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09-104380 Dw w GENERAL TESC NOTES P U RP O S E/R EQU I REM E NTS 1. THE CONTRACTOR SHALL PROVIDE AN EROSION AND SEDIMENTATION CONTROL DRAWING FOR EACH STAGE OF CONSTRUCTION TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. THIS PLAN SHALL SHOW DETAILS TO SUIT ALL STAGING NEEDS AND SEASONS. THE: BMPS SHOWN ON THIS PLAN ARE THE RECOMMENDED MINIMUM$. DURING THE CONSTRUCTION PERIOD, THE FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE 2. ALL EXPOSED SOILS SHALL BE STASIL)ZEO BY SUITABLE APPLICATION OF BMP'S DURING TIME DRY SEASON (APRIL 1 TO SEPTEMBE R 30), NO SOILS SHALL OF a(POSED FOR MORE THAN SEVEN DAYS. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND, SEDIMENT TRAP, CR OTHER APPROPRIATE BMP'S. IN NO EVENT SHALL SEDIMENT --LADEN RUNOFF CAUSE A VIOLATION OF TURBIDITY OR ANY OTHER STATE WATER QAUL.ITY STANDARD. DURING THE WET SEASON (OCTOBER 1 TO MARCH 31) ALL DISTURBED SOIL THAT IS LEFT UNWORKED FOR 48 HOURS SHALL BE COVERED. 3. SILT FENCE SHALL BE INSTALLED AT THE LOCATIONS SPECIFIED IN THE PLANS OR AS DIRECTED BY ENGINEER 4. THE CONTRACTOR SHALL DESIGNATE AT LEAST ONE EMPLOYEE AS THE EROSION AND SPILL CONTROL (ESC) LEAD. THE ESC LEAD SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MONITORING OF EROSION CONTROL MEASURES AND MAINTAINING SPILL CONTAMINENT AND CONTROL EQUIPMENT: THE ESC LEAD SHALL ALSO BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL LOCAL STATE AND FEDERAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. S. ALL EQUIPMENT TI BE USED FOR CONTRUCTION ACTIVITIES SHALL BE CLEANED AND INSPECTED PRIOR TO ARRIVING AT THE PROJECT SITE, TO ENSURE NO POTENTIALLY HAZARDOUS MATERIALS ARE SLPOSED, NO LEAKS ARE PRESENT. AND THE EQUIPMENT IS PROPERLY FUNCTIONING. CONSTRUCTION EQUIPMENT WILL BE INSPECTED DAILY TO ENSURE THERE ARE NO LEAKS OF HYDRAULIC FLUIDS, FUEL, LUBRICANTS, OR OTHER PETROLUM PRODUCTS. .4. THE WORK DESCRIBED ON THESE DRAWINGS ARE AN INTEGRAL PART OF THE STORM - WATER POLLUTION PREVENTION PLAN FOR THE CONSTRUCTION OF THIS PROJECT. 5. THE PURPOSE OF THE EROSION AND SEDIMENT CONTROL MEASURES INCLUDED FOR THIS PROJECT IS TO LIMIT THE SEDIMENT POLLUTION IMPACT, OF ANY STORM WATER DISCHARGES THAT ORIGINATE ON THIS SITE OR OFFSITE FLOWS THAT FLOW OVER THE DISTURBED AREAS, ON DOWNSTREAM AREAS. