONDUIT PIPE FOR V -0' ON EACH SIDE Of JOINT. PIPE WRAP TAPE SHALL BE 2- WIDE, 20 MIL THICK AND INSTALLED WITH A MINIMUM OF P OVERLAP PIPE E LY I JUNCTION BOX - D' A 5 x F o' NEMA 4X IN STATIONARY FORM SARRIE4. APANTPA9[E NEMA 9R IN ELI' FORM BARRIER, JUNCTION BOX CAN BE RECESSED UP TO IS', 5T-�� it 0 2 - STAINLESS STEEL MOUNTING YM195 (TOP 6 SOT) I � f 7 — 9UNDLE Lojf A5 OR B% IS ADJACENT YD EACH 1 y ENO OF JUNCTION COX r?i° POLYSTYRENE — %. POLYETHYLENE FOAM. WRA' IM OR COPPER PIPE DFAIN TIMES AROUND ��1 I CONDUIT AND II CONDUIT FITTING co MR APPROACH 1N BFIOGE APPROALIV vUB J CONOU? O£FLC'LTION FIRING A STEEL CONDUIT I FN T CONDUIT DEFLECTION FITTING P. AND JUNCTION %OX C BL(KROUi FOR CONDNYS 51, LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE CONDUIT IPE SIEEO PEF WIRING SCHEDULE IL *�? w �1 m F R S. 5, MOUNTING TAOS 1 (TOP A DOTTOM)(TYP.) -' ELEVATION - CONDUITS & J -BOX IN PEDESTRIAN BARRIER LA9EL JUNCTION 5OX COVER IN ACCCROANCE WITH STANDARD PLAN J-11n AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCF SFTW£EN ADJACENT DUMMY JOINTS 1£ UO-O' OF GREATER. PLACE ADJACENT JUNCTION 6OXES SYMMETRICAAY ON EITHER SIDE OF THE CENTER OF ONE GUMMY PANEL WHILE MAINTAINING fO'C' MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR ! O' ON EACH SIDE OF JOINt PIPE WRAP TAPE SHALL HE P WIDE, 211 MIL TNICR ANi !METALLED WITH A MINIMUM OF P OVERLAP - IOW; JOINT - CONDUIT EXPANSION FITTING PAUPER NO. 5144056 OX APPROVED EQUAL (4 EXPANSION REQUIRED) 5' MIN.. @ MAX. T 6 LIST OUTSIDE STILLS ' 1O0111ING JUMPER CONDUIT EXPAN510N FITTING CONDUIT FITTING - AT ORIDGE EXPANSION JOINTS CONDUIT DEFLECTION FITTING WITH INTERNAL BONDMG JUMPER - CONDUIT CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 50' AND w MOVEMENT. FLACE AT CONDUIT PIPE EXIT FROM STRUCTURE Fn If' "REMOLDED JOINT FILLER ME STANDARD PLAM5 vo CONDUIT DEFLECTION TS WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A. JOINT, WRAP STEEL CONDUIT PIPE FOR V -0' ON EACH SIDE Of JOINT. PIPE WRAP TAPE SHALL BE 2- WIDE, 20 MIL THICK AND INSTALLED WITH A MINIMUM OF P OVERLAP PIPE E LY I JUNCTION BOX - D' A 5 x F o' NEMA 4X IN STATIONARY FORM SARRIE4. APANTPA9[E NEMA 9R IN ELI' FORM BARRIER, JUNCTION BOX CAN BE RECESSED UP TO IS', 5T-�� it 0 2 - STAINLESS STEEL MOUNTING YM195 (TOP 6 SOT) I � f 7 — 9UNDLE Lojf A5 OR B% IS ADJACENT YD EACH 1 y ENO OF JUNCTION COX r?i° POLYSTYRENE — %. POLYETHYLENE FOAM. WRA' IM OR COPPER PIPE DFAIN TIMES AROUND ��1 I CONDUIT AND II CONDUIT FITTING co MR 51, LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE CONDUIT IPE SIEEO PEF WIRING SCHEDULE IL *�? w �1 m F R S. 5, MOUNTING TAOS 1 (TOP A DOTTOM)(TYP.) -' ELEVATION - CONDUITS & J -BOX IN PEDESTRIAN BARRIER LA9EL JUNCTION 5OX COVER IN ACCCROANCE WITH STANDARD PLAN J-11n AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCF SFTW£EN ADJACENT DUMMY JOINTS 1£ UO-O' OF GREATER. PLACE ADJACENT JUNCTION 6OXES SYMMETRICAAY ON EITHER SIDE OF THE CENTER OF ONE GUMMY PANEL WHILE MAINTAINING fO'C' MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR ! O' ON EACH SIDE OF JOINt PIPE WRAP TAPE SHALL HE P WIDE, 211 MIL TNICR ANi !METALLED WITH A MINIMUM OF P OVERLAP - IOW; JOINT - CONDUIT EXPANSION FITTING PAUPER NO. 5144056 OX APPROVED EQUAL (4 EXPANSION REQUIRED) 5' MIN.. @ MAX. T 6 LIST OUTSIDE STILLS ' 1O0111ING JUMPER CONDUIT EXPAN510N FITTING CONDUIT FITTING - AT ORIDGE EXPANSION JOINTS CONDUIT DEFLECTION FITTING WITH INTERNAL BONDMG JUMPER - CONDUIT CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 50' AND w MOVEMENT. FLACE AT CONDUIT PIPE EXIT FROM STRUCTURE Fn If' "REMOLDED JOINT FILLER ME STANDARD PLAM5 vo CONDUIT DEFLECTION TS WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A. JOINT, WRAP STEEL CONDUIT PIPE FOR V -0' ON EACH SIDE Of JOINT. PIPE WRAP TAPE SHALL BE 2- WIDE, 20 MIL THICK AND INSTALLED WITH A MINIMUM OF P OVERLAP PIPE E LY I JUNCTION BOX - D' A 5 x F o' NEMA 4X IN STATIONARY FORM SARRIE4. APANTPA9[E NEMA 9R IN ELI' FORM BARRIER, JUNCTION BOX CAN BE RECESSED UP TO IS', 5T-�� it 0 2 - STAINLESS STEEL MOUNTING YM195 (TOP 6 SOT) I � f 7 — 9UNDLE Lojf A5 OR B% IS ADJACENT YD EACH 1 y ENO OF JUNCTION COX r?i° POLYSTYRENE — %. POLYETHYLENE FOAM. WRA' IM OR COPPER PIPE DFAIN TIMES AROUND ��1 I CONDUIT AND II CONDUIT FITTING co MR m F R S. 5, MOUNTING TAOS 1 (TOP A DOTTOM)(TYP.) -' ELEVATION - CONDUITS & J -BOX IN PEDESTRIAN BARRIER LA9EL JUNCTION 5OX COVER IN ACCCROANCE WITH STANDARD PLAN J-11n AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCF SFTW£EN ADJACENT DUMMY JOINTS 1£ UO-O' OF GREATER. PLACE ADJACENT JUNCTION 6OXES SYMMETRICAAY ON EITHER SIDE OF THE CENTER OF ONE GUMMY PANEL WHILE MAINTAINING fO'C' MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A JOINT. WRAP STEEL CONDUIT PIPE FOR ! O' ON EACH SIDE OF JOINt PIPE WRAP TAPE SHALL HE P WIDE, 211 MIL TNICR ANi !METALLED WITH A MINIMUM OF P OVERLAP - IOW; JOINT - CONDUIT EXPANSION FITTING PAUPER NO. 5144056 OX APPROVED EQUAL (4 EXPANSION REQUIRED) 5' MIN.. @ MAX. T 6 LIST OUTSIDE STILLS ' 1O0111ING JUMPER CONDUIT EXPAN510N FITTING CONDUIT FITTING - AT ORIDGE EXPANSION JOINTS CONDUIT DEFLECTION FITTING WITH INTERNAL BONDMG JUMPER - CONDUIT CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF 50' AND w MOVEMENT. FLACE AT CONDUIT PIPE EXIT FROM STRUCTURE Fn If' "REMOLDED JOINT FILLER ME STANDARD PLAM5 vo CONDUIT DEFLECTION TS WHERE CONDUIT IN A STRUCTURE 15 ROUTED ACROSS A. JOINT, WRAP STEEL CONDUIT PIPE FOR V -0' ON EACH SIDE Of JOINT. PIPE WRAP TAPE SHALL BE 2- WIDE, 20 MIL THICK AND INSTALLED WITH A MINIMUM OF P OVERLAP PIPE E LY I JUNCTION BOX - D' A 5 x F o' NEMA 4X IN STATIONARY FORM SARRIE4. APANTPA9[E NEMA 9R IN ELI' FORM BARRIER, JUNCTION BOX CAN BE RECESSED UP TO IS', 5T-�� it 0 2 - STAINLESS STEEL MOUNTING YM195 (TOP 6 SOT) I � f 7 — 9UNDLE Lojf A5 OR B% IS ADJACENT YD EACH 1 y ENO OF JUNCTION COX r?i° POLYSTYRENE — %. POLYETHYLENE FOAM. WRA' IM OR COPPER PIPE DFAIN TIMES AROUND ��1 I CONDUIT AND II CONDUIT FITTING co MR • TOP OI KOAOWA.Y SLAI I 00 CONOUIi PIF {TY f 0 a PLAN TRAFFIC BARRIER BARRIER CONTINUOUS BETWEEN ROADWAY EXPANSION JOINTS. CON5TRULTION JOINTS WITH SHEAR KEYS ARE PERMI5SIB!£ i DATE NUMERALS At DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN GUMMY DEER N EACEJ JOINTS SHALL NOT BE PERMIYTEO. (SEE . AN If — 2 -® 14 1 rPJMMY JOINT jtvP) /f CURB GNE COAPU(T EXPANSION FITTING ltYP AT [XPhNS!ON JOINYSj SEE 5HEEY Bfi -O -48 FOK PETAIL5 `- (5 CTION APJALENY EXP. JOINT) (INTER!O SECTION" (SECTION ADJACENT UP. JOINT) EXPANSION. JOINT /SEE E %PANSION JOINt ! DE A115" SNEFY BG O 53f I_II_I I II . /-END OF H BRIDGE fir/ APPROACH .SLAB II III I_II I I_II .I� I --- - -------- S Bti -O -49 EDGE OE 51AB ! I ACONDUIT 56-017 EXPANSION B ROADWAY AR R E FIT'T'ING PLAN TRAFFIC BARRIER BARRIER CONTINUOUS BETWEEN ROADWAY EXPANSION JOINTS. CON5TRULTION JOINTS WITH SHEAR KEYS ARE PERMI5SIB!£ i DATE NUMERALS At DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN GUMMY DEER N EACEJ JOINTS SHALL NOT BE PERMIYTEO. (SEE . AN If — 2 -® 14 1 A9_ Y4 W1 CONDUIT INTERNAL NAL BOND J FITTING A � I V/l INTERNA! 90.N0 JUMPER —E BLOCKOUT FOR L'ONOVIT 31-17 f ®Y5 OK R2A 15 0 6PA A 9"_- 4' IS B' ¢ #5 ®9 MAX. CM V Y5 0 IS MAX EM 14. ® 14 @ T -N" MAX. FOR RAGING ANCHORAGE SEE L55 39106E FENc.ING DETA JV SHEET R4 RC CONT. W/ 3' -8" MIN. SPLICE— Tlr CHAMFFK OUTSIDE ELEVATION "r FORMED PECK EOG — � �4 ��T6 LONT.� ��21 LYAMF£R V" .. __ HALF ROUND GROOVE (TYP) 2k" OESWREO BY ERREREC E`! I CRECKEE Sl' CERIGN pox OPAtt MARA6ER: J. enUMAN to wnw DESIGN TASK ER P.6UEX111ER mmucr m j wi CONOUiT F CONT. U" MIN. ( YD) 0 LINE TYPICAL SECTION TRAFFIC BARRIER f5 *'K' N')OhT MAY VARY IF REQUIRED TO PROVIDE A 5MOOTH PROFL'E PLEASING TO THE EYE II I I II I � I I_II_I I II . II III I_II I I_II .I� I --- - -------- FOR RAGING ANCHORAGE SEE L55 39106E FENc.ING DETA JV SHEET R4 RC CONT. W/ 3' -8" MIN. SPLICE— Tlr CHAMFFK OUTSIDE ELEVATION "r FORMED PECK EOG — � �4 ��T6 LONT.� ��21 LYAMF£R V" .. __ HALF ROUND GROOVE (TYP) 2k" OESWREO BY ERREREC E`! I CRECKEE Sl' CERIGN pox OPAtt MARA6ER: J. enUMAN to wnw DESIGN TASK ER P.6UEX111ER mmucr m j wi CONOUiT F CONT. U" MIN. ( YD) 0 LINE TYPICAL SECTION TRAFFIC BARRIER f5 *'K' N')OhT MAY VARY IF REQUIRED TO PROVIDE A 5MOOTH PROFL'E PLEASING TO THE EYE • JUNCTION BOX LOCATIONS STATES 5ELOW ARE APPROXIMATE. CENTER JUNCTION COX INSTALLATION 6ETW£EN HARRIER DUMMY JOINTS JUNCTION sox LOCATIONS STATION OFFSET LABEL 115.45 17' TT. Gi � 115.55 li' RA YS IM.e9 In PT. LT 111P.94 _ 19 It. TO N54A 17 Kr. IT l 116.01 17 RT.. T5 07,21 O' AT. YS IT a MOHIPfr SYSTEM TS a TRAFFIC 51ONAL SYSTEM OR SPARE INSTALL All CONOUIr RUNS YC DRAIN TO A ORIOG£ ENO OR PROVIV£ DR<.IN AT ALL LM POINTS M CONDUIT RUN ON - RiOOE. RH 4 5 i' R9 b T 9 e I (A) DETERMINE FROM PLANS 6 TRAFFIC BARRIER BAR LIST -EN, ING DIAGRAM (M.i OIM£N51CN5 ARE CUT 1 11 I 4 , Ill 1 I 1 [Q x DUMMY JOINT DETAIL FOR �S w A -M SANS S££ SLAB Fi.ANS. f DIMENSIONS TO POINTS OF INTERSECTION 9 L VIEW A ALL CHAMFERS %' MAXR SIZE IENGTH R2 S 5' A9 4 (A) (P RH 4 5 i' R9 b T 9 e I (A) DETERMINE FROM PLANS 6 TRAFFIC BARRIER BAR LIST -EN, ING DIAGRAM (M.i OIM£N51CN5 ARE CUT 1 11 I 4 , Ill 1 I 1 [Q x DUMMY JOINT DETAIL FOR �S w A -M SANS S££ SLAB Fi.ANS. f DIMENSIONS TO POINTS OF INTERSECTION 9 L VIEW A ALL CHAMFERS %' SECTION C CURB R9 Y 5 g� r5 e OMIT✓u JOINT CI TWS FAi NO CHAMFER SLIPFORM ALTERNATE SEE " PICAL SECV09 - TRAFFIC BARRIER" FCR ADDITIONAL GETM15. AOJUSTM[r4 AROUND SLOCROUT 2' -, . O" x Y OLOCFOUT IN SLAB TO AVOW CONDUIT TO EXIT r8 CONDUIT PIPE5 SECTION %81 APPROACH SLAB (q PPRORCH SlA6) G-?% -4 DETAIL FOR A.PFROACH SLAB FOR DETAU5 NOT SHOWN SEE "OUTSIDE ELEYATIOW AND 'TYPICAL SECTION - TRAFFIC CARRIER" ON 'TRAFFIC CARRIER - SINGLE SLOPE (I OF 3f SHEET 50-0 45 AMW 1-406 Be 0./7 1.6 TO SR 166 Washington State STAGE 2 . WIDENING AND SR 616 INTERCHANGE Department of Transportation $ BENSON ROAD S OGE ®.... co IR • m a r O STEEL CONDUIT SECTION - CONDUIT DEFLECTION FITTING A NO INTER! '., BONDING JUMPER. SEE DETAIL THIS SHEET END OF SHI06E 2 STEEL CONDUIT TO PVC APPROACH SLAB —y ftPM1PY0R6 IN STATIONARY F£R ELECTRRICAL'PLANS. PLAN - TRAFFIC BARRIER (ABEL JUNCTION BOX LIPS AS SNOOK (TYP,) ( J -WIN 6 SAVIOUR PANEL STAINLESS OrE£L COVER SCREWS (TYF,) �. BUNDLE f 1 Y6 OR 66 Y5 ADJACENT TO EACH 'II nuPYC rser ENO OF JUNCTION BOX (TY-.) 150'0` MAX. J G JYOX 8 BARRIER PANEL j YA x D' -6' (TYP.) t INSIDE FACE OF BARRIER JUNCTION BOX d PULL BOX (TYP.) NEMA 9X STNNLFS5 STEEI. W/ BOLT -ON LID OR EQUAL FOR SIZE LOCATION. SEE JUNCTION BOX PAK EDGE OF 641DGE APPROACH SLAB J -90X h BARRIER PANEL mi ®! q J -60X A BARRIER PANEL 1 - 5F1O1F f.ON011 MOVEMENT rv� ILLLL� L:�J:LP:'v.� E. S. MOUNTING TA66 f 1- $'a CONDUIT PIPES BLCCKOUT IN BRIDGE (TOP ft BCTT6MJ,'TYP.J -. (TYP) OR 512E CONDOR b "P'GLYStYRENE F APPROACH SLAB ELEVATION - CONCUITS & J -BOX IN TRAFFIC BARRIER PER GOING SCHECULE FOAM. WRAP 1k TIMES AROUND _ LABEL JUNCTION BOX LOVER IN ACCCROANCE WITH STANDARD PLAN J -114 AND SPECIAL PROVISIONS. CONDUIT AND -- - CGNVUIt 9EFLLCiION FITTING P. ADJACENT JUNCTION CORES .4RE SHOWN CENTEREP BETWEEN ACJACENT DUMMY JOINTS. IF THE DISTANCE BETWEEN CONDUIT FItPNG STEEL CONDUIT SECTION ADJACENT DUMMY JOINTS !S RK -C` 09 GREATER, PLACE ADJACENT JUNCTION COXES SYMMETRICALLY ON EITHER NPE OF -'' - -. BETWEEN CONDUIT DEFLECTION THE CENTER OF ONE DONNY PANEL WHILE MAINTAINING f0' -P MINIMUM DETWEEN CENTER LINES OF THE JUNCTION BOXES. FITTING A ANP JUNCTION COX W PKEMOLDEO JOINT FILLER 9LOLFOV( FOR CONDUITS SEE STARUARP PLANS r WHERE i ACROSS A JOINT. TIN R P STEEL C N TOUPEE r CONCRETE CONCRETE - ENO M1CRG55 .4 JOINT. WRAP STEEL CONDUIT PIPE - . FOR ' ON EACH SIDE OF MIL.T PIPE WRAP 5TfiRi - TAP£ SHALL BE 8A WIDE, 20 MIL THICK AND SLEEVE EAR ExPANDEP roIYOTYIENE SECTION - INSYhLIFU WITH A MINIMUM OF ^ OYFRLAP -� B r WHEN£ CONDUIT IN A STRUCTURE SLEEVE AROUND CTO SE. PACT TAPE IS ROUTED CONDUIT 'IF A JOINT, W4P.' SEAMS T C CRE TO SEAL AND EXPANSION JOINT O' - STEEL CONDUIT IPE F09 f QA ON PREVENT CONCRETE FROM SGNPIN6 Y' ?1N. N 2. , ry EACH SIDE OF JOINT, PIPE WRAP - -Y - STAINLESS STEEL CON FITTING INC CONED i I CONDUIT EXPANSION RR Ap �, TAPE SHAM BE 2 WIVE 2C MIL MOUNTING TABS (TOP 3 BCTJ CANTER NO. 51440% OR AUFREP) C CGHEVIi PIPE SIZED l I EQUAL (9 EXPANSION REt {UIREU) ^: THICK M O PO LE,.P A PEA WIRING SCHEDULE MINIMUM Of 1' OVERLAP BUHO - -- JUNCTION t LE E Y6 OF RB YB N BOX . &'A P." x 15" MAN, a u -- JUNCTION. i�LO ETCH [NO GF i IX IN STATIONARY FORM BARRIER. 