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SEDIMENT TRANSPORT OFF THE SITE IS MINIMIZED BY A COMBINATION OF MINIMIZATION OF EROSION AT THE SOURCE AND INSTALLATION OF SPECIFIC MEASURES TO CONTROL OR REDUCE THE TRANSPORT OF SEDIMENT. A COPY OF THE EROSION AND SEDIMENT CONTROL SCHEDULE BEING IMPLEMENTED BY THE CONTRACTOR SHALL BE ON THE CONSTRUCTION SITE; AT ALL TIMES. 7. TO THE MAXIMUM EXTENT POSSIBLE, ALL FLOWS ORIGINATING OFF THE CONSTRUCTION SITE SHALL BE DIVERTED AROUND DISTURBED AREAS OR CONVEYED THROUGH THE SITE IN A MANNER THAT PREVENTS MIXING OF UNTREATED ON -SITE RUNOFF WITH THE OFF -SITE RUNOFF. 8. ALL RUNOFF ORIGINATING FROM DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL PASS THROUGH ONE OR MORE MEASURES THAT MINIMIZE THE OFFSITE SEDIMENT IMPACTS OF THE CONSTRUCTION ACTIVITY. 9. CONTRACTOR SHALL IDENTIFY THE EROSION AND SEDIMENT CONTROL LEAD FOR THE: PROJECT. THE QUALIFICATIONS AND RESPONSIBILITIES OF THE EROSION AND SEDIMENT CONTROL LEAD IS DESCRIBED IN SECTION 8-01.3(1) B OF THE STANDARD SPECIFICATIONS. 10. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN ACCORDANCE WITH THE STANDARD DRAWINGS AND SPECIAL PROVISIONS, STORM WATER POLLUTION PREVENTION PLAN INCLUDING SPILL PREVENTION -MATERIAL MANAGEMENT PRACTICES. THE CONTRACTOR SHALL SIGN THE CONTRACTORIKS CERTIFICATION STATEMENT. LIST THE INVENTORY FOR POLLUTION PREVENTION PLAN AND SHALL NAME TWO ADDITIONAL INOMDUALS TO ASSIST IN SPILL PREVENTION AND CLEAN UP. 11. INFORMATION SHOWN ON PLANS AND STAGING SUGGESTED IS PROVIDED FOR GUIDANCE ONLY. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN IS DESIGNED FOR THE WORST CASE SCENARIO WHICH IS WINTER SEASON WITH ALL DISTURBED AREA COVERED WITH TEMPORARY PLASTIC COVER 'IF CONTRACTOR SHAD. ELECT TO DESIGN HIS OWN TESC DESIGN SHALL BE APPROVED BY THE ENGINEER INSTALLATION 1. ALL PERMANENT SEDIMENT BASINS, PERMANENT STORM WATER CONTROL MEASURES AND RUNOFF CONTROL MEASURE REQUIRED TO KEEP OFFSrrE RUNOFF FROM FLOWING OVER THE CONSTRUCTION AREA SHALL BE INSTALLED BEFORE CLEARING AND STRIPPING OF THE SITE PROCEEDS. PRIOR TO PROCEEDING WITH GENERAL EARTHWORK ON A PROJECT THE CONTRACTOR SHALL OBTAIN APPROVAL OF HIS PROPOSED EARTHWORK AND STABILIZATION SCHEDULE. 2. SOIL STABILIZATION MEASURES SELECTED (I.E. PLASTIC COVER) SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS. ESTIMATED DURATION OF USE, AND POTENTIAL WATER QUALITY IMPACTS THAT STABILIZATION AGENTS MAY HAVE ON DOWNSTREAM WATER OR GROUNDWATER 3. STOCKPILED TOPSOIL SHALL BE PLACED ON WELL DRAINED LAND AWAY FROM INTERMITTENT AND LIVE STREAMS OR WETLANDS WITH THE APPROPRIATE RUNOFF CONTROL AND SEDIMENT CONTROL MEASURES INSTALLED AROUND THE STORAGE SITE, AND STABILIZED IMMEDIATELY AFTER SHAPING OF THE PILE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE QUANTITY OF SILT FENCE TO CONTROL THE PERIMETER OF THE STOCKPILE. 4. IF CONTRACTOR SHALL ELECT TO DETERMINE CONSTRUCTION ENTRANCES AND WHEEL -WASH STATIONS, OTHER THAN SHOWN ON PLANS, TT SHALL BE APPROVED BY THE ENGINEER. 5. WHEEL -WASH OR TIRE -BATH WASTEWATER SHALL BE DISCHARGED TO A SEPARATE ON -SITE TREATMENT SYSTEM OR TO THE SANITARY SEWER DISCHARGE TO SANITARY SEWER MUST BE PRE -APPROVED BY THE OWNER OF SANITARY SEWER. 6. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND PROPOSED BRIDGE PIER LOCATIONS. 7. ALL TEMPORARY ONSITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED, AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED 10-YEAR, 1-HOUR FLOW RATE INDICATED BY AN APPROVED CONTINUOUS RUNOFF MODEL (MGSFLOOD), INCREASED BY A FACTOR OF I.S. CONTRACTOR SHALL HAVE DESIGN APPROVED BY THE ENGINEER CLEANING 1. ANY STOCKPILE SHALL BE COVERED WITH PLASTIC COVERS AND PERIMETER CONTROLS LIKE SILT FENCE INSTALLED, 2. SEDIMENT -LADEN DEWATERING DISCHARGE MUST MEET SURFACE WATER DISCHARGE REQUIREMENTS. 3. AT NO TIMES SHALL MORE THAN A 1-FOOT DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN, SUMP, OR POND. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATER INTO DOWNSTREAM SYSTEM. 4. PERMANENT PONDS SHALL BE USED FOR DETENTION OF SITE RUNOFF. FOR TEMPORARY CONDITIONS. EXCAVATE 8 INCHES TO 12 INCHES ABOVE FINAL GRADE. RE -EXCAVATE TO FINAL GRADE AT THE END OF THE CONSTRUCTION. CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM THE PONDS AND THE PIPE SYSTEMS AT THE END OF CONSTRUCTION, 5. TEMPORARY SUMPS AND TEMPORARY PONDS ARE PROVIDED FOR DETENTION ONLY. CONTRACTOR SHALL PROVIDE CHEMICAL TREATMENT TO MEET WATER DISCRAR13E PERMIT REQUIREMENTS. 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROULY AS NEEDED THROUGHOUT THE DAY AND AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA, STREET WASHING BILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. REMOVAL 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED TEMPORARY, THESE MEASURES SHALL BE REMOVED BY THE CONTRACTOR WITHIN 30 DAYS AFTER PERMANENT STABILIZATION IS ACHIEVED UNLESS DESIGNATED PERMANENT ON THE PLANS OR BY THE ENGINEER. 2. SEDIMENT SUMPS, SEDIMENT BASINS DITCHES SILT FENCES, CHANNEL SILT FENCES, ETC.. SHALL BE .MAINTAlf4ED AT ALL ViMES. _SILT FENCE.AND_OTHER O.UTLET_..----_...