5' MINT MAX. / / ! A JUNCTION. BON {YYP.} —i APJU5TABLE NEMA SR IN OUT FORM (CONDUIT d THREADS E 5AARIER. JUNCTION FOR CAN BE I _ y CAST OUTS)PE STRll(.YURE) - RECE65EV UP TO NA. n 1 j (£.4 FITTING COND£CTIGA 1111. d( Y CONDUIT PIPE W CIA POLYETHYLENE CONDUIT CEFLif0 A Y e, dR COOPER PIPE DRAW r ! Z yY W M E 0 EDGE DF ROADWAY DIA5 ----1 LL5! #6 d LS9 85 __1__ ___ LOMINAIRE ANCHORAGE BAR L157 A (PER I LOCATION) .NARK °v! NUM9ER 9- PONi POOKA I Q LL'MWM1IRE 2E RERUIXED LENtatH ALL AIM_NS!uN5 AAE OUr TO 0'Ji CONDUIT FROM �Jll..... N BOX TO LI!MIMAiRE dy B A \ \ \7 L - LS11 d6 1 5 p' S I .S? d5 I RACK FACE OF PIPES? RIAN . L5!L <5 4 Sid' (T P.j I BARRIER _B3jJ4 LOST. �I Q3].913 _ a -tow P LST115 4 $CA 6` MAY, �I h X. P6 COST, OR r 15¢I J5 -- P 5PA & 6' MP# TYP PEDESTRIAN BARRIER ` O8 14 CON V— _` -( 1 -_ XEI.4'FORCEMENT �l—J P"e CDNDIIiY (YYPJ A A AI MVf.Y'ON BOX :.52 [L59� 1512 lvli FOR T'91. T d r- OEOAR5, SEE "PEDF.S`RIAN BARRIER° vHEETS PLAN A� F0R'. 51 T d S_ PAID. 5EE `TRAFFIC BARRIER' SHEET5 PLAN FOR' @5 A G] HAR5, SEE "PEJE57X!PN 51ARIEX" OR "TRAFFIC CARRIER SHEE75 lAj 'DETERMINE FROM PLANS NG'iE: PEDESTRIAN BARRIER ILAR. TRAFFIC CP.4Ai£R IS SIMILAR. FOR TYPICAL SIDEWALK REINFORCEMENT, SEE 'PEDESTRIAN CARRIER' 3HEET5/ ROADWAY 5LAP SEE "SLAG PLANS' +F PROVIDE ARCHITECTURAL TREATMENT ALL AROUND LU.NINNRE 50MP -OL'Y. SEE TYPICAL SECTIONS O.V SHEET 666 -0 -4E FOR ARCHITECTURAL TREATMENT DETAILS. J LJM!NA!RE --HAND HALE _ t Um) NAIRC PO(E ' ANCHOR COLTS (YYP.) (5EE NO" 2) r,SS BRIDGE PENC!NG GROUT PAD (SEE N.hY( 2} -- B311 06 COMP. t♦1 l: JUNCTION CO# T'e CONDJIT Ih�L� all d4 CON'T. LOMINAIRE ANCHORAGE BAR L157 A (PER I LOCATION) .NARK °v! NUM9ER 9- PONi POOKA I Q LL'MWM1IRE 2E RERUIXED LENtatH ALL AIM_NS!uN5 AAE OUr TO 0'Ji CONDUIT FROM �Jll..... N BOX TO LI!MIMAiRE dy B A \ \ \7 L - LS11 d6 1 5 p' S I .S? d5 I RACK FACE OF PIPES? RIAN . L5!L <5 4 Sid' (T P.j I BARRIER _B3jJ4 LOST. �I Q3].913 _ a -tow P LST115 4 $CA 6` MAY, �I h X. P6 COST, OR r 15¢I J5 -- P 5PA & 6' MP# TYP PEDESTRIAN BARRIER ` O8 14 CON V— _` -( 1 -_ XEI.4'FORCEMENT �l—J P"e CDNDIIiY (YYPJ A A AI MVf.Y'ON BOX :.52 [L59� 1512 lvli FOR T'91. T d r- OEOAR5, SEE "PEDF.S`RIAN BARRIER° vHEETS PLAN A� F0R'. 51 T d S_ PAID. 5EE `TRAFFIC BARRIER' SHEET5 PLAN FOR' @5 A G] HAR5, SEE "PEJE57X!PN 51ARIEX" OR "TRAFFIC CARRIER SHEE75 lAj 'DETERMINE FROM PLANS NG'iE: PEDESTRIAN BARRIER ILAR. TRAFFIC CP.4Ai£R IS SIMILAR. FOR TYPICAL SIDEWALK REINFORCEMENT, SEE 'PEDESTRIAN CARRIER' 3HEET5/ ROADWAY 5LAP SEE "SLAG PLANS' +F PROVIDE ARCHITECTURAL TREATMENT ALL AROUND LU.NINNRE 50MP -OL'Y. SEE TYPICAL SECTIONS O.V SHEET 666 -0 -4E FOR ARCHITECTURAL TREATMENT DETAILS. SECTION A SECTION g ELEVATION (LGOKWa AT FRONT FACE) EST. SIAN 4IER OF FIC 'let (TYPy` RECOMMENDED CONSTRUCTION SEQUENCE 1. MATERIAL PIECES MAKXf,!_&5HALL CE A55EMB1EV PRIOR TO GALVANIZING PER THE FUME SHOWN. THE %A FLAT BAR SHALL BE PLACE) ON ONE INOE'(BACK FACE) ONLY. 2, HOT 91P GALVANIZE THE A55EMOI EC FRAME AS SHOWN ABOVE. AFTER THE GALVAN!Z!NG 15 COMPLETED, PLACE THE PIECE MA @fiEO, N THE FRAME ANO TALK WELD AT EACH CORNER AS SHOWN ON SHEET NSO -51. D. WELD THE KEMAINING GALVANIZEC PIECES MAKKEC (OTO COMPLETE THE FRAME AS SHOWN PER HE PETAILS a, REPAIR OAMAGEV GALVANIZED SURFACES CPU TO THE WELDING P90LE55 !N ACCORVANLE WITH SECTION 5 -07.6(4) OF THE STANCARO SPECIFICATIONS A5 9UPPLEMENTEJ BY THE SPECAL PROVISIONS. NOTES I. ALL HORIZONTAL POSTS SHALL GE PARALLEL TO GRAPE, VERTICAL POSTS MAIL BE NORMAL TO GRADE_ VERTICAL LINES OF WIRE FABRIC MAU BE NORMAL TO GRAVE. 2. THE KAJUNG SHALL RECEIVE A CASCADE GREEN POV(PER COATEV FINISH PER THE SPECIAL PROVISIONS, S CUTTING SHALL BE PONE BY SAWING OR MILL!.4G ASP ALL CUTS SHALL BE TRUE ANN SMOOTH 4. WELLING SHALL LE PONE IN ACCORPANCE WITH AW5 01.1. E. SEE SLAB REINFORCING PLAN SHEETS FOR PANEL LAYOUT. HS5 SA2xYx. 14 TO SR 169 STAGE 2 - WIDENING AND SR Big INTERCHANGE FIAT FAR-` I FLAT PAZ Nbx1 BACK FRONT FACE FACE =111K=1111111 r(A7."BE 5x2N% 2 FL A r FLAT T OA CAx �44A FLAT bNR r 2Nffi (TMP') -' 2E GAG£ FIB W(R£ F.4EAIL FLAT PAZ FALK FACE Hnf (fYP.)�g %x2 Few _ T "A FLAT BAR FLAT BAR E FAO£ Al (BEYOND) (BEYCNP)J 2M x5 GAGE i0p OF - SS WIRE FABRIC ' TOP OF PEV£STRIAN ��TALK WELD I YnV "5 EACH CORNER P£OFSm,m, y g} �J FACE WEIV J ' NR%IER OR TRAFFIC BARKIEx— ••••••_ \ .- <(TYP.) r /'�✓ ..n. rvea_ BARB ER TRATFIC BARKER OR ''.,.\ awl. {SY W EACH CORNER ✓l eiV SV en SECTION A SECTION g ELEVATION (LGOKWa AT FRONT FACE) EST. SIAN 4IER OF FIC 'let (TYPy` RECOMMENDED CONSTRUCTION SEQUENCE 1. MATERIAL PIECES MAKXf,!_&5HALL CE A55EMB1EV PRIOR TO GALVANIZING PER THE FUME SHOWN. THE %A FLAT BAR SHALL BE PLACE) ON ONE INOE'(BACK FACE) ONLY. 2, HOT 91P GALVANIZE THE A55EMOI EC FRAME AS SHOWN ABOVE. AFTER THE GALVAN!Z!NG 15 COMPLETED, PLACE THE PIECE MA @fiEO, N THE FRAME ANO TALK WELD AT EACH CORNER AS SHOWN ON SHEET NSO -51. D. WELD THE KEMAINING GALVANIZEC PIECES MAKKEC (OTO COMPLETE THE FRAME AS SHOWN PER HE PETAILS a, REPAIR OAMAGEV GALVANIZED SURFACES CPU TO THE WELDING P90LE55 !N ACCORVANLE WITH SECTION 5 -07.6(4) OF THE STANCARO SPECIFICATIONS A5 9UPPLEMENTEJ BY THE SPECAL PROVISIONS. NOTES I. ALL HORIZONTAL POSTS SHALL GE PARALLEL TO GRAPE, VERTICAL POSTS MAIL BE NORMAL TO GRADE_ VERTICAL LINES OF WIRE FABRIC MAU BE NORMAL TO GRAVE. 2. THE KAJUNG SHALL RECEIVE A CASCADE GREEN POV(PER COATEV FINISH PER THE SPECIAL PROVISIONS, S CUTTING SHALL BE PONE BY SAWING OR MILL!.4G ASP ALL CUTS SHALL BE TRUE ANN SMOOTH 4. WELLING SHALL LE PONE IN ACCORPANCE WITH AW5 01.1. E. SEE SLAB REINFORCING PLAN SHEETS FOR PANEL LAYOUT. co I 14 TO SR 169 STAGE 2 - WIDENING AND SR Big INTERCHANGE W.- 1 04 i =111K=1111111 co I i' O O O 4 Y. Q RESIN OONDEV ANCHORS (Tro.) PARTIAL ELEVATION - C55 BRIDGE FENCING (LOOKING AT BACK FACE) PARTIAL ELEVATION - C55 5RIDGE FENCING —E e, RE51N dJND£D ANCHORS YY.) WIR VENT HOLC d H55 MEMBER ( LOOKNG AT DAC.K FACE) 4 SASE & BARRIFR �z A 565 HDG NUTS {TYP) �a��•����A5iM $TAKC THREADS AFTER INSTALATION. PROVIOE TOUCH -UP PAINT COATING ppo PLATE WASHER ( AFTER STAKING SHORT SLOTTED HOLE FOR LONGITUOLVAL LFVFGNG MUTE AJJUSTMENT(TYfJ «a O OP� Wa VA RR!ER o —E e, RE51N dJND£D ANCHORS YY.) WIR VENT HOLC d H55 MEMBER xi 0 a BAIOGE £XPaN %d% �JOINT ENO OF AYPRPALH %A9 )`t}"'' ILio F 1$I 5}- SU }Id} f I�'AVT BEAT 4 RETAINING WALL rt RELEASEDFOR. CON r'+r RS�MION B OGE 8 . +<a, BARRIER ON AFPXLA H aB 0 R AdgvWPY A'T 1EX 'x2]' -0 J_ s BARRIER ON P.PPROACN 91A5 (NORTNEA51 CdRNER - - -- - - -- 9EE KOM1OWAY 11N9 CSS ORIPGE TZA 0 C P PANELS k 9' -055 "z 5DUTHWEST LOKNER FENLfNG s8 -LSS lRANSITID.V FENCING PANELS &' S• {R (NOXTHEabT GOR ) ....._.... rr ` Ir 4' -L^ BARRIER TRANSITION RUSTICATIONS. SEE DETAIL ON ➢ARRIER SHEETS COO TRANSITION FENCING DETAIL - 50UTHWE57' CORNER NOTE: NORTHEAST CORNER PETAILS ARE SIMILAR. ,£MO OF APPROACH SLAG BALK dF PAY -T SEAT-\ BRIOGE EXPANSION JO)NY 5'OAOWAY BARRIER Mi59d°z B1Rd1£A ON AvgKOACH 5Ln8 SdVYHEAST OA X BRIDGE BARRIER SEE ROADWAY PLANS ,L69' 1N { 5ARAIER ON M1YPKOACH SLAB (NDRTHWl5, CORNER) <5 N6 - :'ANEL6 e -61b °a RN AST CORN X CES BRIDGE TAPPC65 F NCiNG PG 61T}} 3 9UTT FENCING —£Q YRAN D COO FENCING W � 4z Z] pff 4 NCONTRACTOX $HALL VERIFY OLMENSION5 PRIOR If) FENCING PAFAICATION. 1 <'-U rJCATIR TRANSITION ONE TRUER G SEE DETAIL ON EARLIER $MEETS C55 TRANSITION FENCING DETAIL - SOUTHEAST CORNER NOTE: NORTHWEST CORNER DETAILS ARE SIMILAR, NC. NSUE NAT£ INUE RECORD -bEE NM5N REMONED BY ENTERED BY CRECKED By DISgN . .mow arAre a. wuuax 1 E � 1 ' � � ' I496 BG•062 a ,w r �, a E 1.6 TO SR 169 TA�aMtONLEAm a STAGE 2 -WIDENING P.aIIIN[aER srxvrewc. NU a a" Washington State e i� are AND SR Std INTERCHANGE 57.E BAgdaa: 5, , .. 4 Dapll'6nsM of TraNBparN6DN o vwaYmB x¢EASED rox caxemeBnoN -u E. nIRaDN D.raseSexaDx P.wexnlER RFC - 7624 6 BENSON ROAD BRIDGE' a wows axAL DEwsx -u E. xetaox o.S�sERaox E.auFHTxER CBS BRIDGE FENCING DETAILS (3 OF 3) co ��oul� wXl 5 O APPROACH. STUD BRIDGE SAC PAV'T APPROACH. SLAD..... IL.. BRIDGE PLAN - EXPAN51ONPLAN JOINT PLAN -T EXPAN5ION JOINT AT SIDEWALK AT TRAFFIC BARRIER 4" MOTION RANGE ITEM NAME EXPANSION JOiNT NOTES MIN NORMAL TO JOICH : MANUFACTURER ITEM NORMAL TO IT. L SEE STRIP SEAL TABLE FOR APPROVED MANUFACTURERS, NORMAL TO JOINT 114 CHECFERFJ .NAME TYPE PLATE 2. THE ENTIRE STRIP SEAL A55EM31Y SHALL SE CONSTRUCTED TO THAT D. S. DROWN O55 5TRIP SCAL I. HE STRIP SEAL MAY 8E REMOVED AND REPLACED, i0P O "V DIft X 314- LONG ffi4D °F SIDEWALK GALV. CGUNTFR5UN.0 CAP APRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT DETAILS AND DOB STRIP SEAL ASK AGO SCREWS ® Cr INSTALLATION PROCEOU.RES FOR THE STOP SEAL A55EMOLY TO THE IS- 11/p" ENGINEER FOR APPROVAL TEMPORARY LIFTING, TEMPERATURE AND i $" - CONSTRUCTION ADJUSTMENT OElICE5 5HALL NOT BE WELDF.D TO THE O^ 4^ STEEL SHAPES. THREADED 5TUDS MAY BE WELDED TO THE STEEL SHAPES 1&" RJ WAT50N, (NC. AND REMOVED BY GRINDIN6 AND APPLYING A CORROSION PROTECTION r R.J. STRIP SEAL 400 SYSTEM TO THE STEEL SHAPES AFFECTED 5Y GRINDING. RJA IS" 4. T.YE SYPoP SEAL SHALL S£ CONTINUOUS. DOE FACTORY VULCANIZED RIP THING x .q SPLICE BE PERMITTED PER STRIP J200 -C ESSEN ffiRlP J200 -C C 2R" a- 5. IF IT IS ANTICIPATED THAT THE OPENING BETWCE.4 THE STEEL 5HAPE5 v ° 2" WILL BE LESS THAN I I /2" AT THE TIME OF 5EAL INSTALLATION, THE SHELL 11p" iN" MAY 9E INSTALLED PRIOR TO ENCASEMENT OF THE EXTRUSIONS IN CONCRETE, J. "LAW. 6. SUPPORT JOINT A.SSEMBI Y SO THAT GRADE 15 MAINTAINED DURING WNF CONCRETE PLACEMENT. SECTION C >. 'HE SHEAR STUDS ATTACHED TO THE STEEL SHAPES SHALL BE SHOWN 0.4 THE SHOP LRAWING5 AND SHALL NOT INTERFERE WITH REINFORCEMENT IN THE 'LOCKOUT. APPROACH. STUD BRIDGE SAC PAV'T APPROACH. SLAD..... IL.. BRIDGE PLAN - EXPAN51ONPLAN JOINT PLAN -T EXPAN5ION JOINT AT SIDEWALK AT TRAFFIC BARRIER 4" MOTION RANGE ALTERNATE 5H, CONCRETE CAME C A55 AS DECK CONCRETE I, . P -0" x 1'-P BAOCXOUT �( STRiP 5EAL OF SLAB TRIP SEAL K"E AIR RELIEF HOLES O 1 (Y' O.C. (TTP) �ALTERNA ;'F STEEL SHAPE 12 %'I y 6" 5TUDS EPA, 1.0" EACH ROW, ALTFRNATE 6.Bb• MIN. BLOLCOUT (Tyr.) OF DIAPHRAGM SECTION IV A SECTION g STEEL SHAPE TYPES STEEL SHAPE AT -IC CARPER IF RED 9Y FACTUREF MANUFACTURER ITEM NAME OPE.MNG "G" MIN OPENING "CR' MANUFACTURER ITEM NORMAL TO IT. INSTALLATION NORMAL TO JOINT TYPE Y .NAME TYPE WI OTH NORMAL Y D. S. DROWN O55 5TRIP SCAL .00 JOINT MIN. MAX. ffi4D °F ®64 °P I @BO °F D 5 BROWN _ DOB STRIP SEAL ASK AGO $ 4HI" IS- 11/p" 1}¢" i $" WATSON BOWMAN ACME WASP STRIP 5EAL SEW00 O^ 4^ vwl 1&" RJ WAT50N, (NC. Re WATSON. INC. R.J. STRIP SEAL 400 $LL" RJA IS" %' RJE _ IN, HEXLEL FY TV CO. STRIP J200 -C ESSEN ffiRlP J200 -C C 2R" 9'_ - -- A i IR" ALTERNATE 5H, CONCRETE CAME C A55 AS DECK CONCRETE I, . P -0" x 1'-P BAOCXOUT �( STRiP 5EAL OF SLAB TRIP SEAL K"E AIR RELIEF HOLES O 1 (Y' O.C. (TTP) �ALTERNA ;'F STEEL SHAPE 12 %'I y 6" 5TUDS EPA, 1.0" EACH ROW, ALTFRNATE 6.Bb• MIN. BLOLCOUT (Tyr.) OF DIAPHRAGM SECTION IV A SECTION g STEEL SHAPE TYPES STEEL SHAPE AT -IC CARPER IF RED 9Y FACTUREF MANUFACTURER ITEM NAME YET y /T°'A T TYPE S TYPE Y W TYPE X Y D. S. DROWN O55 5TRIP SCAL SSCM2 iK" SHAPE FOR USE IN TRAFFIC BARRIER _.�_ ;K" 2` SSE2, + I' IN, WATSON I O'NMAN ACME WABO STRIP 5EAL M, R, P 2 " D4" A );(" y" E vwl 1&" RJ WAT50N, (NC. RJ vTRIP SEAL RJM 2Yx" $LL" RJA IS" %' RJE _ IN, _ _ INC` Y,EXCEL FYFE CO ffiRlP J200 -C C 2R" 9'_ - -- A i IR" 2" E 11p" iN" 1.405 00-0-53 IS TO SR 169 STAGE 2 -WIDENING AND SR 676 INTERCHANGE a+ BENSON ROAD BRIDGE ev...RCnu eFVUr nerenc ,RIM OUTSTANDING LEGS OF ESCM SHAPE FOR USE IN TRAFFIC BARRIER 1!0. EMILE UAW MINE RECORD =DESCRIPnON DESIGNED BY CHECID:D BY OE M 4 o WNAOER: f.c[y4 J. "LAW. "I WNF Q' RHENDD�N viN LEAD: ( �P, mi R DgnpgRT o. 4 1 WGXhiof 9}Ri® ` RIMEADED GNELON4N P.GIENIXEW RACNAG£: CKAGE: DGpXF68GDt GF TFGNaporl T 0 SGW�p RFLEBAE6 FOR CfMAtiNCl1GX =80. E. XE189N f. RGYA C %p24 A ifWYM FDL%. DOWN .R', 1. NEIEON P. wnLVertvou a. nnln ...__ 1.405 00-0-53 IS TO SR 169 STAGE 2 -WIDENING AND SR 676 INTERCHANGE a+ BENSON ROAD BRIDGE ev...RCnu eFVUr nerenc W VIVINIM AP2 � b r ® EPDXY COATED NEi.4FOKC!NO55TEEL NOTE ALL GIMENSIGNS ARE CUT-TO -OUT. NO. ISSUE GATE S19UE REOaAa - niociu oN i OS!nn5 gE188UE0 0 tGTMl aEtFABEO FOR CONSURRUTION - PIER I APPROACH SLAB �all FRONT FACE OF WINGWALL AND EDGE OF APY.ZOACH 5LA8 <R 5T #4 9 V -6" CONSTRUCTION JOINT W!YN ROUGHENED 5L'RFACE GF WALL FORMED SRIDGE APPROACH FLAB EDGE ROTATE END HOOKS TC PROVIDE N6CE55AKY CONCRETE COYEK. CONTNU9U5 BACKER RW r RR API6 T #4 ® V -6" ' r# AP ®46 LONGIYI!D!NAL BAR 1J 1 rR U ®65 YRANSVERSE BAR TOP OF SIDEWALK J 11 i rRR 5 - APti WxR ®1'6° MAX. —1f° PREMCLDED JOINT FILLER AP!5 #6 OR AP!9 `P#6 — CURTAIN WALL OR - RETAINING WALL �- R AP3 x5 TRANSVER5E OAK AP1 6 LONGIO14MAL BAR SECTION q R 5EE APPROACHH, 6LA9 PLAN5 FOR BAR MARKS R# OMITTED ON PLAN FOR CLARITY. 5£E PEDE51­91AN 9ARR!ER OR TRAFFIC 5ARR!ER 5TIE_115. FRONT FACE OF WINGWALL AND EDCve OF • APP 7#6 LONCITUDINAi. OAK, APPROACH SLAB P R AP4 ®65 TRANSVERSE 5AR,1 py¢• ,1,,t RR1 485 ®9° RS ,, R SL 9 ®!'-6" TRANVEA �° BARS�� ` TOP OF BRIDGE C'ONZTK MON JOINT MPROACH 5LAB WITH ROUGHENED 5URFACE -� m TOP OF WALL ELEVATION - N t77"'. OPEN J-1JT. #5 TRA.VSVfRSf BAC 1 +£" ME) BR DG£ R Av! #e ONGITUDINAL OAR J APPROACH 61% EDGE P A,= 'e' ; #6 RO. END HOOKS TO ID PROVIDE NECESSARY CURTAIN WALL 9R ` CONCRETE' COYER. R A M1 VG WILL - - - -- \ —CO NTIN119U5 BACKER ROD SECTION g 1 -405 1-5 TO SR 169 BG -054 iN STAGE 2 -WIDENING WxehlnOA State on State DepaMman! of AND SR 515 INTERCHANGE ' BENSON R AD BRIDGE APPROACH SUB DETAILS H OF 21 °°" W NOT AS : 1, ALL E9GE5 OF ORISGE APPROACH SLAB SHALL BG -Oy-54 I HAVE z" KAOU EXCEPT THE LONGITUDINAL Na — SPAY AP4 � 46 8AR5 AND APB M ACUTE CORNERS 1%" RADIUS EDGE SHALL BE PROVIDED. 05 HBACK SANE LINES AND SHALL BE CONSTRUCTED AND OF S PAVEMENT SEAM BR5 '-ADD 15 x 5' -0" SOT. MAT ACRD_ SPACES W/ 1101 JOINT 35 E r SEE 'LAYOUP'FOR CARVE DATA, L PIER 4 APPROACH 5LA13 P82 sA # Arz �2` 46 , LONGITUDINAL BAR who // x% f'B9R5 9 9" /I %%IAPtE X44 ®t' -E` TUCN WITH RdUGHENEO SU RFACE Q j f 5 A. 6 AP �MA4 1-E FINISH GRADE X. TOP OF !J >�510EWALK %LAP2 IF &6 LONGITUDINAL Bhx �xx g2 g; XIVOE TOP OF BRIDGE APPROPCH SLAG NOT AS : 1, ALL E9GE5 OF ORISGE APPROACH SLAB SHALL HAVE z" KAOU EXCEPT THE LONGITUDINAL Na — EDGE OF THE FUCEEDING POUR OF A LONCKUDINAt CON5TRUL'TION JOINT. WHERE A 1%" RADIUS EDGE SHALL BE PROVIDED. 2. LONGITUDINAL JOINTS 54ALL 0£ PLACED ON MuruvER: SANE LINES AND SHALL BE CONSTRUCTED AND SEALED IN ACCORDANCE WITH STANDARD S SPECIFiCA:NO.N SEC'.'ION 5&0.-3(B. .AxNTS MAY BE EITHER A SAWC T CRACK CONTROL .IdiNT OR A CONSTRU„TiON JOINT. T -' TN —R - -® w SAWCUY JOINTS DNA" TERMINATE r D' BEFORE API5 g1C6 dR REACHING COBB OF SLAB AND MUST BE SAW CUT AS 500H AS P055IBLE AFTER PLACEMENT OF CONCRETE. 5" (TYP.) x API ®Y5 API9 i'i qpp QR45 TRANSVER5E 5AR5 / 1 -[AFT H LONGITUDINAL BART rR5E BARS J r x AF3 85 TRANSVER5E BAR 2 -WIDENG LONGITUQINAL x YP.P3 CS TRANSVERSE OAR AP �]48 LONGTUONAL OAR CRACK CONTROL JOINT OAR MARKS. r. WEKTHER SEE NOTE 2 �^ SECT ION C pND SR 51S INTERCHANGE SECT ION Q 2'4 FIRST PLACEMENT xx OMITTED ON PLAN FOR CLARITY. MIN. P C[R. - FA 7#5 Dap8ThnanB of TnHnBPO(faflOD TRAFFIC BARRIER SHEETS. _ -BACK OF P. DIIENTHER `'� jAP31 16 PACKAGE: lam.- / PAVEMENT SEAT 10!QTN9 RELEFEED FIXi CDNBIRUMO. -iA E. NELSON BRIDGE I APPROACH SLAB LONGITUQINAL RFC Zp CON57RUCTION JOINT SEE NcrE + a 2 A '-ADD 15 x 5' -0" SOT. MAT ACRD_ SPACES W/ 1101 JOINT 35 E r SEE 'LAYOUP'FOR CARVE DATA, L PIER 4 APPROACH 5LA13 P82 sA # Arz �2` 46 , LONGITUDINAL BAR who // x% f'B9R5 9 9" /I %%IAPtE X44 ®t' -E` TUCN WITH RdUGHENEO SU RFACE Q j f 5 A. 6 AP �MA4 1-E FINISH GRADE X. TOP OF !J >�510EWALK %LAP2 IF &6 LONGITUDINAL Bhx �xx g2 g; XIVOE TOP OF BRIDGE APPROPCH SLAG MA HMA ROAQWAY JOINT QETAIL SAWCUT SHALL BE FILLED WITH HOT -POURED COMPONENT IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9 -04.2 I) AND SEPLEO IN ACCORDANCE WITH STANDARD SPECiEICATIOG .SECTION 5- 053(6)8 SEE FINNED ANCHOR ✓EYNL AP5 $'F5 BACK OF PAVEMENT SEAT ®Y5 BRIDGE APPROACH sun -LoJ46 4nr3 a5 5U9FAC;NG BASE COJ95E COMPACTED DEPTH LONGITUQINAL SECTION AP9`9 X5 0 Or CENTERS, PLACED IN ABUTMENT (BARE MAY BE FIELD SENT) SUPERSTRUCTURE BEE "HMA ROADWAY JOINT L ABJTMENT o• J� , Na — APPROACH 5LAO EDGE III' I' —I I: MuruvER: S FORMED BRIDGE ^- T -' TN —R - -® w APPROACH API5 g1C6 dR I -5 TO Sft 159 SLAB EDGE x API ®Y5 API9 i'i /% iAP? ®45 x `TRANS TRANSVER5E 5AR5 / iA�YS �Y6 OR AP19 ®46 ,I`x -[AFT H LONGITUDINAL BART rR5E BARS J r x AF3 85 TRANSVER5E BAR 2 -WIDENG x YP.P3 CS TRANSVERSE OAR AP �]48 LONGTUONAL OAR x SEE APPROACH SLAB PLANS FOR OAR MARKS. r. WEKTHER �^ SECT ION C pND SR 51S INTERCHANGE SECT ION Q xx OMITTED ON PLAN FOR CLARITY. SEE PEDESTRIAN CARRIER OR .ee. Dap8ThnanB of TnHnBPO(faflOD TRAFFIC BARRIER SHEETS. _ -BACK OF P. DIIENTHER D.HENDEMN H.DUAN PACKAGE: lam.- / PAVEMENT SEAT 10!QTN9 RELEFEED FIXi CDNBIRUMO. -iA E. NELSON BRIDGE I APPROACH SLAB BENSON ROAD BRIDGE RFC Zp EXPAN &ON JOINT A OFF SHEET N"-OLa4 (%- CONSTRUCTION JOINT �'-+- K" SAWCUT JOINT P. GUENTHER FOR PEYP.ILS / WITH 6LA55 U FINi5H MA HMA ROAQWAY JOINT QETAIL SAWCUT SHALL BE FILLED WITH HOT -POURED COMPONENT IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9 -04.2 I) AND SEPLEO IN ACCORDANCE WITH STANDARD SPECiEICATIOG .SECTION 5- 053(6)8 SEE FINNED ANCHOR ✓EYNL AP5 $'F5 BACK OF PAVEMENT SEAT ®Y5 BRIDGE APPROACH sun -LoJ46 4nr3 a5 5U9FAC;NG BASE COJ95E COMPACTED DEPTH LONGITUQINAL SECTION AP9`9 X5 0 Or CENTERS, PLACED IN ABUTMENT (BARE MAY BE FIELD SENT) SUPERSTRUCTURE BEE "HMA ROADWAY JOINT L ABJTMENT o• aE ®lam Na ^ - MuruvER: a. saURAN J."UN w w.aH I -5 TO Sft 159 �BGO-S TABK LEADSTAGE 2 -WIDENG r. WEKTHER Washington Stato pND SR 51S INTERCHANGE .ee. Dap8ThnanB of TnHnBPO(faflOD OI'NAT ACROSS LONan. JOINT P. DIIENTHER D.HENDEMN H.DUAN PACKAGE: 0 10!QTN9 RELEFEED FIXi CDNBIRUMO. -iA E. NELSON D, ....E.. P. GUEMXER BENSON ROAD BRIDGE RFC Zp 7524 A BMpM FROM. DESIGN -3A E. NELSON T. SMA P. GUENTHER ..... „.�.. APPROACH SLAB DETAILS (2 OF Y) 1 mo:>s W AC LIN� PRORDLEY DROVE LINE OTODD LO OLD WON RUN.PoiNOT, .00OP20'r. NEN-77 .. rl 0%!!: " f DNA ORDrE WSSO NO A fr 0o Fi: D4— Q, 1. DEL AD, DE WELT ¢B -619Q 2, PLEFEUNCE ONE ELEVATION WOO z 7 ZZ PX, C71ROERS (WF586 ON 195 A- K RB-0.01 LEGEND fl STAGE 2 • NMDENING -------- EXI61LON7 WAT79 LINE Ip e9 AND SIR 51S INTERCHANGE 517 FRO)PLYMEO WATER LINE BENSON ROAD ia3 •YOMWEP -------- EX15TIW srow DRAIN PROADWYED SNORM POLAND 6YARD RAIL EJUSLIPLE CONNINUOULATION LAW OP05TINI6 COMMUNICATION LONE - - OW - - ON, - - OVERHEAD rVIANN9 UNDER JORLOGE MOUNTED LUMMAIRE LLAWMALON, ON 6ARIVER CE MEMA WX JUNCTION ROD RNIAINIHO WALL R NO 50405-TOO PROFILE DATUM MA'DIR 1904' W. mumme "M IME FROM -am VWDA ryrL :5EC.20 TO 23 M I CITY OF KENT 1 405 89. TO NOW, FAVI WOTAN (�nA, E A ONO IN6W415405 LIKE TO LUMUMAJINE KW I TOq SOOLON"ros "NY .405 C(Offta0f, PL 61PTUILuelz aIDN"Of N ovDOF DI LEE sr, r, AC LIN� PRORDLEY DROVE LINE OTODD LO LO .00OP20'r. NEN-77 .. rl 0%!!: " f 0o Fi: D4— Q, 1. DEL AD, DE WELT ¢B -619Q 2, PLEFEUNCE ONE ELEVATION WOO z 7 PX, C71ROERS (WF586 ON ME A- K aIDN"Of N ovDOF DI LEE sr, r, PRORDLEY DROVE LINE LO LO - ---- -- --- D4— Q, 2, PLEFEUNCE ONE ELEVATION WOO z PX, C71ROERS (WF586 CONY. FOR L.L. LOADING: HL-93 A- RB-0.01 I-S TO BE 169 STAGE 2 • NMDENING Ip e9 AND SIR 51S INTERCHANGE 517 BENSON ROAD ia3 i • O H J. IS IS E Lh ➢' TEMPORARY CONSTRUCTION OPENING PIAGRAM OVER BRA LINE ORO LINE PROFILE t a9 GENERAL NOTES iiELENISED FOR CONSTRUCTION L ALI MATERIALS AND WORXYANSLIFF SHAD. 6E IN ACCORDANCE IN YNE &EQUi&EMENT3 UP THE WA5HMUrON 5-ATE OEPARPMEN` OF TRANSPDRPOWN 5YANOARD SPECIFICATIONS FOR ROAT DEDUCE A40 APPROVAL CONSTRUCTION -. EN A35H VERSION DATED ENDS AND A ICAMARNPS 2. EXCEPT OCR SEISMIC HAM RA, THl5 STRUCTURE DAN SEEN SUPPOSED IN ACCORDANCE WITH TOE REQUIREMe`NTO a THE AAEHTO LRFO OPPOSE DE$;GV SPECIFICATIONS FOURTH. EDWARD DATED W07 AND 1NTEkLNI TMRORCH:"CA SE RLE PROVEN OVER SEEN:COAYDLCTEO IN ACCORDANCE: WITH THE REQUIREMENTS OP THE AMATO DATA SPECIFICATIONS FOR PIER SEISMIC. CRACKS PERMIT OFTEN WAY. TOOT: WITH WI DOT DESIGN MEVANYWO1M AMEMDMENPS IWZAOS Y51N'O SEISMIC INDEED CATEGORY C, SITE CLASS C AND :A. PENN 69WKP ACCELERATION COEFFUIENT. (LAW) OF 0.44, 4, THE CPNMEYE IN THE WARNER PECK, .PIER DIAPHANOUS, AND END DtAPNRAGM5 $HALL US" CLA55 ASSOC. CONCRETE IN THE CRUISE FHAFTK APAU 05 CLASS 4DWI ALL OTHER CAST -IN PLACE CONCRETE SMALL 8E CG455 4OOD. ,V THE.XOMINA_ SEARING CAPACITY OF SPREM 00r,,09 FAR 5ERVKE. SYREUMH AND EXTREME MENTt LIWT STATES. SHALL WE TAKEN AD (IN SUNS 5. THE NE AIDA& SHAFT CAPACITY PER SHAFT AT PIER f. &.2 FISALL AS TAKEN AS (El RIFSI: DE&I6N LIMP STATE DEE T STATE SERVICE -I STRENGTH 3 -- `$EfiACE -V LDCATDON EXTREME}.. 5ETTLSMENT (A FWW PIES.2 BRIN FRlCPION END SEARING A&F PIER '5 BAS I PAID 5. THE NE AIDA& SHAFT CAPACITY PER SHAFT AT PIER f. &.2 FISALL AS TAKEN AS (El RIFSI: DE&I6N LIMP STATE LRAFFISH SERVICE -I STRENGTH EXTREME- I ......... ENO GEAR }N(s ....__:c__. CAN 750 ]SD. PIES.2 BRIN FRlCPION END SEARING G40 275 840 &fO __._.... __._.L.._....._..._____- WHO iIXSD TIOw $PIN FRICTION _._..� tQPE RfS !$k5 fi HELENA OTHERWISE SYOWW ON THE PLANS, CONCRETE COVER. MEASURED FROM THE FADE OF THE CONCRETE TO WE FACE OF ANY REINFORCEMENT STEEL WWL( AE 2L INCHES AT THE TOP OF THE WALKWAY MAE. I INCH AT THE SEPTUM OP THE SRIDOE DECK, C INCHES AT THE TOP 0P ILRUMGS, 5 INCHES AT THE. NoTTOM OF FOOPAHGS AND HE fNCHEB AT ALL SPACE LOCATIONS. >. THE. CONDUITS. JUNCTION CORES. ANO IMA TIES ARE SHOWN POE REFERENCE ONLY. THE CONTRACTOR SHALL COLANNAIR THESE PLANS SAM WE ELECTRICAL, LTC. AND OTHER CIVIL MARC & FALSEWO&X $HALL CA CAREFULLY RUSAWAT TO "EVEN' SOLVED AN UNDUE STORES IN THE STRUCTURE THE CORPORATE FOR TRAFFIC CARRIERS SHALL NET 0E PLACED WJ THE FALdENORft HAS MEN RELEASED. & THE TELEVISION Of AIL EX!&TM.0 OUIOVE& WITHIN IPIS HARDLY WE LAW STRUCTURES. SONIC WE VERIFIED OF THE CONTRACTOR P009 TO EXCAVATORS 0.. &PLUSES IN CADILLAC SWAM OR MOOT RElNfbkCEME4T SHALL &E WELDED LAP SPLICE TYPE ONLY: U, IS DENOTES EFFECT COATED REPAIR, LEGEND DENI'DIES SECTION, VIEW OR DETAR E0 �/ TAKEN OR GNONk DN BkIRG£ SHEEt k& -O-XX TAKEN OR SHOULD ON THE SAME: SHEET co I yy TO H_ STAGE 2 • N AND SR 515 INTEPJHHA�-= co I I 5 I If PRO. PIER i I I I ELASTOIRM. 5EAKINO PAD ! I I ORe. PIER I BRG. PIER f TEMPORARY STYAN05 PRIOR CAST!NO DIAPHRArMS (TYP.) STAGE I- 5ET PRECAST GIRDERS IN PLACE & GUT TEMPORARY 5TRAN05 PLACE DECK SLAB REINFORCEMENT PIER 2 AFTER CASTING 01APHRAGMS CAST LOWER PORTION OF PIER DIAPHRAGM I I BOTTOM PORTION OF PIER DIAPHRAGM L V -E" ABOVE BOTTOM SHALL NOT VE CAST UNIT!' 50 DAYS OT PRECAST GIRDERS (TYP.) (MIN.) AFTER GIRDER FA5INCATION STAGE 2 - CA5T DIAPHRAGMS AND PLACE DECK 5LAO REINFORCEMENT TRAFFIC RAPPERS SHALL NOT OF CAST UNTIL THE DECK AND INTERMEDIATE PIER DIAPHRAGM CONCRETE COMPKE551VI 5TRENGTH HAS REACHED DE51ON STRENOTH AND ALL FAL5EWORK Hh5 SEEN I f PIER 2 f ESP. PER a CAST END d MTERM60 AT£ -- I q aRG. PIER s I � aRG. TIER a STAGE B -CAST DECK SLAB AND P1ER DIAPHRAGM NO" FAL5EWORK SUPPORT AFTER CONCRETE I TOP PORTIO.Y OF THE DIAPHRAGM AND DECK HAD BEEN IN PLACE FOR 10 DAYS AND HA5 REACHED THE RF.QUIREO OMON 5TRFNGTH : 17M STAGE 4 - CAST TRAFFIC BARRIERS CON5TRUCTtON SEQUENCE - 5VPER5TRUCTURE J. BAUMUM P. MUMMER Ulin I tlRG. PIER 3 G as NP Washington State tment of Tmnsportatlon BEARING PAD I 495 RB4•69 1.6 TO SR 169 STAGE 2 - WIDENING AND SR 515 INTERCHANGE RAMP BRIDGE OVER BENSON ROAD &AC' • O Y p M '� RI.