- - - - 'STRUCTURES SHALL HAVE SEDIMENT REMOVED MEN IT REACHES 50% OF THE HEIGHT OF THE CONTROL DEVICE THESE SPOILS SHALL BE REMOVED TO AN APPROVED SITE. 3. MATERIALS EXCAVATED FOR THE CONSTRUCTION OR CLEAN OUT SHALL NOT BE STOCKPILED IN THE VICINITY OF THE POND. IT SHALL WASTED AT A CONTRACTOR PROVIDED WASTE SITE IN ACCORDANCE WITH SECTION 2-03.3M. RESUBMITTED JAN 2 6 2010 CITY OF FEDERAL. WAV FILE NAME Q:6SsatUe120041FAPWi-04-O6.tlCAF7= rtECA07.d ft BergerABAM _., g- - �arruv Adw ■.. Washington State Department of Transportation DUILUING DEPT. 1-6 SR 161/SR 18 INTERCHANGE IMPROVEMENTS Plat i i B w EC1 TIME 4:26:26 PM B 'T"'E FED.AID PROJ.NO. DATE 1I/22008 10 WAS JOB " ®' 09A802 PLOTTED BY kn Iewlnp DESIGNED BY B. BOLLEN 3 ff 1108 Bwn■ ENTERED BY N.w CHECKED BY J. JIM NEZ REVISION DATE BY 00KTRA"'a `OCA1O1 "� TESC GENERAL NOTES PROJ. ENGR B. NEBBITT REGIONAL ADM. C. STONE GENERAL TESC NOTE, 1. SEE DRAINAGE PLANS FOR PROPO; PAVEMENT REMOVAL 2 SEE STAGING PLANS FOR DEMS B THE TESC ALPHA STAGES ARE BRi - TESC ALPHA 1 ALF • TESC ALPHA 2- — ALF - TESC ALPHA 3 —+ ALF 3. INSTALL HIGH VISIBILITY FENCE (HV PLAINS AND SILT FENCE AS 9lOVM 4 ALL TEMPORARY SEDIMENT PONDS TO ANY ROADWAY EXCAVATIOR S. IF SEDIMENT B TRANSPORTED ONT BE CLEANED THOROULY AS NEEDE END OF EACH DAY. SEDIMENT SHA OR SWEEPING AND BE TRANSPORI AREA STREET WASHING BILL RE AI IN THIS MANNER B. DURING CONSTRUCTION ACTIVITIES. ABOVE STABR® CONSTRUCTION UT THE STAND SPECIFICATION SEC 12 JAN 2 o6 1Z; 4 No SCALE IN FEET CITY OF FEDERAL WAY Ml }fir FILE NAME Q:lSaatt]oI2Q041FAAYYT-04.00+f1CA00iQ RfECA001.5n n 7� n BergerAB" —are RTum ecc Awb� Washington State Department of Transportation L•+VILLJIINIL7 LJtPT, 1-6 SR 161ISR 18 INTERCHANGE IMPROVEMENTS Plot P ` w ECA1 TIME 4:26AS PM '�" "'"'E FED.AID PROJ.NO. DATE 11@/ 09 10 ASH PLOTTED BY )ake.leveing 09A802 SHM 377 1 w am" ENTEREDBYBy N.VU CHECKED BY J. JI NEZ BY C0Nt1AOf 16 IPE 1O0A10N a TESC - ALPHA STAGE OVERVIEW PROD. ENGR. B. NEBBrrr FtEQ10NAL ADM. C. STONE REVISION DATE LEGEND WLACE SILT FENCE NEW CONSTRUCTION NOTE wi r GEOTDmLE ENCASED CHECK DAM QUANTITY BUBBLE O �•/ / INLET PROTECTION P9AUIJEHT EROSION DRAINAGE STRUCTURE NOTE CONTROL BLANKET SOCK COMPOST TEMPORARY CURB Y j'♦ At ♦ r TEMPORARY ---f� �, ! E PIPE P P ! / �/ /r♦ / PUMA .s'1•i'rJ_R QUARRY SPALL TIRE. WASH S2S d L /• r IPA '%! r, r / yrryiy r ♦ � r / it :�� / r EMPUFA RY CONSTRUCTION EASEMENT / F• r sr 465 49S I yam. i S •••.BABY WENT POND 91 VOLLWF_-I,= CU. FT. TO BE ODHBTRIMC[Eil PARMiJ.T _ � f rN c c INTERSTATE 5 DUfCUED T�IPORARY F1x.GRLE Ls THI 6 ..............