^rHi SNAft� \•\ AHAFf PI YYP ILtEO \ \ \ FOLINVATION LAYOUT MOO I 1 5 ARE RAMAL TO 85405,M LINE MAXING`OF MER 2 W N 86'50 OT wo 1405(,04t,au'a ..,.tn.rvilders OFLEASED FOR CONSTRUCTION \ TO SR 169 WDENING • SR 515 INTERCHANGE JJ co IR I ti x n CO MR R55E OF cORrn N!NALL 'A'i"OP OF GROUT PAP El.EYTL__ 5C 40 85 LINE F titl 641LLEJ J __- GiAJER IA ORDER 'S 6 RJER IL G RJER 1J 16' PRCFVE GRADE 'rynPTS (TYP.j - -- r LJRTAM WALL k PIVOT Row. � � � P. ?3I 51 d6 I 33.4L $3.5$ r 109 °3C'15" ELEVA XAV N A5UREa IT EE OEAR.46 ALON PIER �N I r - 'd 405 Tav r4 5£P.RING PIER I FO ADDINONAL 1IOMENYFO 5 .ER COLOR REIMS, EA Ell I E SHEET Ra -o o0 s Ra -o � . �/MEy�NN■� r_ _ ! _ _ II 4 I f _ _ f 4 ;Y' I;' Jf GIRDER TO —� GIRDER ra I�.� GIRPE.0 fA t —� GIRDER P 1-4 S:9 " 3• -O• ]' -G T_ -0° 9 d 4' - %' 4' -5" PLAN a.a -D b"'405 Cwrdom J i:l}jti•8L't3Cf£L;'y. I� RELEASED FOR CONST.I., , ION _ • . • • - � - -MOUNT 5-. HELENE COLOR %5E 405 -IBS LINE " P!GMEN EO $EALEC ('YP)' PROFILE GRADE - -E GIRDER IC ,. -__ f� VIEW A II k V'POT PONT r- -4 GIRDER in -� f .¢.� w I - _ -' " SHAF -' (TYP.) - - -@ GIRDER 10 9MERIC FEARING PhD (•YV,) ,_ . OIRDER (LOCKING CALK ON 5TATICN) C£LAS 5EE DETAILL ON "PICAS I & 3 GEARING A > NO. E G!kDER iC �� pf A 1. ` SHEET RA -G -'G DESIGNED EY ° - -- CHECKED EY DESIGN £L �'a' gTATE GIFpER 5 GP (tYP.) SEE DErn.LS On• °TIERS i d s CURTAIN v OUr.A 5 SHFSY RB -0 -09 MANAGER: NO ��+ Tsr• i I I r I I:'. b v ANA LE I J. EAGMAr+ +o -.— MOUNT OAKER L l PIGMENTED VIA 1 -5 TO SR 158 RB•0 -0 I .0 DESIGN I, � II p• N11M TASK BEAD: N i STAGE 2 - WIDENING a^ gO.C, N0. E# A., al Washington Stat8 Department Of TrImsportatION AND SR 515 INTERCNANGE aNT3S6.ltigg R G. HENDERSGN 6. LALLAXAH PACKAGE: 7624 EJ D.IG... I w g Xe1AUCTIO Po -iA J.CEWERS AHENDERSON P.OUENTER RFL• jA SB405 RAMP BRIDGE OVER BENSON ROAD AT5 uj MOUNT ST. NELE ..L DESIGN -M �_ _ _ _ _ J.CENTERS + r +�,•• 1$ FICI f. PIGNENi ED SEA PIER S PLAN AND ELEVATION �� .� V RW4 — Vr 0 -------------- I f ! HOAR. REVEAL _ � +- . ' 2' -9.. E PIER 1 P..C.. pry;pr '.,. �b ITYP D£YA.6' 6NEE1 FINISHED GRACE i • Dy - - GROUND f f \�EX(STl.4G —LEVELING a PAP PAD 20" 0 ?1/16 1 'a 0" $nN `M5 /8" z EL 5700 ' F - '. p s HO 5 OF LAP ? u y - 3' 6' .3•.b'• EL. S9.i)0- 8 O` N i UC} ,. -__ VIEW A -� ELEVATION _ -' " SHAF -' (TYP.) (LOCKING CALK ON 5TATICN) > NO. ISSUE RECORD - DESCRIPTION DESIGNED EY ENTERED MY CHECKED EY DESIGN �'a' gTATE v MANAGER: NO ��+ Tsr• t. I I I r I I:'. 1.405 J. EAGMAr+ +o wAeH 1 -5 TO SR 158 RB•0 -0 DESIGN N11M TASK BEAD: N STAGE 2 - WIDENING gO.C, N0. E# A., al Washington Stat8 Department Of TrImsportatION AND SR 515 INTERCNANGE aNT3S6.ltigg N. GUAX G. HENDERSGN 6. LALLAXAH PACKAGE: 7624 EJ D.IG... g Xe1AUCTIO Po -iA J.CEWERS AHENDERSON P.OUENTER RFL• jA SB405 RAMP BRIDGE OVER BENSON ROAD AT5 A ..L DESIGN -M J.CENTERS M. MIYANGTG ENELAN PIER S PLAN AND ELEVATION �� 4 T MAX. ®YS &EF)- LRLf Av SHON 08 a j R (5 - ® FN TTP E.E.) aE N I HOOK EN05 OF BOTTOM GARS 90° � f 06 2 SPA. d 7' MAX. 9 0' MAX. I 5' 55 40,0", INE 3 `y 90.9-E GRADE O IF MAY ( 8 PIVOT POINT A5 N\ 5EE NOTE it T_ _ — _ _ _ ._ _ y— —!—j ------------ I I I �I I Ce SEARING 'I —ff GIRIIER ID E GfRDfR IC " —¢ GIRDER IA EFJ ,])]AIIJ F.F. &F0—,- 5 (R.F.) ® Rio E.F. -07 104115 - 56 SPA, 9 6° MAX. IF PLAN * CONSTRUCTION JOINT WITH ROUGHENED 54'RFACE. —Q GIRO£R IA I^ —ff GIRDER ID I Q O'em !C I � I �� I--E GIRDEK fe I I - - -- T !. HOOK ENO' OF FRONT AND SACK E FACE iC2 @AR5 AS SHOWN. O-O -Oa �— Y6 IS %' MRX. (Tyr.) BACK OF PAVEMEN,' SEAT PIER i 10 - PP 7 ARDACH SLA0: GEARING KKWII "' '� 1�PIER I - -WF50G P.C. GlfDPR (TYP.) ®85 SPA. R -FOR TDP Or GRDU +' PAO E'LECAYION I 5EE SY.E_T KG -0-06 FOR END DIAPHRAGM D£TgILS, 5EE'END ,R DIAPI!.BAGM G`ETNL5° 5HI HIE, RB.0�2@ 1,631#5 —F 2, -0 5 n 04' VNN FOR it µ ®w S I I 101 15 4 i00 Y1D i I � � fOOI.JS 20 SPA. M 1' -0" MAX. gi M16 11214, B 51A.0 9 r W. ISSUE DATE ISSUE RECORD -DEBCRIP 9 -I;1— - - - -- -- -- i1 0 �— -- -- -- 1- - - - - -- __ — _ _ = rtC fi * 5 Ofi5C SPh. W/ 1i5 F5 Y5- -- -- — — — —__— L K17— v 9 1921Y5— ABSDILT DMWIND 06MSI10 N IA LLLY ATION D ®YS &EF)- LRLf Av SHON 08 a j R (5 - ® FN TTP E.E.) aE N I HOOK EN05 OF BOTTOM GARS 90° � f 06 2 SPA. d 7' MAX. 9 0' MAX. I 5' 55 40,0", INE 3 `y 90.9-E GRADE O IF MAY ( 8 PIVOT POINT A5 N\ 5EE NOTE it T_ _ — _ _ _ ._ _ y— —!—j ------------ I I I �I I Ce SEARING 'I —ff GIRIIER ID E GfRDfR IC " —¢ GIRDER IA EFJ ,])]AIIJ F.F. &F0—,- 5 (R.F.) ® Rio E.F. -07 104115 - 56 SPA, 9 6° MAX. IF PLAN * CONSTRUCTION JOINT WITH ROUGHENED 54'RFACE. —Q GIRO£R IA I^ —ff GIRDER ID I Q O'em !C I � I �� I--E GIRDEK fe I I - - -- T !. HOOK ENO' OF FRONT AND SACK E FACE iC2 @AR5 AS SHOWN. O-O -Oa �— Y6 IS %' MRX. (Tyr.) BACK OF PAVEMEN,' SEAT PIER i 10 - PP 7 ARDACH SLA0: GEARING KKWII "' '� 1�PIER I - -WF50G P.C. GlfDPR (TYP.) ®85 SPA. R -FOR TDP Or GRDU +' PAO E'LECAYION I 5EE SY.E_T KG -0-06 FOR END DIAPHRAGM D£TgILS, 5EE'END ,R DIAPI!.BAGM G`ETNL5° 5HI HIE, RB.0�2@ 1,631#5 —F 2, -0 5 n 04' VNN FOR it µ ®w S I I 101 15 4 i00 Y1D u 1 G R9 D06 'o I 14 To (YP � I d ° a'FOK I'IE OAK DETAIL G I TIE CAR 6PA^IN6 DE: AIL I1' -0_{ F-3 SEE "PIERS ! S 5 DETAILS' SHEEr 91-0-08 j( '.811 - 7 Eb. 51A. CON'iTKUCTION Jr. W/ROUCaHE.VED ._...1_ SURFACE Y 00 I!D UY6 G 'TYP.EF.) p I, 04u ' � I -- i I � � fOOI.JS 20 SPA. M 1' -0" MAX. -- M16 11214, B 51A.0 9 r W. ISSUE DATE ISSUE RECORD -DEBCRIP 9 u 1 G R9 D06 'o I 14 To (YP � I d ° a'FOK I'IE OAK DETAIL G I TIE CAR 6PA^IN6 DE: AIL I1' -0_{ F-3 SEE "PIERS ! S 5 DETAILS' SHEEr 91-0-08 j( '.811 - 7 Eb. 51A. CON'iTKUCTION Jr. W/ROUCaHE.VED ._...1_ SURFACE Y 00 I!D UY6 G 'TYP.EF.) p I, 04u ' � I -- 5- floT #If -- M16 11214, B 51A.0 9 r W. ISSUE DATE ISSUE RECORD -DEBCRIP 9 -I;1— - - - -- -- -- i1 0 �— -- -- -- 1- - - - - -- __ — _ _ = rtC fi a — — -- -- — — — —__— u 1 G R9 D06 'o I 14 To (YP � I d ° a'FOK I'IE OAK DETAIL G I TIE CAR 6PA^IN6 DE: AIL I1' -0_{ F-3 SEE "PIERS ! S 5 DETAILS' SHEEr 91-0-08 j( '.811 - 7 Eb. 51A. CON'iTKUCTION Jr. W/ROUCaHE.VED ._...1_ SURFACE Y 00 I!D UY6 G 'TYP.EF.) p I, 04u ' � I -- 5- floT #If -- M16 11214, B 51A.0 9 r W. ISSUE DATE ISSUE RECORD -DEBCRIP 9 0 SECT ION (rYP. BOTTOM 2 LAYERS) --+ ry YIO Y6 11 f8 f12C'.Y4y�-V CP 9 v' MhX. v 9 GKI ABSDILT DMWIND 06MSI10 RR MS ADDED CJ. IA LLLY ATION D 1W]SNS RELEASED EaR CCARITRUGI BDOF` A 11DNBS FINAL SISSON -m ENTERED BY CHECKED Elf u 1 G R9 D06 'o I 14 To (YP � I d ° a'FOK I'IE OAK DETAIL G I TIE CAR 6PA^IN6 DE: AIL I1' -0_{ F-3 SEE "PIERS ! S 5 DETAILS' SHEEr 91-0-08 j( '.811 - 7 Eb. 51A. CON'iTKUCTION Jr. W/ROUCaHE.VED ._...1_ SURFACE Y 00 I!D UY6 G 'TYP.EF.) p I, 04u ' � I -- -- - -{I�YI - 7 E6. SPA. + 6-4' -. SECT ION (rYP. BOTTOM 2 LAYERS) --+ ry YIO Y6 11 f8 f12C'.Y4y�-V CP 9 v' MhX. v IA LLLY ATION )1086 Yi t6 Lf�Y4- 125PA. ®S.NM1X. BDOF` Y ENTERED BY CHECKED Elf DESIGN IQ'alox mhre aAWAGPR:: MO. ' ' 1.485 IS TO SR 169 R&O• ®T men TASK tFAD: k_z STAGE 2 . WIDENING D. HENDERSON P.GUEN111ER P.QUENIRER �NyPAp.T xQ Washington State Department TYamportatlOn AND SR 615 INTERCHANGE P.OUENTHER N.GWN PACKAGE: Ot S. HENDERSON P.GUENTHER 7$24 SS405 RAMP BRIDGE OVER BENSON ROAD X2.3 N.aIYAUIGTQ E. NELSON PIER 1 REINFORCING DETABI.S MOU'Nr EAKER COLOR PIGMENTEP 5EALER MOUNT 5T. HELEN5 COLOR GIGMENTry SEALER HORN- REVEAL FOR VYrAUV SEE "PIER I ARCFITECTURAL PETAIL 5` SHEET Rd -0 if (TYP) 9. I I N O VIEW C d -0 -C6 > NO. ISSUE LATE ISSUE NEW - DESCRIPNON a 1 11av1a #I wsA 0 1Y 9 RELEASED MR C UMV... -u A 11AWA S FMAL DESIGN . u SECTION 1.445Oorri or Dpsign- Du +Irders I r& i IQ. _... RELEASED FOR CONSTRUO'OC SECTION H Re G -L: - --1 E HEASING J PIER 1- 17 R5 SECTION J. MUNAN 1. DESIGN TASK LEAD: P. GUENTHER PACKAGE: 7524 RFC -3A SECTION WING WALL COPING DETAIL SECT ION Ra -D -Dz MB iYYP.J .-. �, f25 %tP1 T LIJyJniv ..l {27 lfgr17 m]'5 SECTION »ooi 1.405 RB -0-05 1 -5 TO SR 169 STAGE 2 -WIDENING Staff state llDn AND SR 515 INTERCHANGE $ OVER BENSON ROAD {✓�O PIER 1 SECTIONS AND DETAILS I E 6R, FOF PF SECTION THROUGH WING WALL DRAINAGE AND BACKFILL OETAIL5 —H-{- gym-}- 1 IX£ /TYP.) TIE BAR 5PACIING DETAIL LL r f4 TIE SE£ 41E BAR SPACIN6 DETAIL" ED- VEND - HORIZ. VAR 2_19c DAR (TYP) �13V° BEND WITH SEISMIC TIE HOOK TIE OAR DETAIL ALTERNATE 135° HOOK EVERY OTHER TIE VAR r 14 TIES WITH 1` -O MIN. LAP SPLICE. ' SEE VIE BAR SPACING DETAIL" -TIE EACH END OF LAP f SPLICE W IN WIRE "IN CLR. :L5° SEND EXTERIOR FACE ALTERNATE TIE BAR DETAIL VARIES PS r 2 PAIRS - I� 1401T zt" v _ 149 A,J 1'-6" MIN. LAP iPL14E (TY ➢. 141 � AV PLAN - GIRDER STOP REINF. TYP. EA. 6IRDE.R STOP i-�t�U ta61YlCfor D ign- Lt�liaer� €a�t�ASE€r F�}R ecTNSTRUrvi�loai OEMON FOR HEJBHT BEE VIEW OF ON PIE95 1 H 3 FINISH. TYPE IV EPDXY P NO. I ISSUE oArEl ISSUE RECORD - DESCNPTION' DESIGNED BY I EMERED BY I CHECKED BY I DESGN 9 MANAGER: x4 I-bO5 ARSWN x 9 ARAM ® ® 1-6 TO SR 168 RB -0-06 TASK LEAD: STAGE 2 -WIDENING 3 41NT090 REYISIDNS PER MI NO2 AND RF19291 P.OUENTHER D. NflmEREOX HGWX P.OUENDIER Cmny�n P y u „L S+ bL' Washington State AND SR 515 INTERCHANGE �^ f 9It &f0 RFl On- REVISED GIRDER STOP H.OWX O.HENDEASOX J. CENTERS PACKAGE: Department DB Transportation PI 0 1v2N09 RELEASED FOR COMMUCRON .0 J. cEx1ERS e. xExDERSOn P.000ITHER 7624N SB406 RAMP BRIDGE OVER BENSON ROAD (�2.'3 A 11(2009 FINAL DESIGN- M J. CENTERS O. NEXDEREOX E.XELSON RFC -3A at'_e�<u ew PIERS 1 & 3 DETAILS i d O 4 CODE OF Q ELA5YOMERIC PRO, PAD B G BOER (TYY.) I I I BEARING PAV ! - IJ u � _ mK� II e I I i N I I „ 9 r I z rc v E BEARING PAD ,NORMAL TO GIRDER G i ml PLAN ELASTOMERIC BEARING PAD 4 ELAOTOMERIC STOP PAD VUROMETER HARDNESS = 60 ryy L l SECTION D R END OF 'p COVE 19 GAGE (0.0749 ") GIRDER A GIRDER W � J kBM,hAYE� �4%ID^Y.OMER 4' PEM1R tiG PAO RECESS 2 3/0 OUTER LAYc'RS (GRAN= 4 ELASTOMEAJ A - j�4" INNER LAYERS (GRADE 6 ELASrOMER) 5 14 RAGE StlIMV (ASTM .0'011 GRAPE 250) PLAN - BEARING RECESS IN GIRDER + <rorAt THICKNESS INCIV9,N6 5MM5 'f ELA5TOMERIC PEADNO PAP VIEW q SEAPoNG FAD .193 SHUT) SECTION C 1• CH.iMFER i GIRDER K ELASTBMERIC (YYY) '.I PFARING YP.D k" OAP BETWEEN E TASTOMERIC 5T OF PAP 4161'0MERI6 STOP PAD AND GIRDER (YIP.)- r((TYP.) 5EE NOTE 2 GIRDER STOP, SEE II 0E'1'A115 ON 5HEET RB -005 (rrr.)sEE NarE 1 , OAF -6RBDT PAP BEM y9° FROM FACE OF GiR0E4 TO FACE OF GiR0E4 5rOP (rYP) r VIEW B P.UUEMHER pWIpRAipl PACC- 7624 RFC -3 NOTE5, I. GIRDER 5TOP5 SHALL BE CO.VSTRUCTEO AFTER GIRDER PLACEMENT. 2. THE CLASTOMERIC STOP PADS v.YALL BE BONDED TO ORDER STOPS WITH APPROVED ADHESIVE. 3, FOR SKEW ANGLES. SEE °FRAMING PLAN". SHEET 90 0-23 A OFAIINO PAP A GROUT PAP NORMAL TO GIROFK E VIER PAO ty �o a6 ELASTOMER)C BEARING PAD (SEE DEYAIL TFI 5HEET) GROUT PAP DETAIL 'k GIRDER, BEARING PAP d GROUT PAD LEVEL TAAN5VER5E i LO.NOML'DIM1'pt ELASTOME'RIC fµ• 0 i B PEARING PAP I � 61QNi PAP- I _z_ mW I 29- MAX. ALL AROUND GROUT PAD ELEVATION 1.408 RB4.10 I-5 TO SR 169 STAGE 2 - WIDENING Sate AND SR 515 INTERCHANGE isporta11on SB406 RAMP BRIDGE D ER BENSO ROAD 4 fLASTOMERIf. 5'QY Y/.�tYi 4v.(yCi z.( I y�'8�i lld.r$ I LNM � ��. J I I RELEASED. FOR CONSTRUCTi N LQ' SEARMG DESfGN TABLE 1 SERJlCE) - L(M(t SLATE FIER5 1 & 3 DEAD LOAD REACTION 176k LIVE WAD AEA;RON ('W!O IMPACT) Rik 0.FLOAPED HOCH` 4.12 11, LOAVEP HEIGHT (PL) 4.06 1,, DUAOMETEA HP.APNE55 KD 4 ELAOTOMERIC STOP PAD VUROMETER HARDNESS = 60 ryy L l SECTION D R END OF 'p COVE 19 GAGE (0.0749 ") GIRDER A GIRDER W � J kBM,hAYE� �4%ID^Y.OMER 4' PEM1R tiG PAO RECESS 2 3/0 OUTER LAYc'RS (GRAN= 4 ELASTOMEAJ A - j�4" INNER LAYERS (GRADE 6 ELASrOMER) 5 14 RAGE StlIMV (ASTM .0'011 GRAPE 250) PLAN - BEARING RECESS IN GIRDER + <rorAt THICKNESS INCIV9,N6 5MM5 'f ELA5TOMERIC PEADNO PAP VIEW q SEAPoNG FAD .193 SHUT) SECTION C 1• CH.iMFER i GIRDER K ELASTBMERIC (YYY) '.I PFARING YP.D k" OAP BETWEEN E TASTOMERIC 5T OF PAP 4161'0MERI6 STOP PAD AND GIRDER (YIP.)- r((TYP.) 5EE NOTE 2 GIRDER STOP, SEE II 0E'1'A115 ON 5HEET RB -005 (rrr.)sEE NarE 1 , OAF -6RBDT PAP BEM y9° FROM FACE OF GiR0E4 TO FACE OF GiR0E4 5rOP (rYP) r VIEW B P.UUEMHER pWIpRAipl PACC- 7624 RFC -3 NOTE5, I. GIRDER 5TOP5 SHALL BE CO.VSTRUCTEO AFTER GIRDER PLACEMENT. 2. THE CLASTOMERIC STOP PADS v.YALL BE BONDED TO ORDER STOPS WITH APPROVED ADHESIVE. 