�p16A S. 28. T. 21 N. R. 4E. VIIX. CONSTRUCTiCN TESC_NOTES DAM EVERY 100 FEET 00� TESL STAGE ALPHA 1 SED619iT' PW$ 91 EAST OF THE \-J ALONG ARCH BOTTOM MOOT STANDARD PLAN 1.:4: 6W OR AS APPROVED IN EDIGDNEFR CE4TDOTLE ENCA EO CHEC1[ FLRa A5 HECES.AAY 16H POND OCONSRRUCT TEMPORARY LEAVE AN 2MONEND gaW 9ErAEEN RAMS ${1AI1 RE C3 AHD ADJUST STAGE. TEMPORARY FL1L URt£ PIPE SEE NOTE�iFTOLET EXISTING POND S EIGSTBIG POND S 00 THE TEMPORARY SEDJMENT POND. SEE SHEET ENY74 FOR DETAILS. (� THROUGHOUT THE CONSTRUCTICH T �tE BY ETiL^ _ AT THE LOCATION $14". s6 fr�hiiESSAH1C T1�E CULVERT BEFALL BE PROTECTOR S" W STEEL PLATES O] COMPOST SOCK E OF PAVEMENT PER A304G LOG+IiiQH SPEpFFm PSA1:5 OR AS MIPROVED EHOWEER, JILT FENCE SHALL SE MALNTAMED, REL4CA TO AVOID CRUSHING. TFE NLET AHD nurE� SHALL BE CHECKED AND WWALL SDOT STANDARD PAN Oft AND REPAF!ED AS NEEDED To ASSURE CONTINUED PEAFCHiANANCE MATHTAWED AS NT=GCE.SSARY. G TEILPORAFFY CURB (A.iPHALT GR W:5aAG] Tl3 INTERCEPT O AND OF E IHTENDEO jL ON 7H. ET eM AT TH A LON SHALL 9E INSTALLED PER OH SHEET ECUs AT ,HE LOC�TONS 17 $TABRIIED pGNSTRtfcrr0lN iHiR%17t> SILILL BE ILL,= PEi{ W5DDT STAHOAfE! PLAN L60.1D-0I. /J.L S'IA&Ug0 CpkS'INVCRON PAVEMENT RUNOFF AND DNFA: AROUND YL7RR ARFA 090 EXISTING DNTCK SEE SHEET EC03 FOR DETAILS- HEYAL SPEC�TEa ON THE P1PH5, ENTRAKCI�,S Buai l HE INSTA3.k.Eh PRIOR 70 ANY ADDITIONAL SITE PNEUMATIC FLUID BYPASS TD PUMP EGSORG BHORIIWATER to TEIRPOIUAY GNtCiN BASIN 1YPE 4 6O IICIk DIAMETER SIIALI SE INSTALLED PER WSOOT $GSHG.AD PLAN &SQ1600. TEMPORARY DISN1[ISN1L'E ItlOtS ,ASIBRRY FL710E BISALL DE INSTALLED PARALLEL STASI, Mt CONSDRUCTIDN ACCESS YMTH A 5 FOOT OFFSET. OAROUND NEW ►AJIMOLE AND PIPES. BYPASS SHALL REMAIN CATCH BASIN MAY BE REUSED IN A DIFFERENT LOCATION AFTER UNTIL ALL WORK W THE ALPHA ', 131 Nk W. AND 70 STAGES THE CONSTRUCTION OF THE ALPHA STAGES iS COLWIETED ARE COMPLETE SEE SHEET ECD4 FOR DETAILS 7S INSTALL DNLET PROTECTION ON ALL FUNCTIONING INLE9. W UNPAVED OPEfHFORAI GONCRETc HANDLING MEASURES FOR CONCRETE DEBRIS 11 � -7. IN PREPARATION FOR PAVEMENT SAW CUTTING AND CONCRETE iN^ARD TD B 1TOAIHEA FOR TH8 DURATION DEMOLITION FOR REMOVAL. AND CONSTRUCTION OF MEDIAN FROJEOr OR UNTIL THE INLET L4 REWO!W D OR NO LONGER FUNCTIONAL SHOULDER AS DETAILED IN THE SPCC PLAN. OB CZ*tnr CT PROPOSED DRAINAGE SYSTEM PRIOR TO ANY 17 PERMANENT SEEDING. SEE LANDSCAPE PLANS FOR DETAILS, ROMQAdAY DCCAVAnON, SEE DRAINAGE PLANS, PROFILES AND DETAILS SI QUARRY SHALL SPLASH PAD SHALL BE CONSTRUCTED PER 7OTEMPORARY FLOG" PIPE SHALL 11E INSTALLED WITH A DETAILS ON SHEET DOZ GRADE SLOPING IN THE DIRECTION SHOWN ON THE PLANS. TH- TE MPOPAFLY FLIEUBLE PIPE SHALL HAVE A WATER SM GOHSTRL•CT TEMPORARY CONTROL STRUCTURE IN TEMPORARY � EE]nRFN'I POND tH. TIC.KF CC@i, NEC:lON TO EXISTING PIPE OR STRUCTURE E)GSSTING JET CHEVROLET PLDGBLE PIPE DITCH DISCHARGE FLEMBLE PPE INTO ODSTNG CATCH BASIN TLLIPORPAY FLOWLE PIPE AT GRADE _._._._._-_._._. ?lrlrl� t—� 20 r' i r , ,D • es ai LINE --------- =-- 470 I - - ----------- - -- - - - --- - - --- ! - =v•-• I LW LINE i i 475 PIPE AT GRADE DOBLE " END i rA i y.y7,I� T 1 S ST I i 1470 s I LE LINE475 I T r~�"r~•' •:r._ .}r�i„- .iT" sv--�-• tt--------- -------•----- -I P. :t�"9"yIM1Ha— ���—QF1tlw_p� 7__ _J.�tgK,y.."+•" - ....................................... .......... .........,..................... .............. . .. "ILAPPRO7!&1ATE NEILANO AS BUFFER AS �t" j.,n RESUBMITTED FEO . 60 IZ CO.LlMvTS JAN 2 6 2b4.. K FEET ,°° FILE NAME 0:1SGaMIeUO04T-APYVT-04-MICAD= n%ECAM4 n 4:26:69 PM 1°" iP1� AS FED.AID PROJ.NO. -TIME DATE „r2=09 10 PLOTTED BY iake.IBwin DESIGNED BY B. BOLLEN J0B M°®I 09A802 EHiERED BY N. W CHECKED BY J. JIM NEZ COAfR/C "°' 1pG4101 W. PROD. ENGR. B NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY 4) BergerABAM HAL WAY Plot' : BUIWING DEPT. KMNO MAP SR 161/SR 18 ECA2 Washington State INTERCHANGE IMPROVEMENTS e Department of Transportation 1108 are TESC -ALPHA 1 STAGE .. Pi SFA@ Ra LEGEND BELT FENCE W4'RACE NEW CONSTRUCTION NOTE /O DEDTEYTLE ENCASED CHECK DAM NLET PROTECTION PERLWXENT EROSION ❑ ❑ 0 QUANTITY BUBBLE O DRAINAGE STRUCTURE NOTE CONTROL BLANKET COVIPOS•T SOCK J 9 TEMPORARY CURB •--{- TIRE WASH F'EMPORA4Y FLE)USIE PIPE PUMP -�- CITED P QUARRY SPALL l r ♦ 5 / J / ♦rr � 4 �: ♦ y4` / i ♦ • gt i - /rr `♦rr♦ IPA Sr r r n ♦ �,$�•oJ�t O S: t i1t[t `•I moo, ff _� ttttt{tt{�t ttt� _ _" - v,r et �� r. L tttt tttt ttt{tt.ttil _^- f tit�Is S t tt i t I t t t t L t t [ttttlttttt[ttt[ TFI.IPORARY CONSTRUCTION EA'.�iAEHT CONSTRUCTION TESC NOTES TESC STAGE ALPHA 2 ASPHALT BERG! SHALL BE CCNSSRUTTD PER DETAILS ON SHEET ECD4 3 STAMLaEO CONSTRUCTIW ENTf1ANCE SHALL BE INSTALLED PER YI STANDARD PLAN Fs0.1000. ALL ITABRY�cO CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO ANY ADDITIONAL SITE DISTURBANCE OJ TIRE WASH SHALL BE VMALLM AS OLE IIFD ON SHEET EC0 , WASTE WATER FROM THE TALE WASH MIALL BE COLLECTED, TREATED, ANO DISCTIARGED OR REMOVED FROM THE SITE OLN ALL EROSION CONTROL BLAWTEY IN BOTTOM OF DITCH PER WSDOT STANDARD PLAN M2DO0 OR AS APPROVED VY ENOMEM OPERFORM CONCRETE