3, FOR SKEW ANGLES. SEE °FRAMING PLAN". SHEET 90 0-23 A OFAIINO PAP A GROUT PAP NORMAL TO GIROFK E VIER PAO ty �o a6 ELASTOMER)C BEARING PAD (SEE DEYAIL TFI 5HEET) GROUT PAP DETAIL 'k GIRDER, BEARING PAP d GROUT PAD LEVEL TAAN5VER5E i LO.NOML'DIM1'pt ELASTOME'RIC fµ• 0 i B PEARING PAP I � 61QNi PAP- I _z_ mW I 29- MAX. ALL AROUND GROUT PAD ELEVATION 1.408 RB4.10 I-5 TO SR 169 STAGE 2 - WIDENING Sate AND SR 515 INTERCHANGE isporta11on SB406 RAMP BRIDGE D ER BENSO ROAD i 4 a n N A co IR 1.406 Cortidb[ D _Dulld6t8 ii.LEASEB F, R FONSTRUF I[7P[. 8A31C. PIEX 1 GAGE 'f E ifCIIAtU9M RU5SKAYtGN 5� f REV£nm scrrON / WALL MINT, ° 1 e REVEAL OETAIL MCUMY EL I: - - - -$ MEVALUM M5icnrak . ARROW sr. NEEE ld INR FOMENTER SEAtM "" _TO SAEX (r YP.) MUM Sr . KMMR WIN PI6MENIE0 SEALER fYYF} 1 .D. D molymmm SRI= 'I LfldE[ Y A; � 1 ♦O" nO s 2 '` - I SEES -I- 91316 tr" ' " F.. I. W RWTIGATICN:INARRIES MSfC A tY- 1f2 .°° E %gE4fog MwAEE OE MNCREYE. REVEAL PAT RFYSA5 SEE REVEAL OEthlt FNIE I i i Sf1EEF� 1 ! MACNC,5Y. MIME MILE REiREZIENT 1 I PIGMXNTSD SEALER jttP. EXEEPF WHERE DYNfRW15E SAEWNI... I{#' R 20'-0" Or i at4' 815 O ! I S iAA, Y �nn�:�..... ± b , _ AT PPlNY M = I (ASffLAX SYbNR PAYTEXXj {AEMLAR 350k2 PhASERNJ pr ELEVA HON WE ISSus mml mug MCEW -aEflC PTREN d aY . EYtiEN® BY CNECN&a BY:. NrtNpRB! e P tur. �,. I e 1 "..a, AOL WA6 I.6 TO SR 168 RB•0.91 - * LExo. Washingtm state STAGE 2 - WIDENING F.LafENmEa �, °A 6G AND SR 616 INTERCHANGE -7 aacNna� Ls ent of Tpp P a rvaw® Lemsen':Fm cfyaeFNUmm. -xe yssMas¢ 4 w a. RTC 3A 7624 S fi P BRIDGE O E, A 1+ M%NL DE rox .s . °aTw. PIER 1 ARCHITECTURAL DETAILS co IR I 0 IS E a 'i EL>rvfirri}(fs % $FS HOOP 'FRMiHARIEN RETAIL R,b, Y4V &IYYRN. OH THIS SPINVr SHAFT I =# RFMPYE 9EIN WAVES, CONCEPTS T WEAK LEfY S9.@5 t9.86 GIIMGAEiE TO 50UHD GgNCREYE PRIgRYO i. SWEET :dOO1'JNH EiGHY S9#O 2500 9ESilNG OOLLMH REVi1ftJRGFMENT .._._ #a# OF,E' MrRA1 ZER ARMS AS THl$ SHUT I. ` 1 ♦ w_e,mY A, llA $ exlsnNa ? sHAFr ncauwva I �. q -0 N FOR NELSON REikF.^.ACENENY, I I SEE PPWIR 2 L[LLLMM PENPO SENIONY If R@¢i$SHEEr �- PEI OR SHAFT - -- _.k -L.- �2L[VAYIIN 1 ONSYgUGMYON JdfRC IN'N. -- �... •'•"• I {s£E !ApLEJ i RPJGHENEP SNRFAL£. 4 � LL �m I F \l i 1 � Odom ! tCTIC P EHRP WELD Sl W OR E1 UA WELDED LAP S a ARWINO SHML MEET I Dp ER, AMC. a Oe N( NOWDENOW6.. SEE TAMI $ PI£A. SHAFT A, EadLIN 24 - QU - ^U 114 WEAPON OF .'. F Ed SPA (ON TOrl) FfORR! TF HOOP HOOP TERMINATION DETAIL (TPIX,NUS OFI Nor)lNPRL'S co ��oul� waL nPoP s E OMI, LERNER tit 9Y NEP N HOOP TERMINATION DETAIL (TPIX,NUS OFI Nor)lNPRL'S co ��oul� Ri i a i' 20' -5 116' 11-5° �F.f / Ir .._ 1 ------------ 1------------- _------------------------ 4B YJ5 55 (JA'£� 1/ x- >EiC�. 'i ` -$ PIER2 `r _ LY. EPGE � � ftY. EDCoE y I OF PECK JUNCTION Of DECK / S7' .I. r _dJNCTIO4 N BCX / 10' -11" 9'0" 2' DIA RGS CONDUIT FOR � WVPER NAl1YtE LfGHY1NG� - I tLY. COLUMNS /� RT. COLUMN `E GIRPER A f GceDEre P [ GIRPER C Q 51RDEA P PLAN _ — '%x EL 91.63 C` LT, COLUMN ---I 4 Rb COLUMN +2" x fP" x 6' \ \\ xxEL 09.6C EL. 90.70 EL 52.06 JuNc 4 JUNCYICN BOX a � I .-RN I EL. @5.53- ry J12 EL. 66.95 -c I � I M1 \ 6 E GIRPER B/ 4 GIRDER CJ t GIRPER P L1, GIRDER h WPR.CA' 'fNT- 2 3 314 I D. L2" PIA, RGS CONDGIY FOR h !.�PA�8.5 j, UPPER BRIPGE LIGi.fP.PG I TOW AT PER 235/4 EL, di !a r I III k el SHEET R9 o.UN5 A40 PEYhl =S m^ JP - -- mm I -RIGI OF SLAB ELEVA YIObO MEASURED I AT Q MEN AND We,. FACE G'F BARRIER. I roe OF SHAFT xxk PE4'K CRO55 5ECYiON I$ SHOWN CN YNE FACE OF THE CRO.55 BEAM. I I F.GYENMER I PACMGE' 7624 Y PIER 2 PIER 2 >45" SECTION Frye. /� trrP�i 3 "iYYPJ J � Y -c, (TYP) I PIER 2 2' -3" 1 2' -3 TEMP. SUPPORT reMP..SvpPoRr. SECTION 112 {rrr.J PIER ._ �� —M1FbR 50iY1 EI£VAYIGN _R0558EM ELEV. TABI TEMPORARY SUPPORT DETAIL CONSTRUCTION SEQUENCE COLUMN 6 TEMP. SUPPORT O PLACE GIRDER ON TEMPORARY SUPPORT ®� CAST DIAPHRAGM STAGE 1 OF SHAFT \J CAST ROADWAY SLAB AND UPPER FUND DIAPHRAGM �5) REMOVE TEMPORARY SUPPORT VIEW STABLE OF ELEVATIONS AT BOTTOM OF 61Rt7ER (gOAYION GIRDER A GIRPER 5 GIRDER C GIRDER P SPAN f 58.01 N415 tl5.18 65. T6 SPAN 2 b4.07 I. REEK b5.bl k el SHEET R9 o.UN5 A40 PEYhl =S m^ JP - -- mm I -RIGI OF SLAB ELEVA YIObO MEASURED I AT Q MEN AND We,. FACE G'F BARRIER. I roe OF SHAFT xxk PE4'K CRO55 5ECYiON I$ SHOWN CN YNE FACE OF THE CRO.55 BEAM. I I F.GYENMER I PACMGE' 7624 Y PIER 2 PIER 2 >45" SECTION Frye. /� trrP�i 3 "iYYPJ J � Y -c, (TYP) I PIER 2 2' -3" 1 2' -3 TEMP. SUPPORT reMP..SvpPoRr. SECTION 112 {rrr.J PIER ._ �� —M1FbR 50iY1 EI£VAYIGN _R0558EM ELEV. TABI TEMPORARY SUPPORT DETAIL CONSTRUCTION SEQUENCE COLUMN 6 TEMP. SUPPORT O PLACE GIRDER ON TEMPORARY SUPPORT ®� CAST DIAPHRAGM STAGE 1 OF SHAFT \J CAST ROADWAY SLAB AND UPPER FUND DIAPHRAGM �5) REMOVE TEMPORARY SUPPORT VIEW STABLE OF ELEVATIONS AT BOTTOM OF 61Rt7ER (gOAYION GIRDER A GIRPER 5 GIRDER C GIRDER P SPAN f 58.01 N415 tl5.18 65. T6 SPAN 2 b4.07 64.65 REEK b5.bl -11,11-11. A V' v_R AND FACE OF 09055 NEAM. I -405 RB-M3 1-6 TO SR 160 STAGE 2 -WIDENING Washington State AND SR 515 INTERCHANGE Department of Transportation SB405 RAMP BRIDGE ER BENSON ROAD iN- PIER 2 PLAN AND ELEVATION R -a ie' -d'b• ig x SHAFT I t- cowM ELEASCCk Ft}R CQNSTR TIOPb.:. i COLUMN RECESS DETAIL ,ex a k co i i' re CGLUMN RECESS Mr.), Ott 'COLUMN RECESS 05YA 0 ON °FLEE 2 SECTIONS AMP OETAN ECCI:UMN SHEET RE 0014 I N 8 F" NPTE. BE *54E'511RALIMOGP 'EXMINATIPN RETAIL° TH,5 5NEET * *rROVIVE. BREAK N HPOP: TO ALLPW PLACEUENT PF.C&p Mr BEAM REiNfORLEHENT ®y Arx SPLICING Or COLUM.Y UIrS LYNNAi AEINFORCIMG ® SHALL NET BE ALL9WEP. {TrP.JA #w DETAIL p DEFORMED BAR RSiM APP$ 6A EO WCLP- AE H6'ONfr. g E LENGYN (LJ Y® &PfRAUXOGV S6 3G 6' . M � LEThIt' THIS SHEET —� Of- � SFIXAVHWI BARS COWAN REGE55 (tVP.k SEE TOLUMN4BEEF" OEYA16' ON BEEF" PIFR a AND V67ARF SHEEP BP 0'- 3FIRAIIHOOIS TERMINATION DETAII SEE "PIER 2 °HEAT: REYflILS' 1 (Y5'PIChL.fi4G 5tCNrlXAiXN(S EN05 RE 5PlkAE) mU a ]7-- ... 5 of O y CF cAkmA FtO. CA6E LOC N COLUMN ELEVATION {ORILLEP 5Y.AFr KEINFORCEMENT AMP 69050 SHOW RE(WORtBUB r HOT EAaWN FPM CIARITXj Na IssuE. coml issue .a ctBm - BESmi@%PN MIGNEP By BY BY BE& M4NA0*PL ;.,R 4 J.. DRIPIN TASK L V.. K colRwm RC. 7624 A,Lt PACRABE o F� 7axwe BBtenB cP ATN� a .sa xmu8 r.r�veercd... P.a RFC. .3A `�°. A.. iumwe FRU: .a.. xauN.. tl.mY eN�u 3, A f s MP OH 5ECT70N Ir oxoNlr NYfNG I.I'��. . EACf+CPRNERJ IOMLYj I#_ � Owl ia NOl. 5KAIT SAUK, : Y ! SOESSO SHAFT OR 1. CkP35 BEAM M.k AMIUT LMUMF BY selm I 4 COLUW SEGriON O co mm ® 17 CO!UMN ,�' YWA. ROy CANOVIT FOR I //J fE1HP. (iTf j yNPER dR,PfrE 11GMtN6J cm PT I R50IP eB�6i] I J AEfA1L � —E 4Y.. LOAUtak SifKPEft A ¢.6lROER.a Q O,fOEX C ¢ OIRPE4.0 Ee aASi85 "IME ,�E) + JJNCYfpJ BOx x e A �. SR 169 p — I AND SR 515 INTERCHANGE m® co OR '095, E££ A W at (YTP EA En b �4 H mm ® 17 CO!UMN ,�' YWA. ROy CANOVIT FOR I //J fE1HP. (iTf j yNPER dR,PfrE 11GMtN6J cm PT I R50IP eB�6i] I J AEfA1L � —E 4Y.. LOAUtak SifKPEft A ¢.6lROER.a Q O,fOEX C ¢ OIRPE4.0 Ee aASi85 "IME ,�E) + JJNCYfpJ BOx x e A �. SR 169 p — I AND SR 515 INTERCHANGE m® co d6 SEA at (YTP EA En b Y YS O (i1 mro:. I98W121 y 8 n i TNG A MtM9 mm ® 17 CO!UMN ,�' YWA. ROy CANOVIT FOR I //J fE1HP. (iTf j yNPER dR,PfrE 11GMtN6J cm PT I R50IP eB�6i] I J AEfA1L � —E 4Y.. LOAUtak SifKPEft A ¢.6lROER.a Q O,fOEX C ¢ OIRPE4.0 Ee aASi85 "IME ,�E) + JJNCYfpJ BOx x e A �. SR 169 p — I AND SR 515 INTERCHANGE m® co I 329 f5 YIES 5'-U'MIN. LAP ffo -#7 511KRUP U E PIER 2 A 6 COLUMNq N. O 230 6E tTYF.) 44 SI PIER 2 14 - 222 fill E0. SPACED I r I I e y" 22> F] STIR _ hv_ •3 $} r 4__ -� TIES ~ - TiS 14 - ®614 EACH LAYER TOTAL 2E) COLUMN REINFORCEMENT SPACED AS SHOWN (MIN. SPA. 5 ")M 5EMON g —f LT. IN"- RE -O -fp 6 1/2 - 6 112 " 5 U2 LIE. ZIE1 15 ;226185 DETAIL { PIER 2 REINFORCEMENT f P.ER 2 PECK SLAB REINFORCEMENT PECK SLAB REINFORCEMENT 14 222 YH Ep 'v_P_AL_ED B F22U fiT :5 CONDUIT 169 9RI06F "C" ON PDX I i rCONOTKVCIIOK JOINT VJRFACE T 5EMON C Y ADJUST LOCATIONS OF CCO55 SEAM LON6ITUOINAL REINFORCEMENT TO 8 -0 -06 AVOIP COLUMN REINFORCEMENT. SEE DETAIL E ANN F THIN SHEET FOR I 114 EACH LAYER (TOTAL 2.)A 6PAOEP AS SHOWY /MIN. SPA. 5") SECTION p —¢ RT. COLUMN B'0 -16 iLj Y E 0 -16 DESIGN ^FOg11 nc. `T o� w urar aAPo\aEa: fi. SAUMH IS TO SR 569 RB -0.77 TASK LEAD: STAGE 2 - WIDENING P.MENn1Et ,E im Washington State AND SR b76 INTERCHANGE PACKAGE: R' W'Department of Transportation 623 7624 V1 SB406 RAMP BRIDGE OVER BENSON ROAD PIER 2 CROSSBEAM SECTIONS & DETAILS W( 1 I{ � : �� 3ETRIN6 PLR p 8 44 1 S 'TOP OF GROUT PAD ELEVATIONS GIROER zA I GIROER 2D G1RDE& 2C GIXDER 2D 63.96 1 Ae.52 65.DB — VIEW JA 1406 I RE -0-19 Y 1.5 TO SR 169 y STAGE 2 -WIDENING state AND SR 515 INTERCH ANGE faportatlon 84 905 RARIP SRI MER Rub L.23 PIER 3 PLAN AND ELEVATION EXi6TING IArPROX GKCLNO '- ! 30r Of r:nnTINC F / V EL 6269 � n I � FINISHED GP,ADf - O S �+ m OET. DP FOGTiNv G EL 5 990 � ELEVATION NQ I MM VATEI InUE MoX)M - DESCWPTKIk I DESIGMED BY I EMTEMEO Bl' CHEfMED BY CF81GM sre � XANAGER xa J, eauwk w _ DESIGN a TASK LEAD: . 1.1111EMIX4 {S• �3 1 Motto "loin I AF14"ni M. GWW 0.4ENGFRBOX 6CALLAHAN PACIAGE : Nn4 ry b D papal 0 1LEYM ...D D 6G C6XS1R11CifON -3A J. CEXIERg 0.NENDEFSOk F. GYENTHBt ® y 624 1 \+if RFC -3A re A 1112MI R.L..MM -3& J. CEMfti Y.tlmAlMitl F. NEL4Dp VIEW JA 1406 RE -0-19 1.5 TO SR 169 STAGE 2 -WIDENING state AND SR 515 INTERCH ANGE faportatlon 84 905 RARIP SRI MER Rub L.23 PIER 3 PLAN AND ELEVATION - -BALR Or PAVEMENT SEAT A%20ACH SLAB rJE9 3 V V A A FOR END DIAPHRAGM DEYAIL3. ^ -E BEARING SHEEL RO-0 2a RAGIA DETAILS' PIER 3 { r�',� I 1 Ai ®a 4G5 -YBS LWF o 6 �r� 'nk 3f0 AE 311 xT q K K 0 �I 96 x5 96 SVA ®1 & MAX. Y T 6 AS 4 StP. O MAX. �G RDER (Yr) W 30@ PFOFILT POINT YY n M 1 4 SEAKING 6 PIVOT POINT 1 13 DO. , #5 5PA A 2'2' m a 1204 05 .....PIER 3-� 1 191/ 5 ! 3P2 A5 FOR TOP OF GR 04 S EQ. 5PA. O fi' MAX BU' PAP ELEVATION JIMOF SHEET RB -0-19 J 1_ $ v, F _ I _P- \ € GIRDER 2C 4 GIFPER 2P �' ® 2A I `4 GIRDER 28 2' -d' MIN FOR 302; x1Y F.F. 6 305', A5 'N.F 25 P11, 6 6" MAX. 5' 302 #!1 13 EPA. ®1 6'lAA —X. ,I B D 2' @ �� x5 n BARS q. IIh� In ® L y a I I IS _ (?ice' x5 53 SPA. D B" MAX. PLAN JI EON #5 I I I I I I I I NV I�NOUt)Ak TIE ('YP.!p 09 7115 55 EPA. b' 6' MAX xFOR TIE CAR DEYAN 6 k GIRPC'R 2C �' GIRDER 2D -'! ! 4 F TIE OAK 5PArfNG DETAIL y x5 P SEE "Pf£RS ! & 3 DETAILS' I—Q GIFDEF 2B ® E' !'-5" '-3` 6HEET RB -0 -09 —S GIFD£R 2A PLACE AS SY.OWN �® I I p. ®g5 I I i WINROUGH.EN- OJEURFACE -i- 1 ® 05 27 EPA N T -O-- MIX I I _ do A6 2z SrA. ®9• (TOP) ®8" (BOTTOM) T� 19Q2 xY/ - 13 SPA. S 6" MAX. 6" [35-21111 FF. H -03 15 N.F.' 25 SPA, & 6" MAX. B SO tii '3 5PA. & S" MAX . � bECTION R5 -D.19 � I t ILL I a I _ CONSTRUCTION JOINT WITH ROUGHENED vUUACE, J_J_ -•- �L -'-' - _0 xB 665PA.6 &'L -- L -t� - -~ ELEVATION N0. ISSUE DATE ISSUE RECORD - DEWRIPTNJN DESIGNED BY ENTERED BY CHECKED BY DESIGN �D Here Mq. NMANAGNER: wNq a�.. r I INN I -405 RB -0.30 m TASK LEAD: ® B STAGE T2 WIDENING _ I alia 1 ABbUILT dUWIN6 G. CALLFINX D. HENDERSON gNE� P.GDENTIreR ggMME./ka _ by Washington State AND SR 515 INTERCHANGE E&1&10 RFl OW AOBEB CJ. ®. GUFAIYRFk n,GGFNTXER PACMOE: � f DDpartmont of TEansportatlen ..�J 1alWS RELEASED Fq(COF6TRUCTION .BA J.CEMERB P. WOLYERYM! TGLA`� B4O5 RAMP ®RIDGE ®VER B N N R ®AD GZ..� A a1@Ym FINRL all -u J.CEMRf N. aIraNDTO " PIER 3 REINFORCING DETAILS A1E1 i 6 �E DEVELOPED VIEW R9 -b -lO 3ECT70N / p a3-o -zo SECTION ABOZb ME PIER FOR SECTION E 3-o zo I. °o T074 Q GEARING Y "_R 3 SECTION G x5 -o -zc e s WING WALL COPING DETAIL 3 F.M7 F5 I H6*rz AEYE) i qr N � m Z,- ELEVATION IQ REVEAL PETAIL 1, 7 906MATIO9 WP'CnrE5 AF51L zxrff lR 509FTGE OF COMCREM 1-6 TO SR leg AND SR $15 INTEROM -, "1 Na: )SACK °AWT 4 'ND OF �^ raiRDER -� a °I I O I I 8 -II I/2 I I C INTERMEDIATE DIAPHRAGM - -E BRG. PIER I �I EDGE OP DECK SLAB 6(73/ "O_______T J -ff CIROER V - 66 °34264� ff riRDEe 10 uzo 66esE - GIRDER 1 l N10 t 594E - -n6 °2030 � r Ro_R rD N20 2.6 "C - T - I � L More OF PECK SLAB I I I ff ➢!£R 2 I t I I t. -ff INTERMEDWE I Dih ➢HRACM RAGM e1 COLOR (TYP.)- % 111'I ff PAY E I PiAPHPHRAO A6M —. R d 1 nc 3n 5P iv I I I sends - *es uwE IF PAN /-SET SO EFV5 iOP OF \ TO THIS 11N£ ROADWAY \ \ \` SLdB -\ N I I I I I I I I I I I I I I SCREED 5ETTING DIAGRAM FOR PIMENSION "C" 5EE GIRPER SCHEDULE 'R MEA5UREC ALONG 55405 -YBS 1Oe, FRAMING PLAN 't P!END I A 3 P.RE RAP!AL TO 55405 T55 LfNE 6GRINC OF PIER 2 I6 N 66 °5010 "E -- MOUNT / ST. HELENS - COLOR Y f TRAFFIC 5ARRIE9- 5INGLE SLOPE tlP OF ODDER OMITS OF 5UPEK67KUC I DRIP GROOVE PIM °h" a T COOPER OFF OIRO-R SCHEDULE MOUwr sr. HECew5 LOLOR 6.0„ _ SHOULDER 55405 -Y85 CI NF ('� TRAFFIC 3ARRIER- PROFILE GRAPE 1 t`4 SINGLE SLOPE & PIYOT POINTS (I'YR) -ff INTERMEO!AYE L- ff ]NYERM£P!AYE � +- PIAP49ACM /-ff BRr. PIER 5 V' SKEW PIAPHRAGM COLOR (TYP.)- % " OF ! /-EDGE OF PECK SLAV 1 — -- t ( PECK SLAB p GIRDER 2A �W n6 °14'51 �I -- it r ff 'IRP R 26 MACK OF M,20 6B PAY" 5EAY y _._ -_. T - NO. rIRPER zf I DESIGNED RY I EMERED rff P6 °312f- -i� 97 t ..a.: B405 -785 WE - - -Ni5zb y.. A, t✓- tT5 ° ?994a I� .I A. £COL O I � J. MUMAN PECK PECK SB U § a' FRAMING PLAN 't P!END I A 3 P.RE RAP!AL TO 55405 T55 LfNE 6GRINC OF PIER 2 I6 N 66 °5010 "E -- MOUNT / ST. HELENS - COLOR Y f TRAFFIC 5ARRIE9- 5INGLE SLOPE tlP OF ODDER OMITS OF 5UPEK67KUC I DRIP GROOVE PIM °h" a T COOPER OFF OIRO-R SCHEDULE MOUwr sr. HECew5 LOLOR 6.0„ _ SHOULDER 55405 -Y85 CI NF ('� TRAFFIC 3ARRIER- PROFILE GRAPE 1 t`4 SINGLE SLOPE & PIYOT POINTS (I'YR) COLOR (TYP.)- % " TYPICAL SECTION > a NO. NUUE DATE ISAM RECORD - DERGRIPTNIN I DESIGNED RY I EMERED I CHeC K. aY ..a.: y.. A, 1.466 N J. MUMAN a' R &6 23 MIGN a M 1-5 TO SR 169 TASK LEAD: g STAGE 2 -WIDENING 1 OHFIn9 "wuKE0 D.CALLAWIH 0.pENDERBON P.OUERTXFR RQUENIHER 17624 t` ,yyy555) L Washington Stata ®apaY011anC TPanB`ION#90D AND 3R b1E _ CALIAHAN 0.MlNDERBGN P. WENTHER PACN/.OE: } Ol REIF 0 POR COHRPRUCTIOR -M O CALLRNRN P WGLVERTOX PflUEXYXER "� $ ®1 ®S RAMP BRI ®G'P. OVER BENSON ROAD OVER ENSON P°7, A 11!1➢WB FIXAI DEdI@I .Lt D. CAWINN P. NCLVERYDX J. DENIEWa _ remur ex FRAMING PLAN AND TyPit°°i4t. $6CT1 ®R S HNTERMEMAIR INSIORAEW A °A 9If' A T. SH€AR.FEYS I(SEE °FRARXNXIi SLAM F09 HOCATNtN5) pMiY AT EXTERIOR FACE I SH£EY 90.0AI.5 fiE FX ERtOR CURSORS) n -y i VOW91 ON THE fe 6 95 WI 2'FN &fH. SPi FACE I OVERVIEW I 1 1 I ..ADJUST PFOLENOIDS UEYAII IERYLCALLY G'i`Apt INS NOVEY 3 UP 3 D SYRANLS R SIR AY TRS *OMH' HOLES ANN PLACE INSERTS ON YHE I.IVfiNOR. PACE OF EXTERIOR FEROERS. PLACE DOLE$ AMR AIRPORTS:. PARALLEL TO AVER E AR MHTENEILE, LANCASTER MFAOE AYY4N4MrERIOR -62 F THIN $LAW (P Y:4Yd) FERRULE OR APPROVED EVIII, (TYP) . YIE V R WYEETH SHTIWN BY SHADED AREAL T I HARPER SECTION f... L FLAN LEXGYH SHALL 99 INCREASE AIR NECESSARY TO O%EVEM5AI FOR &tpRTENNG WE TO PRESTRESS MR SNRINXAGR. 2 RELAXNATION STRiND9 (AXWO ATYDG3 GRAS SHOD O:&`O IV FOR END TYPES A AND L CUT A4 5YRANOS FLUSH WITH YHF FIRED END3 AND PAINT WITH WE . APPROVED SPORT RESIN. EXCEPT :POR: EXTENDED STRANDS AS SHOWN. ,D NO TOP SURFACE. OF THE 019DEk FLOODS SHALL WE RDWiXENFR IN ACCORDANCE. IRATE SECTION $ -p ;9(35}+1 OP THE SYANOARD 9i°FCIFICA COWS. S. U TEXXX EHBEOMEt$ SHALL SE INSTALLER IN ACCORPAREff NATO SECTION Of THE STANDARD S'.ECIFICAPOHS. IS C NTXVN $HALL. BE EXIDUESEJ IN HAYESSL5 AND FLAtl.NG DIMNESS. ALL 0.90ERS SNUG Of CHECKED BY VNE CONTRACTOR TO ENSURE THAT THET AND SHARES ADEQUATELY rO PREARAF rNW% S AND TO CONFRGL LATERAL 9ENAINCI SHOWS SHIPPING.. ONCE.: €RECYER ALL GNAD£R5 SNALL. DE SERIOUS IAYERALtY TO PREVENT INOUNO UNTIL YHE DIAPHRAGMS ARE CAST AND CURED, 1. FD #MS FOR NERVOUS PAD RCCF55ES SHALL WE CQHSYRNCTEO. MR VASYEVEO IN MUCH `A:MANAER AS 10 HAD CALVE: SEMIARID TO THE PHRDER. COOPER STRAIN RELENE,OFERAVOH. H, TEMPORARY SFKM05 9NALL BE EITHER. PRFT£N91OMEP: RR.POBY- TENOIDNEP IN ACCORDANCE WITH SECTION 6 0;.3(3SX OF (NR SIANOARO $FECTUCAPtOMA IF AWEYEN5SWEP, THROE TEMPORARY STRANDS SHALL BE U RLSEWSD OVER ALL PUT THE 940 YO G OF TWO SERVER LENGTH AS AN ALTERNATE, TEMPORARY STEARNS VV Y bE ROSY YENS pHptl pH YME $AMR PAY THE PRFTENSIONttki IS RELEASED INTO THE 6NRDER 'TEMPORARY 57 -RANO CLHTlM6 SE[iUENCE. I. ERECT AN0 HRACS GIROERS 2. REMOVE EXPANDED. POLY5TYAENE IN TAU RACES CE5 IN TOP FIRST OF GIRWEAS. S. CUT STRAND ANN PLASTIC SLEEVE IN 2X2` RACES$: 4. RESERVE ALL MOISTURE IN RACE$$ TRIO& TO FILLING RECESS WITH GROUT. & CAST WrITAMEOIAYE AND END OIAYHRAGNS. EHP9 AHEAD PN $iATIDN XYEF AINNUIS I 5 RATE IV PIMENSAIN 'IX. AND 8AR5 LkFY 9F X D2 HARDER EW 5FIRRUPS 5 /^ FtELP SEND DIV. C kLi SIDES G9 &2RSR TOP °LOOSE 61 = D' SrS p °'^•' RULES LAREA' PULL IwrK 5 GS 6tRPE9 ENO LONOIY T H2 U, 1 1 G6 O ONKPER END RES GIRDER BO( TIMOR TIES VARIES FOR SRRWRO RHOS { X�- -` ENDS BALK ON SYAYIOM RE DARE R 0.Yi SO ¢ OS ISSUES END 404511 5 3TR, S - 15 M Y4. MAY 5E $UDSTITGTED IXELP BENDING IS 1 St = Iffi ( J N &A, GAREPor Mr. FLANGL TiE6: 5. 5I 5 ' PAIRS p %.fM SAR9. OR MI AND rM 9AR5, MAY 'G2 INTERCHA OICADLY AS BOTTOM FURROW IVES :.GN 61ROEX GOY FLANGE tfED y n .. y SHALL BE 1111111 FOR EFFECT OF VERTICAL CURVE, TO SR %9 _ 4 R.RR N~t L�FI�03� .. 4.s A �i INTERCHANGE AND SR 615 t 6 w § $`? EXIEMD 4TRAIGNP SPRhOF F W12 YIRS - _ (EA THROUGH (6) NO ON ALTERNATTE£R E (£NA TYPE XU STOCKADE AS SHARON, 8 L TYPICAL END ELEYATIQ PEI600 6ESENNO RESOARED TO RETAIN w VT CONCRETE COVER AT PAVEMENT $RAY. IT �I 6 95 WI 2'FN &fH. SPi FACE I OVERVIEW I 1 1 I ..ADJUST PFOLENOIDS UEYAII IERYLCALLY G'i`Apt INS NOVEY 3 UP 3 D SYRANLS R SIR AY TRS *OMH' HOLES ANN PLACE INSERTS ON YHE I.IVfiNOR. PACE OF EXTERIOR FEROERS. PLACE DOLE$ AMR AIRPORTS:. PARALLEL TO AVER E AR MHTENEILE, LANCASTER MFAOE AYY4N4MrERIOR -62 F THIN $LAW (P Y:4Yd) FERRULE OR APPROVED EVIII, (TYP) . YIE V R WYEETH SHTIWN BY SHADED AREAL T I HARPER SECTION f... L FLAN LEXGYH SHALL 99 INCREASE AIR NECESSARY TO O%EVEM5AI FOR &tpRTENNG WE TO PRESTRESS MR SNRINXAGR. 2 RELAXNATION STRiND9 (AXWO ATYDG3 GRAS SHOD O:&`O IV FOR END TYPES A AND L CUT A4 5YRANOS FLUSH WITH YHF FIRED END3 AND PAINT WITH WE . APPROVED SPORT RESIN. EXCEPT :POR: EXTENDED STRANDS AS SHOWN. ,D NO TOP SURFACE. OF THE 019DEk FLOODS SHALL WE RDWiXENFR IN ACCORDANCE. IRATE SECTION $ -p ;9(35}+1 OP THE SYANOARD 9i°FCIFICA COWS. S. U TEXXX EHBEOMEt$ SHALL SE INSTALLER IN ACCORPAREff NATO SECTION Of THE STANDARD S'.ECIFICAPOHS. IS C NTXVN $HALL. BE EXIDUESEJ IN HAYESSL5 AND FLAtl.NG DIMNESS. ALL 0.90ERS SNUG Of CHECKED BY VNE CONTRACTOR TO ENSURE THAT THET AND SHARES ADEQUATELY rO PREARAF rNW% S AND TO CONFRGL LATERAL 9ENAINCI SHOWS SHIPPING.. ONCE.: €RECYER ALL GNAD£R5 SNALL. DE SERIOUS IAYERALtY TO PREVENT INOUNO UNTIL YHE DIAPHRAGMS ARE CAST AND CURED, 1. FD #MS FOR NERVOUS PAD RCCF55ES SHALL WE CQHSYRNCTEO. MR VASYEVEO IN MUCH `A:MANAER AS 10 HAD CALVE: SEMIARID TO THE PHRDER. COOPER STRAIN RELENE,OFERAVOH. H, TEMPORARY SFKM05 9NALL BE EITHER. PRFT£N91OMEP: RR.POBY- TENOIDNEP IN ACCORDANCE WITH SECTION 6 0;.3(3SX OF (NR SIANOARO $FECTUCAPtOMA IF AWEYEN5SWEP, THROE TEMPORARY STRANDS SHALL BE U RLSEWSD OVER ALL PUT THE 940 YO G OF TWO SERVER LENGTH AS AN ALTERNATE, TEMPORARY STEARNS VV Y bE ROSY YENS pHptl pH YME $AMR PAY THE PRFTENSIONttki IS RELEASED INTO THE 6NRDER 'TEMPORARY 57 -RANO CLHTlM6 SE[iUENCE. I. ERECT AN0 HRACS GIROERS 2. REMOVE EXPANDED. POLY5TYAENE IN TAU RACES CE5 IN TOP FIRST OF GIRWEAS. S. CUT STRAND ANN PLASTIC SLEEVE IN 2X2` RACES$: 4. RESERVE ALL MOISTURE IN RACE$$ TRIO& TO FILLING RECESS WITH GROUT. & CAST WrITAMEOIAYE AND END OIAYHRAGNS. EHP9 AHEAD PN $iATIDN XYEF AINNUIS I 5 RATE IV PIMENSAIN 'IX. AND 8AR5 LkFY 9F X D2 HARDER EW 5FIRRUPS 5 /^ FtELP SEND DIV. C kLi SIDES G9 &2RSR TOP °LOOSE 61 = D' SrS p °'^•' RULES LAREA' PULL IwrK 5 GS 6tRPE9 ENO LONOIY T H2 U, 1 1 G6 O ONKPER END RES GIRDER BO( TIMOR TIES VARIES FOR SRRWRO RHOS { X�- -` ENDS BALK ON SYAYIOM RE DARE R 0.Yi SO ¢ OS ISSUES END 404511 5 3TR, S - 15 M Y4. MAY 5E $UDSTITGTED IXELP BENDING IS 1 St = Iffi ( J = GAREPor Mr. FLANGL TiE6: 5. 5I 5 ' PAIRS p %.fM SAR9. OR MI AND rM 9AR5, MAY 'G2 INTERCHA OICADLY AS BOTTOM FURROW IVES :.GN 61ROEX GOY FLANGE tfED y n .. y SHALL BE 1111111 FOR EFFECT OF VERTICAL CURVE, 05 TO SR %9 L�FI�03� .. �i INTERCHANGE AND SR 615 # TOP OF ¢ GIRDER O O 00 00 08 - I �-OEU STRAND (MAY BE ADJUSTED M TO EITHER SIDE OF 'WED) STRAND PATTERN AT GIRDER END HARPED STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. ¢ BEAKINS RECESS I 6 ­- STRAND PATTERN AT q STRAND STRAICsHT STRAND LOCATION SEQUENCE SHALL BE AS SHOWN (1), (2) ETC. L. CHAMFER ON BEARIN G NiOYH 2" - vEE� FLANGE FOR SKEWS ( TIERS ] d S SEARING GREATER THAN ]5° '� --LrI OEYNLS" 51,EET I II II II II II II II ' II / II I II II I II FAKN W "EXPANDED POLYSTYRENE RECESS FOR SKEWS GREATER THAN I5 °- 1 1 It _-_.IL. II _ll_ ?4" CHAMFER ON , II II II WEB FOR SKEWS , 11 II II GREATER THAN 15 °J It II II W EKPANPEO POLYSTYRENE 1 1 f FOR SKEWS GREATER THAN 15'- /fl 'P {EYEL (AFTER LEVEL (AFTER / LASTfNO 5LA5) 6H51ME 31A2)- GIRDER SLOPE END OF PRE5TRF55E CONCRETE GIRDE a SAWTOOTH DETAILS SAV/YEETH ARE FULL WIDTH - USE SAWTOOTH KEYS FROM BOTTOM OF OOTTOM FLANGE TO OOTTOM OF LOWEST HARPED STRAND AS WELL A5 TOP FLANGE AOJAOENT TO HARPEP STRANDS AD SHOWN IN VIEW B - WF 586 Gi NlER DETAILS (1 OF 3) II II II I E tlE ¢ DE RECESS ESS RECCESS ESS PLAN - GEARING RECESS AND BOTTOM FLANGE SPALL PROTECTION DETAIL GIRDER SCHEDULE AHEAD 0.4 3TATiONING ¢ DEAKINS ¢ BEARING GIRDER PLAN NOTED U AND LT ARE SHIPPING SUPPORT LOCATIONS AT LEAVING AND TRAILING ENDS, RFSPFCTWELY. TRANSVERSE REINFORCING SKEWED ENDS ONLY TRANSVERSE RFINE SHOWN DIMENSION "A" AT OEARIN65 = 12 1/Y SASSO ON GIROER DEFLECTION - 0' AT TIME L'F CLAD PLACEMENT (120 DAYS) MIN CONC. COMPRESSIVE 5TKENGTH HARPED 5TRAirMT TEMPORARY LOCATION OF CG. STRAN95 N N t t C __L iT 91 Bp PI Pp NGTH og z (DEG) (DPA.) IRDER NO OF JACKING N0. OF JACKING NO. OF JACKING E) J71 �y STRANDS FORCE STRANDS 'ORCF STRANDS FORCE £ Fd Fb Fa `A t- K6 (KIPS (KIPS) (KIPS) C u A. 1 A A 0 4' -d' 12' -1' 12' -tl' &3.5 65.5 I' -10 " 6.0 7.0 15 559 30 1315 2 8D 2 ]1B" 3 3/r 3" tO 1/2° 1 v(5" 3 IJ2" 3 T;B" I B A p F -0" 12' -p• 12, -0'• 93.5 6v.6 1' -Id'- /8" 6.0 ZO 15 659 3G i$18 2 BD 2 ] / &' S 5/0" B" ifi i/2' f 9/9" 3 1/2" 4'" - 1 L A P 4'-d' 12'-G" 12' -6' 9.9.5 85.6 1' -IJ` -- 14" D.O T.O 18 853 SC 1319 2 BB 2 ]lff' S S(D" 3" 10 1/2' Y' 3110 4" ] 0 A p 4' -G" 12' -0" 12` -a 93.5 E5.6 P -1d - 10" 6.5 6.0 17 ]4] 36 ISB2 P. 00 3 310" 3 7QH 9 if 112" 2 OZ. 4 V2" 5" - 2 A. 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ANCHOR STRAND MrH VIVO MEN WEDGES OPENED ADDED EXECTEDIL VERIFY. WEPGEE ARE SEATEP ThRMLY MLYRUtAMY 'PORE PLANTER WAPHRAGM. CONCRETE. EXTEND 5TRAPPAr STONED$. (v THROUGH (a) AT END AHEAD ON STATUTE, EXTEND STAAIODT STRANDS (SO MODENA(AS AT END BPVE ED STATIM. EXTENN 5rFAICHT. ST FFAN N THRINI6H (P) AT END AMOA.4N SPAT 4N EXTEND DTRAXENr STRANDS (9) THROUGH 06) AT END DANA ON STATION. Q STRAND EXTEN51ON DETAIL =IQ ENV VIEW rEMPORARY STRAND POST - TENSIONED ALTERNATE ADJUST W OARS YO CLEAR THE STEEL PLATE € SANDS I TYP.J SECTION t A STHE& AMLHPR l A,\ AR WITH Pl "a HGiE.. \,, a -.9' A m GIROSN END 6. RS ENA .. iNvERMAT£i nua NE Ate! Q STRAND EXTEN51ON DETAIL =IQ ENV VIEW rEMPORARY STRAND POST - TENSIONED ALTERNATE ADJUST W OARS YO CLEAR THE STEEL PLATE € SANDS I TYP.J SECTION t A s i # I S d ELEVATION WERME„Q(AtE DIAPHRAOM, IDWEN51OMS AND AIDNG P!APHRAGM FACE OF SIERRA WED AW WIN. P MA. BOLT (T lj A, MAC ."READ ly6 ANCHOR DETAIL ASIAN A -Wi Wift 1, SEE `FLAWING FLOW LAEFT RB'0'25 FOR OIAPHNAGM LDLAPtOM RAN OKDALTArIOM. 2, 6WALAR5 SHALL EE HELD WaOkY IM PLACE WF£A' PfAPMADAM9 ARE MADAN, X WANILING OAR 5HALL OF TREADED THROJ6H HOLES 'IN "RIVIR5 PRIOR TO PLACING OF EXTERIOR GIRO£ &5, 5, 592 GARDER 5LMMIE ON 'WARNE 41RDER DETAILS (LDIEU 2 OF 57 FOR OIWENSEDN °N. SHEET ZCO -OA TOP £ O)APHAACAL NORMAL TO OSCAR SECTION A 14 EDGE OF CLAD TO ENO OF OIAPNRAG.M TO GNP OF DIAPHRAGM VARIES (PIER Dj, T' (PIER ij t 50405 -105 2 F4031 ` IC (PIER 1) LINE VIC (PIER W(W a T MIN 5PUCE)WHEN PROVO) {� 1 1 °��. R4 (PIER 1) LL FARAEL 1 K1 ��3 F4 "PIER B) may. RATITE £ND HCOXS I \ /�.(}tj�� \j ` T_ J— C1 '.O PROVIDE NECE5CARy �. CONCRETE COVER I ------- + _ r' 1 I I I I < TEE "BUTYL RUDDER 1, AY 1E9Yi4'A1. JOINTS' i! - (- PEYAIL THUD IIHEc I w }� I �_ - A ', 111 I I ' __ -II J — GONSTRUC'104 JO1Ni RU88fRY `1 -- PAVEMENT 5EM15Y BEARING -_r g VIAptlRAGM' 10" 2' -fl V'.' t GIRDER 1 _ - I j END D(APNPAGM Darai rws sHEV sP1 ®RwN {eNER£a D) 1 -- a au-:1 .4 rY,FR v h ) ELEVATION (W/ 2' -0" MIN _ I WITH sMOOtH FINISH TYP.j� 2 �R6 A �V4 (PIER S) 1: ror 0, (W/ 2'-R' M N. 600CE W. 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GIR DLODERS SHALL BE HELD RIGIDLY IN PLACE Q R °ARINf' �5" OPEN ,t01MT WHEN DIAPHRAGMS ARE PLACED. SECTION A END DIAPHRAGM GEOMETRY _ SEE DIRPER SCHFDULR ON "W5RG GIRDER DETAILS (SHEET 2 OF Sp FOR DIMEN5iON "A ". ALL LONGITUDINAL DIMENSIONS ARE NORMAL TO SKEW. > NO. ISSUE GATE ISSUE RECORD - DESCRAVION I DESIGNED eY I ENTERED BY CHECKED BY I DR... .FM NG 6 444p, IN ... BANAGER1-405 x en... M.. I.5 TO SR 969 R&629 CI TA8K �D fo 1 STAGE 2 - WIDENING F. SUENmES Washington State WDUCH RENEWED a. cEmERS o. MINI ReoN F.GUENrKER RnoKAOE: ° '" � Department of Transportation AND SR 515 INTERCHANGE a 1BaNm RELEASED FOR WNSTRUDTION -u a. DEf6rEfti F.wGLVENTOU F.GUEmmER 7624 SB405 RAMP BRI E OVER BENSON ROAD a z3 iq I A 1tPa900 FINAL DESIGN - u 1cFxtmS nuE•uas®cw R.n-M. _____ e®an mwouonnu ncraeiIN a "� to R E ofa. 1 PIER } d t p I Et31ROER..rP_ MI�ER IE ft IP 1 v _ �€ GIRMER IF v 5 A: 3�beBl8.00 1 v R€ Roger m, M - EdtlE dP P££t SLAD 7: of-Me OF, to 9 Mn#. 4 `^^^ -•� 25C�6 :BAT, S5 219 SpA. 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DECK SLID E96E)k EPOE 9P PECK ✓<AD II II 11__ 1 CER 2A 1T {5j5SJJ� F510, EGL41 PA W 14" VAX. y— i P AT OYERi1PV!) ._. =4 `JJJ. op J S,A. 61 0 MAX, 6 6' % YP 6ETYJEEN 01R�ER5) - € 6 KS-A 28 — - j CYDER 2C - 1 1 f-E GRPIR J.0 (AT PIER 13) IIi MPOY /AVAyEYWF.ENL�fi12OEFSTOP AEIMF. III (ALTERNATE 5 LICE AS SHOWN) - _ ._.. -. _ PA 6'H M.A% "O. 97 06405-T35 LIN EGI'AL 5PA. ®6' MAX. CVERNANG) PARTIAL DECK SLAB REINFORCING PLAN CF .910 >MEA5VEE0 ALONG 5E40E TPA LINE IUW.UER: a. .c4fA d.'� ' � t �' y. I-EiDS oESMIDflx " ' W"" ® 1 -5 TO OR 169 R &6J0 TASK LEAD: STAGE 2 - WIDENING �,p,s F.OIIEMIfER EFL g4Egr W$$IliRgiUll BS$B9 Department Of 7(5[ISPUSi39QR AND SR 515 IN7ERCHAhGE PACiGflE: SB405 RAMP BRIDGE OVER BENSON ROAD 7624 ld �.a.3 RFC - 3A ___ - - - -. DECK SLAB REINFORCING PLAN (2 OF 2) co E 2FINFMING NEAR M1O5FAN REINFORGNG FEAR I:EN ROTATE HOOF FROVIOE NECF: CONCRETE COV 503 T r3OO V f.MF ER TYPICAL DECK SLAB SECTION ml 1-6 TO SR 169 STAGE 2 -WIDENING AND SIR 615 INTERCHANGE ■ I a rev SEAT WIRING SCHEDULE FCR LDfdO(NT S'ZE (SEE NOTE 2; OUTSIDE ELEVATION END OF MODtEdED BARRIER OUT51DE ELEVATtON FOR DIESIRM ECEYATMN TRAFFIC BARRIER CRAMMER CONNECTION SEE -EMEFX EA :MINNIANS 2 OF 9 =IQ 04 DATE. WNERAL5 (MONIF'MAC rCURE LINE (ME 6rE PLAN E1) 12( -z-J co • O t 4 �i 9 P] OLH: NORMAL L VIEW SECTION C ALL CMM ER5 3£' R8.a5a t/ JUNCTION BOX LOCATION5 D 2'8 COMMIT ;tA55 2 FINISH K. POMMY JDINT L STATION ,.._ . ..._. OFFSET ... (AOEL s5+58 T3'Lr. 2T 9 5+67 2S 2T. 'e TS SIMM, W` 4' ST. LT 05+4e 4 Rr. TO 97,5e Re IT. LY 97.47 29`kT.. TO DUMf'fMY .,J0f NT V M SEUNG SYSTEM VET AI L T5... TRAFFIC SACRAL SYSTEM OR SPARE INSTALL ALL compu T R::NS Tb DRAIN TO A SRIpL9E ENO OR PROMISE DRAIN AS ALL LOW FPIHY5. IN CONSIST RAM ON SPRAYS. .VHCT20N SAY LOCATIONS. STATES tlELON ARE APPROXIMATE. CENTER JUNCTION SOX IHSYAIIA11ON BETWEEN CARRIER OWNS OINTO TRAFFIC BARRIER OAR UOT ht RPINFORCON5 SHALL .M AASHTO. MST LOS B:. vn .EP+U' "N LEAVING DIAGRAM (A l DYNAMICAL ARE OUT TO AIY ) S DENTEY Era- COAT£O 5 (AJ SIR. 5K 5 (y STR E yr a 9't0' STR ERMNe ROOM PLANS IL i L ED Fg-2A-1 ® FOR $1 V d e' S2 W- SCE FEC2 SLAY PLANS- RS R4 RE EASILY bUl'POKM ALTERNATE SEE TYPICAL SECTN *RAPFIC SAFRIEM FOR AvaYWAL LETML® HOT SHOW M LAME WALL ENO 5ECITON FESt6N °P LEES STO PLAN L -7E) OUTSIDE ELEVATION TRAFFIC BARRIER GUARDRAIL CONNECTION (WHERE SHOWN ON °LAPIXIP °) - FINISH GRADE -22 -7 . VP • x. Y SLLLKaJt IN SLAB 10 ALLOY CONDUITS Td EST i co I IL'q HIP AN 12 GAUX I ITf XCE"lmP.,x `I I 8 B °tlx M16 %EMA (JUMCNON COX i Y-LA LONG BALANCER Pq.YSTYRENE AND INSTALLED WITH A RUNNING OA 5 IT RECESSED. UP TO see ENEGAL PROYEWARCH K". SLEEVE ARCHAIC COCONUT, pJG' TAPE LT B"a CDFD:UY P NG, (r r,) OR T ELEVATION CONOUIT5 & -BOX IN TRAFFIC BARRIER SUM, CBNPHT PERWR %GS ENAE iMFL .IUNCTN AY SAW CW£R IN ACGDRIM%GE EACH EFFECTORS PLAN.ILION ANO SPECIAA PPAY1510NS ALOACEAr 1VNCTIOH EXCE ARE SHOWN CRUISERS PETSICH ADJACENT BARNEY MINCE. IF THE U15TAWE BETWEEN ARMAMENT OUMMY JOINTS. IS:IWH° OR GRATER° PLACE AOJALEHY. JUNCTION. BOXES SYMMETRICALLY BE EITHER. SIDE OF THE CENTER OF GAS DUMMY PANEL WHILE MAENTMNIM6 E' LH BURNHAM BETWEEN CENTER LVN69 UP THE AUCTION BOXES. JO,Xx d SPANIEL PAX. , XCORE CGAMAT ANN TS = TRAFFIC SKvNAL DR. SPARE i IT * LE WTOWL t A OUNCE, 'ICE WRAP STEEL 6CHGLR PIPE FOR OF J9fN7. PIPE WRAP TAPE SHALL PAY ON EACN BE IT WINE 8 B °tlx M16 %EMA (JUMCNON COX 4Z;,G, CAN BE Y-LA LONG BALANCER Pq.YSTYRENE AND INSTALLED WITH A RUNNING OA P SPOI.AP RECESSED. UP TO see ENEGAL PROYEWARCH K". SLEEVE ARCHAIC COCONUT, pJG' TAPE !' SEAMS ANN CARS: TO SEAL AMP. EXPANSION JOIN° 2 - .STAINLESS S *EEL PdEYENT CONCRETE FRTMI BOUNIX C4MPAT EXPANSION a .� M. a MOUNTING TAX (CAP 4 SOY:) WITH FIFTH& AND COOLANT RATING F 9 x x I$° x 9W'. x 12 GAIN ^vE " B° WIN- I MAX A CHICAGO �I I CAR PPLTEYHYLEME - (CAUGHT CAST SCHOOL STRUCTUNE) �1 y,x OR COPPER PIPE BRAIN ,. . N FLRLING U�— HONE PIPE EE WITH INTERNAL BNMANX UMPE ry P PH HIRING WEATHER BD %DAN@JNMPER. f I I I CONOIIIY YIPa CONDUIT EXPANStON FITTING CONDUCT OEFLECDON FITTING A 5ECT10N A PROMPT LITMUS (BANTU NU SH440CLE OR SANOU HI NG TYPE NX FOR OEFLECPUIY OF NO. MCA AYPRGYFO EQUAL - 4° EXPANSION REQUAREMJ Q &UNGUENT . ^LACE AT COMSAT PIPE EXIT FILING STRUCTURE AT SINGING EXPANSION JINNYS M0. Issue mm IESUE mcom - mm"cm 00IGNM By SwCeRgo EY I YSfECNEN BY ommi RN aWR OED: '$` c THO: S J INN « w O D sR sss T•• Rt B �pp�f mmoPo TMK LEAlk STAGE 2 - NING 1.6UMERNBER BRINGING,. a De of ironsporlatIm AND SR SIB INTERCHANGE PRESUMES: nt 0 91&HW> KA RD Cg6 . . . RFC ° 3A 7 624 Y i RAMP BRIDGE OVER 73 .A A TMam Gnu Ecemn u; P .�«,Rm TRAFFIC BARRIER - SINGLE SLOPE i2" (S OF Sj co I `: a L51.5 un EDG£ OR DELRDELR 5140 4 i s. 0 E YO DECK A 9 R LUMINAIRE OAK. 1' x LONOUIT FROM "NOTION OOX TO LUMMMRE (BACK FACE / OF 51NOLF SLOPE DARKER i L5Y12 P5 -- 7 EPA 0 CP P ' fyswl,H - 7 SPA, .G"I IT y, 1 PLAN LUMINAIRE LUbHNAIRE ANCHORAGE 15AR LI5T pFR I OCAVON) 1 "51ZER�QOIRIRD UTAHEA LENGTH ARE Our GUIRfD SAG. DIMENS!CNS ARE DUY i0 0V 5 A; fi h"4 ' -'0' 5 A- 1L I L n _— o �z a t® Y6 CONY R3 F, COIn CONDUIT (YYp) !AU A SOX UR FCR 5: Q% S 52 CAR5. ZEE 'TRAFFIC BARRIER' 5NEET5 FOR RS' A R4 5AR3. SEE "TKAFFC DARRfER' 5REET5 (A) OETERVME FROM PIANO 1-465 Cord Iv Qesign -6u lders RELEASED FOR CONSTRUCTION =3T,. f tl NOTE5 Y52 ,Z R5 M, CDNT.J 1. FOR LOCATION AND DETA!L5 OF LUM .INAIRE5 REFER TO ILLUMINATION PLAN5. SECTION A AT TRAFFIC BARRIER 2. ANCHOR SOL? OZE AND EMBEDMENT DEPTH SHALL CONFORM ?O THE WMIh'AIPE MANUFACTURER'S S'ELIFICA?IO.N5. NO. ISSUE DATE ISSUE RECO DESCRI"KIN I DESIGNED By Emnew ar CHECSSO BY DENOX em0x axeie xANAOER: "o <` 1.. 'Yxg 1.405 a 1.5 TO SR 159 RB -0-95 IS rASN ,_. ": �,J 7, STAGE 2 - WIDENING P. an.WI1IER PaNrPAm NO. +p( et Washington State ow AND SR 515 INTERCHANGE t�jp 9 I 'Q aN,no, O. CA6lAHN1 T. BAH N.6DAR PACR&OE: Y xIL?"�' t Department OI Transportation pa 0 12SMA0 RELEASED F.M. WNUNIWS IDN -9A J.CENTERS P.WVOUlE TON P.OIIENTNER RFC .�A %5Z4 SB4O5 RASP BRIDGE OVER BENSON ROAD c�%" i rem wl PLAN - PIER P CRUSH£ SURPA COURSE OT MW. COMPACTW OEPI H YYMMMMvM mm ME "APPROACH $ 6 PETE (5 Of 3j SNEEt R O -3$ M■ co MR # INCREASE LE.4GT.Y 5" I t/2" BR P: UST BAR LOCATION TO EKYENV INTO NEW HANG DOWN SECTION. 5ENPING DIAGRAM o VA T_ FA-F2 8 C AP6I n M6 Orr m >1 I � LAPII] AL.y, NOT AU U MFN5 ONS ARE 001 TO OILY T = EPDXI COATED REINFORCING STEEL 9 cj FI t�=] ®X6 A5q V,6-\ A51 V LON'STR1TtON JOINT CONSTRUCTION WITH ROUGHENEU SURFACE AS YB JOINT WITH ROUGHENED SURFACE - FRAMED r� BrB V.. 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SECTION g e -D -56 # INCREASE LE.4GT.Y 5" I t/2" BR P: UST BAR LOCATION TO EKYENV INTO NEW HANG DOWN SECTION. 5ENPING DIAGRAM o VA T_ FA-F2 8 C AP6I n M6 Orr m >1 I � LAPII] AL.y, NOT AU U MFN5 ONS ARE 001 TO OILY T = EPDXI COATED REINFORCING STEEL 9 cj FI t�=] ®X6 A5q V,6-\ A51 V LON'STR1TtON JOINT CONSTRUCTION WITH ROUGHENEU SURFACE AS YB JOINT WITH ROUGHENED SURFACE - FRAMED r� BrB V.. ILE tRRIBGE u'®Y6- ______jj____ AP4 ® #5 AP4 $r' APPROACH A W8Y —1C�\ '� I SLAB EDGE �} } ! I-� -PEX. \ �—. AF -- #5 1 �B3 Y5J' •• -T � p P -r '-( #b All 1 #8, PAV °U 9016H ENEU SURFACE I.ry -. - -._ ROTATE H PP9`Vle PlALE tRFP.CE BTWN. [AffS'$t5 5ECTION C SECTION p CO'ER e -o -56 0RMEN fiRID3F a -o -sb ',A51. PYE� CON.SYRUMON JoINr WITH ROUGHENED SURFACE .. -1.. ® Vr6-I AP4 ®15-1 \V A52 15 II APB ©ss FLACE 1 bEgw BErWF6N �S IF #5_ I' ` F0AMED APACH 3LAB EVGF 15 f 1-6' MAX, —A IN 15--I Ei'Id5 u ®® YB LAM 15 1• E•' 6" tl' 1' -6" MAX. PP1J'� R5 RW9A VARIES SECTION G 8 -0 -96 _ ..........e'F$iE ENTERED GY CHECKED BY OEIDGN OER: J, MU J. B0.NhN Y> wnm TMK YAGK LEAD: D.HENOFA80N P.OUENTHM P'WENYHER wlrtwnc4 w. R4 K L0WN1841N N.GUAN PACKAGE: D. KENDERBDN P. GUENTH€% 7624 FORY.EU 5RIUGE APPROACH 5LA8 E06E CONTINUOUS BACKER RED I- CURTAIN WML Fff Y5-^I t I AP5 %=P Y5 -f 0. ENZ un t 1 JY WLHG SECTION 5-0 AIR SECTION y 0 -0 -56 FAgr `iVY6 CONSTRUCTION JMNY WITH ROUCHENEO SURFACE - MT" FLAG iBYWN.IAP�a ®YE I T 716 -1 ® Vr5-t 1 ASI ®ffi %ACKER ROI SECTION p JOINT NO H B 0 -36 ASI ®ffi CON5rRUCr10.4 ] p5 JOINT NO H 9016H ENEU SURFACE I.ry -. - -._ ROTATE H PP9`Vle PlALE ENOS'01 BTWN. [AffS'$t5 CONCRETE ®p6 —I CO'ER A `4 GJY5 -11i 0RMEN fiRID3F rBJ CURTAIN AS SECTION e-0 56 1-405 RB.0-37 I.5 TO SR 759 STAGE 2 -WIDENING AND SR 575 INTERCHANGE SB400 Ramp BRIO E DYER BENSON ROAD C,23 I O n 2 W N A K U's x HE MANOR ROO, Polo., THREADER HE THREADED TO 3' MIN. EACH R A x BE . O' -28 NFL. 2 UK ¢I Ot'AWIMI II WENT P. x 1'.O" LOWER POLTEPHtLENE AN PVC PIPE LUN, x (A9%' ANCHOR' ROO lrEWN FRO N MIA ON EN, j — iA,WhY T WAM Imm O RENO w-1 AREA WaPPIYREME ' FAV€ QAT, WENT. COPE 62HGYH: PF JOIF'T WILL, ONE LA #ER 19 to Al CVM°RES5IQV —.11 ASPHALTIC BUIIMME 11 APPROACH ANCHOR - METHOD A COMPRE551ON SEAL DETAIL EXPANSION JOINT AT PACK AN PAT SEAT FINN°REANOW DEAL SABLE D5 BROWN WATEOH.EDWMAW ACME SEAL W: IN SEAC W {W�j:.. Cr -30 9 LEN 5O0 3 TEERMG SWELL BE PER AAiH.TD M•2i0 POLAR TO t1EE. f/ t t TOP Ce B IF YOE nP ANN ROAMONY APPROACH S:AE ELEGANCE HMA ROADWAY JOINT DETAIL EAWCUT LOCOL BE F!nED WITH NOt- POL4ED COFIPOHEAt IN ACCORDANCE WITH ET.AND IET W ATIFiCAHOR' CANNOT! 9-PRIJEN AHD. DEALER IN ACCORDANCE WITH 9YAWDARO VERIFICATION BEATEN WORB(INE.. f- 0S C id �r fie; I{�n,amadefs RELEASEOF RIC NSTRUCTION BACK Of PAV FABAr 5 €AT LF2tDGE 8EIWWE APPROACH Si:A9 WRAP BLOCK 2 HJUS WITH BEAT TAPE 8' MIR. 1-5 TO 6 109 EMBED. 'PE x )' O' LONE POLYETHYLENE OK PVC PIPE NU ANCHOR ROD SEE °ANCHPE HERO OPYAt1" ON 1X19 BHEEt AND SIR 615 INTERCHANGE ELA, x &' MIN. IW. • V -17 ANCIENT ROD, THREADED & !BROWN R 34 x 2K x C 2M WITH 3PY WITH EYDXY OfQk - 'R1GIEtl.$b 8 ANNE IN CENTER EXPANDED ®0.Y51YFHhE PAYENEtdt SEAT. COVER CDtlMUNOH 1 R x TfiRE SENEATN HEPL A,WHALPCOVILPIN64PF.LT "Et' ANCHOR (gRILLEO Pb PIT ANCHOR RARE APPROACH ANCHOR - METHOD 5 ANCHOR HEAD DETAIL NOTE": PAINT METAL COMPONENT5 OF APPROACH ANCHOR WITH ONE CAT OE. WAWWALNW ZINC OS FORNVLA b41-39 . PAINT tN ACCORDANCE WITH BYO. BEER. &D E COMPRE551ON SEAL DETAIL EXPANSION JOINT AT PACK AN PAT SEAT FINN°REANOW DEAL SABLE D5 BROWN WATEOH.EDWMAW ACME SEAL W: IN SEAC W {W�j:.. Cr -30 9 LEN 5O0 3 TEERMG SWELL BE PER AAiH.TD M•2i0 POLAR TO t1EE. f/ t t TOP Ce B IF YOE nP ANN ROAMONY APPROACH S:AE ELEGANCE HMA ROADWAY JOINT DETAIL EAWCUT LOCOL BE F!nED WITH NOt- POL4ED COFIPOHEAt IN ACCORDANCE WITH ET.AND IET W ATIFiCAHOR' CANNOT! 9-PRIJEN AHD. DEALER IN ACCORDANCE WITH 9YAWDARO VERIFICATION BEATEN WORB(INE.. co I mmm A 1-5 TO 6 109 STAGE 2 -WIDENING AND SIR 615 INTERCHANGE I N 30 AMPEX TYPICAL 5EMON KNEW FAT AT MOUNOMIX LOCAVOND. ° U- SMAPED. CHANNE[ PROPERTIE5: AREA (RUM) = E:E5 lM l.,MfMIM.) =am, 'N. lA,AA(MIN.j = 0.251H= NML THICK: (MR) r 12 GA. XDUIY T¢ 0 -0' 0.1 OUNVAG a IR OER t Imo® f m °'-SEE GIRDER PLANGE MIACKEY ORTAIL (TI'R-J XONEMIFE ME ILIUMANATACN PLANK UNDER ORIOLE LUMtNAPRE LOCATJON5 STAYN?N DPF52T se�sa;ao eSxPS0A5 u x (O „ATE CENTERED ARTERIM 019DEO 8 5.0 LNMMAKIE STAMENS ARE APPROXIMATE - COCHDANATE WITH ILLUMINATION PLANS 2 e §iTY BOLTS 36W /WASHER ((M3NT➢ M(8+J TOP AND 2%, x • A 25' Wk?HER B{XfiOM f S-1%, Ait* ea WO-E9 RK ALACE car WI NOT DN UNDERRATEE- 1 (BOP frOr IIA�)SS £01RCER � VIEW q LUMINAIRE MOUNTING PLATE DETAIL _l co CATCH BASIN SEE DRAINAGE PPROA unSLAB 4 i Z 0 2 D r W IS - Y�a - _', PIER APPROX..IOiN LENOTH 1 2 127. S I2B' -6' 4 129' 0 JOINT REPLACEMENT LENGTH TABLE REPLACE EXI5TWG COMPREO31ON SEAL WITH RAPID CURE SILICONE SEALANTJOI T,INCIDI NEW HEADERS. LENGTHS SHOWN ARE (F IELD VERIFY) i ° . _ _ - - - - - _ LEGEND ♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL MET j T / �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET PLAN EXISTINC BRIDLE 405(16 N RI: �wul 4405 ®PUMPX (o WfHN TB'POi I.5 TO SR 158 TMK LEAD: STAGE 2 - WIDENING P. GUENTHER �, Washington State b15 e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a ...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT GENERAL NOTES 'ROACH SLAB p .. ALL MAYERiAL5 AND WORKMANSHIP SHALL 05 IN ACCORDANCE WITH THE P1EQ 3 EOUTREMENTS OF THE WA5HIN6TON STATE DEPARTMENT OF T4ANSPORATION STANDARD 5PELIFICATION9 FOR ROAD, 691DOE AND MUNICIPAL CONSTRUCTION - r0 _ _ Exi TB -O -05 API �ATLH BASIN OF THE M1A5HT0 (RFO BRIDGE DESIGN SPELIFILATidNS FOURTH EDITION SEE ORA.'M1'hGE PUNS _.. DATED 2009 AND INTERMIX THROUGH 2005. .-- 3. ALL CONCRETE SHALL BE CLASS 1000 EXCEPT EXPANSION JOINT HEADERS SHALL x 62 °0224" ♦ � 59 °0995" 67-17-6W THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT STEEL SEAM SHALL BE 2 AT TOP OF APPROACH 5LA0 3` AT BOTTOM OF APPROACH SLAB IIN /L AND 1112 WCHE' AT ALL OTHER LOCANONS, 5. THE CONDUITS ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL SLA COORDINATE THESE PLANS WITH THE ELECTRICAL, 1'S. AND OTHER CIVIL PLANS. 6. THE LOCATIONS OF ALL EX15i YC UTILITIES WITHIN THE YICiNITY OF THE i 5TRUCTURES SHALL OF VERIFIED BY THE CONTRACTOR PRIOR TO ENCAVPTINS. T. B DE'NOTE'S EPDXY COATED REBAR. - PROF:E GRADE ° . _ _ - - - - - _ LEGEND ♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL MET j T / �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET PLAN EXISTINC BRIDLE 405(16 N RI: �wul 4405 ®PUMPX (o WfHN TB'POi I.5 TO SR 158 TMK LEAD: STAGE 2 - WIDENING P. GUENTHER �, Washington State b15 e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a ...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT GENERAL NOTES 'ROACH SLAB '_ACEMENT .. ALL MAYERiAL5 AND WORKMANSHIP SHALL 05 IN ACCORDANCE WITH THE .H WIDENINr EOUTREMENTS OF THE WA5HIN6TON STATE DEPARTMENT OF T4ANSPORATION STANDARD 5PELIFICATION9 FOR ROAD, 691DOE AND MUNICIPAL CONSTRUCTION - r0 FOOLISH YER5ION DATED 2006 AND AMENDMENTS. TB -O -05 2 THI5 51'DICTURE HAD BEEN DF5IGNF0 IN ACCORDANCE WITH THE REQUIREMENTS �ATLH BASIN OF THE M1A5HT0 (RFO BRIDGE DESIGN SPELIFILATidNS FOURTH EDITION SEE ORA.'M1'hGE PUNS DATED 2009 AND INTERMIX THROUGH 2005. 3. ALL CONCRETE SHALL BE CLASS 1000 EXCEPT EXPANSION JOINT HEADERS SHALL �YB4'l BE POLYESTER 09 EU6TOME2i6 CONCRETE. 4 UNLESS OTHERWISE SHOWN ON THE PUNS. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT STEEL SEAM SHALL BE 2 AT TOP OF APPROACH 5LA0 3` AT BOTTOM OF APPROACH SLAB IIN /L AND 1112 WCHE' AT ALL OTHER LOCANONS, 5. THE CONDUITS ARE SHOWN FOR REFERENCE ONLY THE CONTRACTOR SHALL SLA COORDINATE THESE PLANS WITH THE ELECTRICAL, 1'S. AND OTHER CIVIL PLANS. 6. THE LOCATIONS OF ALL EX15i YC UTILITIES WITHIN THE YICiNITY OF THE i 5TRUCTURES SHALL OF VERIFIED BY THE CONTRACTOR PRIOR TO ENCAVPTINS. T. B DE'NOTE'S EPDXY COATED REBAR. - PROF:E GRADE 6 CARE SHALL BE TAKEN DL'RINO REMOVAL OPERATIONS TO NOT OAMACE EXISTING REINFORCING TO REMAIN. 'INT REMOVAL AND 9, STATIONS AMP OFF6FT5 PROVIDED FOR F.X.'.5TINCa W:N5WALL ARE VASEO ON FIELD W8002 Ta PLACES) SURVEY DATA, OE5iGN 51JILPER SHALL FIELD VERIFY PRIOR TO DEMOUrTON. ° . _ _ - - - - - _ LEGEND ♦` _ f IDENTIFIES SECTION, VIEW OR DETAIL MET j T / �� \� TAKEN OR SHOWN ON BRIDGE SHEET TBO -XX f 1 �"- TAKEN OR SHOWN ON THE DAME: 5HFET PLAN EXISTINC BRIDLE 405(16 N RI: �wul 4405 ®PUMPX (o WfHN TB'POi I.5 TO SR 158 TMK LEAD: STAGE 2 - WIDENING P. GUENTHER �, Washington State b15 e imd AOaYAT DRAwaew MQ�UE:�ERK. aoX P.WEPoTXER AND SR 515 INTERCHANGE PFI pM TBM! 0. CFL6AXdR ®AG%AOE: ! Department O: Transporta50R RIMAJAFID FOR CONSTRUCTION -W RSOPo P. WEPoTXER T ®24 kA DGE 4OSI0 `QRS'ISITAL ® ®T R ®A® f,�a ...no- ..,, o-.G. . p�f..f.o-.o- .. _.w ... T ROAD BRIDGE M ODIFICATIONS•UYOUT f i SECTION A 5ARRIER Nor SHOWN LiNG NOi SHOWN t 1 HEADER AND 5fuCPNE JOINr TOP OF SLAE EXPANSION JOINT TUKN -UP AT EXTERIOR BARRIER t E HEADER j EQUAL a tO TOP _ OF EXf5T(NG PECK .1 / - -- ( TOP OF HEADER i EQUAL TO rOP OF EXISriNG DECK EXPANSION JOINT TURN -UP AT MEDIAN BARRIER F. WEN HER NEW HEADER yr snwar (rrv.) (rrr') PRPrECr ANY EXISTING LML OVERLAY 1� FROM - %I NO 9EIN M VA AOE AFTER REMOVAL, LEAVE EXISrING 51'RFACE ROUGH AND CLEAN ALL mo -ENCE (iYPJ REMOVAL DETAIL FOR PORTIONS OF ORIGINAL BRIDGE BEFOKE WIDENING H" vAWIJr (TYP) pRMM1CaE E' CE ENCOLA'(NONTERES S AFTER REMOVAL, LEAVE N 5JRFALE ED CLEAN ALL AN All. I.AITENCE (SYP) REMOVAL DETAIL FOR PREVIOUSLY WIDENED PORTIONS OF BRIDGE EXIS REIN tt FIELD ADJUST AS NEEDED TO F(. EXISTING FIELP CONPITION5 RAPID-CURE 51000NE 3EALANT5 JOINT DETAIL TYPICAL SECTIONS THROUGH DECK JOINTS 1406 1-5 TO SR 169 &M R • e 516 IMETCYMIRF. �tY s d °a I/ �EXEVN6 I 1/2' LMC -1/2" SAWGJT M lOY RLAY 10 BF RCMOYFP /Z /rj1 APPROACH SLAB REMOVE EXiStING WINGWALL TO 2" BELOW HEN APPROACH SLAB- FENGVE XISYIN6 ArPRO%CH SL OIEAB. SAYE ANJ PRLT `-US, SEEEE/,� 21-S OE LK15TWO JETAiLfJ YRAN5YER F REPAIR ANP !(/�g�O4 EXIOV16 LANE LINE V JETAILf v 1 i�DOO° TYPICAL SECTION a BARRIER WALL & APPROACH SLAB REMOVAL - REACH. 7 #0W5' APP T TOP TYPICAL 1 AGLUT[ CGRNERS ALTERNATE API 3AR5 EM1'D TO VARIES NC, CANT NOOKS t0 PROVIDE 5'� CLEARANCE FROM TGP OF SLAB CRU HEJ SLUAGINO BASE COURSE O.2' MIN. COMPACTED DEPTH LONGITUDINAL SECTION A rB -n -G, P.MENMER =1 ®aO 15 04 DOWELS O 2M MAX. 6PPCIN6 EACH WAY 5ET IN 5 /6" x P" HOLE W/ EPDXY RESIN 44012' CLEAN AND ROUGHEN EXISTING SURFACE NOTE. ALL EO6EO OF THE APPROACH 5LAb SHRL tlAYE 112" RADII EXCEPT THE ION61rUDINR EPGE OP THE EXI51IN6' APPROACH SLAB. 1' WINGWALL 15 Ir MATCH OEMO LIINN/E- sl� HE \ x5 PT i P1 &B ER ROP * IY VrRY 9 S" HORIS I.F. MATCH TOP .hf EXISI'iNfi TYPICAL SECTION BRIDGk� ;y V ^ #5 ® 5' CENTERS SET WITH EPDXY RESIN (VA,W MAY BE FIE L0 BENT) fW MAM. x 2" HOLE ABUTMENT PINNED ANCHOR DETAIL a 0 I O O O IF #6 a 9 ?OP SAPS 15 6 Y'50 ?YOM CLEF. E6b4x ETA 1211 4255 51,97 L _FIEb 6v59 EX.SYIh'Ca �P. ,V% CORE LIN£ 2_ YI � ®V 45 YOP - YPI CAL ACCUTE CORNERS j Si V �fv B 3" BGYTGM l- NEW EDGE OF APPROACH SLAG to 12P2,44965 ?.D, L. S?A..12t2, 54.9E 52 E3.L ?. ELEY 6 6 t 1 V 6B.Wx IYOP VINGWALL AFTER REMOVAL j YOP OF WI WALT. TER Slfi 122. #9fi 51..95, 5FA 12-2,54,96 52.01 LT. _ELEY 6649. Y EL£V E6.753 rc WP6'GWALL BELOW tttWWW `5TA .?i`5TA ?.449J112t,54 @E.} Y. *— 111111111111 ELEY 6a, 2 1-E#I5Yi.V6 LANE LWE AND EDGE OF WIDENED APPROACH SLAB t;a12122x452k.55 45501 LY. EDGE OF 3,N5 APPROACH CH SLASJ (FI £LD V£kIFYJ DETAIL Tb -O -G1 t 'MAYCN ER(SYYNH A BFYMPN DESMN TASK LEAD: P. GUEKTHEN PACMGE: RFC -3D U -M, NEW CORR LME AD FACE OF 9A.RR16F - -ENO OF APPRDAC4 SLAG �® #5 SLA5 <j sA �i sE oa �m 1-405 TB-0 -05 15 TO SR 159 STAGE 2 . WIDENING Sgts AND SR 515 INTERCHANGE (�.z.j isportation BRIDGE 405116 $R515rrALBOT ROAD OC elu • O 0 ION TO TRAFFIC 5ANIVER ^" ^ ° ^`^ °` ^" >-� LOh'OUIi EXPAN51 BLOCFOUY AROUND CONDUIT ON FTTIN6 IS His SHEET AND SEE TO ALLOW EXPANSION JOINT aY5� 3 C OAHU C7 OR L -la. (tYP. Ri EACH EXPANSION JDINTj ,MOVEMENT 1^44SJ Gorridjr 4tr, Igik °pUII1Y{$P YHRIE BEAM 0R Y BEAM CURB LINE SEE 5HEF To FOK DETAILS - t T. GUARDRAIL (2 5ECT!ON5j - - - -- RELEASED FOR CONS; RuCTi0N - - -- - -- - - -- -- - _ - ' Ls...s u.._. L-5EE SHEET 1`6 o OT rOR BLOLROJT D MLS FJGF OF SLAB A f,OA..Wi DEFLECTION RTYINV A TB -0-07 WITH INTERNAL BOA'DING JUMPER: SEE DETAIL ON SHEET LB -0 -07 j ! 0' MN M -0D B-0'. TRAFFIC BARRIER B' -C' (YYY VhWtS 6 O"_Y0 ¢6' _ „EXPANSIOM1 JOINT.... 2 -O” MAX. END SECTION (TYP.) (SECTION ADJACENT EYP. JOINT) (WHERE 5H0'NN ON LAYOUT) PLAN f-PRO^ IOE 5 - M" DIM. KOCKETIKOIPLER B P LANCASTER MAU FARM OR TKAFI IC BARRIER 2 11 / THIN SIAS FERRO' FIN5 FLARED THIN SLAB EQUAL, E IN5ERi5 OR P.6.. 4NCHOVED EQUAL (RES!F- BONDED ¢" ATIFUMITY! -I Lcc WITH SHEAR KEYS ARE rwEEN 6!BLE ANCHOR' MAY OF SUB61CUif0) AT DUMMY JOIN5E PIONS. FORM J01NTS BETWEEN DUMMY B JCINTS SHALL OCT O BE PERMITT£0. �. DATE NUMERA 5 IF THERE WERE 3R'.3h -- DATE A'UMERA 5 ON 5ARR!E9 .11 THAT WAS R MOVED (IN51OE FACE) `AA. 00rs1DE ELEVATION END OF MODIFIED TRAFFIC BARRIER 7 I 1 tO 10 0 LS$—f N' CHAMFER (TYP.) PARALLEL 6'JRFA6£5 ® 16 FRACTURED FIN SURFACE -< 34 CONT, WITH O' MIN. 5POCE (TYP) 2' MAY. CONDUIT PIPES JR CO.95TR.J1 P. QUEART ER FROM e: RFC -3D EM] CURB LME PERPENDICULAR TO TRAN5YER5E ROADWAY SLOPE Of Washington State anent of TransPorl Y4 T- FINISH GRADE KO 3" x 7" K 2' -O" BLOCKOUT IN 5LA5 TO ALLOW LONOU!TS TO EXIT ."R SECTION 8 APPROACH S FOR DETAILS NOT SHOWN S£E 'OUTSIDE ELEVATION" AND 'TYPICAL SECTION - TRAFFIC BARRIER" xxx+ BLOC.KOU` WIDTH MAY BE INCREASED TO IT TO ALLOW CONDUIT5 OF A LARGER DIAMETER THAN Z' TO EXIT DARKIER OR WALL WITHOUT REBAR 5-'EL CONFLICT if 1-5 TO SIR 169 STAGE 2 - WIDENING AND SIR 615 INTERCHANGE T&6-06 G23 'K TOE HEIG.4T MAY VARY, 2- KIM. TO 6" MAX. TYPICAL SECTION Kx HEI6NT MAY VARY ,'F REQUIRED TO FROVIQE A PROFILE PLEASING ? Y O HE FYC TRAFFIC p OARRIER xy P STU6 OUT 6 LAP 3' -4" FROM END OF BRIDGE aARR1ER. Of Washington State anent of TransPorl Y4 T- FINISH GRADE KO 3" x 7" K 2' -O" BLOCKOUT IN 5LA5 TO ALLOW LONOU!TS TO EXIT ."R SECTION 8 APPROACH S FOR DETAILS NOT SHOWN S£E 'OUTSIDE ELEVATION" AND 'TYPICAL SECTION - TRAFFIC BARRIER" xxx+ BLOC.KOU` WIDTH MAY BE INCREASED TO IT TO ALLOW CONDUIT5 OF A LARGER DIAMETER THAN Z' TO EXIT DARKIER OR WALL WITHOUT REBAR 5-'EL CONFLICT if 1-5 TO SIR 169 STAGE 2 - WIDENING AND SIR 615 INTERCHANGE T&6-06 G23 i • 10P OF W -B£AM TOP I ROADi END VIEW W -BEAM SHOWN WITH "V CONNECTION WHERE. SHOWN ON LAYOUT CURB STANDARD DALE NUMERALS ON RIGf1T SIDE OF APPROACH SDE(51_ j N „R II-- TO L DEEP f 1 IRREvL'DAK FRACTPRE O- B• r.. { FRACTURED FIN F1N15H TOP OF TOP OF TORT BEAM GUARDRAIL END VIEW TH91C REAM SHOWN WITH •0° CONNECTION WHERE SHOWN ON LAYOUT K” DUMMY JOINT li DUMMY JOINT PET AI L DUMMY ,IOMT'. NORMAL TO Gi TOP OF AN15H e DUMMY ?' 911M. CONDUIT PIPES (TYP.J OR SEE WIRING SCHEDULE FOR CONDUIT SIZE SECTION c JOINT ON THIS FACE FOR SLFEVE AROUND CONDUIT, DUCT TAPE SHALL BE 2° WIDE. 20 MIL THICK, AND IN5TALLED SEAMS ANN ENDS TO SEAL AND WITH A MINIMUM OF I° OVERLAP PREVENT, CONCRETE FROM CONVIN& t WITH FITTING D LO GT fYPANS ON JO MY I-CO PIN EXPANSION e., � • ' e - y TRAFFIC BARRIER BAR LIST CO.VDUITP PE SIZED ND / 1 tw MARE 5S. LENGi PENDING DIAGRAM IALL GMENEON5 ARE OUT TO OUT) PER WIRING SCHEDULE m Rf fM1J z DIMENMON5 TO FONTS OF INTEKGCCTION n � RIA 5 a R3 F /M1J 5iR f THREADS CAST OU 51DEITTRUCTURE) SO 5.... STD .OI ., r ,.• ' q f0 L ¢9 tlPND M1G JUMER CONDUIT E LE O It A Oh T EF U ON F m Rg tl B � 5 KI 960 �� Y PF � WITH INTERNAL BONDING JUMPER N t5- SOACE ®_2 @_ �P' (A) DETERMINE FROM PLAtiv l I' _MAX_ C` CGNOUT PIPE— aT�uw• =� T CONDUIT EXPANSION FITTING CONDUIT DEFLECTION FITTING A PANTS CONOL Y FITTING - (TYPE AY FOR MOVEMENT OF t 2) CONOL'fT FITTING - TYPE OX FOR DEFLECTION OF SO° AND RI A BF D(vE E%PAti510N JOINTS 94° MOVEMENT. PLACE AT CONDUIT PIPE EXIT FROM STKUCTURF FOR 5I T A 52 OAKS SEE 70-0-00 - a NO. NMUEMM ISSUE RECORD -DESCRIPTION RESIGNED SY ENTERED BY CHEERED Btl DESIGN xRlmx MAR 1° ; j... ' ' I.. °. 1.405 TB -0-07 J. BFUWN wAnx DESIGre ° /� 1.5 TO SR 109 TARN LEAD: NG j } ® ® STAGE 2 - WIDENING ®. G4ENDIER p�pTRACr \y \I U� Washlnpton SfStB AND SR 515 INTERCHANGE PACKAGE: L `� Department of Transportation 0 RINEVISEO FOR CONSTRUCROX -30 N. GUAM D. HEXCERSGN ®. GLIEMXER RFC - 3D 7524 BRIDGE 405!1@ SR515PfALBOT ROAD OC FINAL DRUG. .3m E. NELSON P.WOLVERTON PDIn:mmER TRAFFIC BARRIER F SHAPE DETAIL9 (2 OF 3)