HANDLING MEASURES FOR CONCRETE DEBRIS IN PREPARATION FOR PAVEMENT SAW CURING AND CONCRETE DEMOLITION FOR REMOVAL.ANO CONSTRUCTION OF MEDIAN SHOULDER AS DETAILED IN THE SPCC PLAK OTEMPORARY DITCN SIWi BE GRADED IN TL-IF DIRECTION SHONRN ON THE PLANS. THE =CJt SHALL HAVE A IMWWM VI OF OXFP CENT AND A L4NIMLEM DEPTH OF TIAID FELT. TEMPORARY Or' CH SHALL BE MAIM VIED AND ADJUSTED AS NECESSARY TO DIRECT THE FLOYYS IN THE: LOCATION SR!pVytl ON THE PLANS. O7 INSTALL IU.ET PROTECTION ON ALL FUNCII10K NO INLETS. IN UNPAVED AREAS, PROVIDE INLET PROTECTION PER 14YD07 STANDARD PLAN 0.40-1000. WILE PROTECTION TO BE MAINTAINED FOR THE DURATION OF THE PROJECTOR UNTIL THE MET IS REMOVED OR NO LONGER FUNCTIONAL S. 28. T. 21 N. R. 4E. W.M. OINSTALL GWOMLE ENCASED CHECK DAM EVERY 00 FEET ALON4 DrtCH SO"'M PER Y41001 STANDARD PLAN I4WAC600 OR AS APPROVED 9Y ENGINEER aEOTEXTNX ENCASED CHECK DAILS SHALL BE CLEARED AND ADJUST AS NECESSARY THROUGHOUT THE CONSTRUCTION STAGE! OINSTALL SILT FENCE PER NSDOT STANDARD PLAN yJ0,1IKe AT THE LOCATION SPECIFIED IN THE PLANS OR AS APPROVED BY ENGLNI SILT FENCE SHALL DE MAINTMHEJI. IM3LOCATEO. AIID RIFARREp A9 HEEOED TO ASSURE CONTINUED PERFORMANCE OF THEIR 9NIENCEO FUNCTION. JHLODIL I ISTAWTON 6iW.1. BE OLSTA[LM PER DETAIL ON SHEET ECW AT TFF WC+TQNS SPECIFIED 04 THE PLANS. 10 PIPE SLOPE DRAIN SHALL BE INSTALLED AT T'E LOCATIONS SHOWN ON THE PLANS. t�1rl)i�4) EXISTING JET CHEVROLET POND, ` 1 LINE - !Nir[ L t it tttt t�[tllttt4ttttttt t{tl tt t t { i _t20 t t t [ t { t ttttt ct[tt{ t ` { t t { i { . t tattti�ittttl l' t i � tit ttlttl I' tt i tt tttt,ttltt[tlttTttttttt,ttttt I 46S - t t I t t t It t{ tl t t l t{ t It t[ t{ tt t t t t L t l t i + ti �+OR r♦� -� a s -- - ,.-- - { { l { {tit t� t {tttttttttltlttt lltt tttt[tllttt ttttt{ttttttl[ tt t t [ t t { { 2 �-�.�.: ~� �--- --- ---------- ---- --- ---------- LINE toQi + r• jt�� '. uJ �r B.- - 470 , SAW - ---- --- - -------- - - - - - ...- i:'f -sr� NTERSTAT a I7 -�----------------------- ILm rE 5 a s y LW LINE m 47B S g Sra e r � r. 465Lu ^+ 1 H Y CID ar W LU - -- -_z �ysBsr--sT=-si_ -- _ i^ LE LINE -�i 475 " J ` 1 r rJasrNa r t $I•3F _ i POND s ►� -—fl.ST..—gJ:—.?.NSF.—:.$L--�T..1. ------------ I -- ------ -�------ - N : i 1 _ - — xwv"rJL+RQ - = rasFm __9slivv�J p, SUFFER _ 'R I'•t `.1 \4"` _ TEMPORARY .. • . �[�� H Eli •�• SED6�NT POND 01 y,� .............. . . ABPR riETLM1D i may' VV........................................... .1% WETLAND AB SUFFER QUARRY SPALL SPLASH PAO SHALL BE CONSTRUCTED PER DETPIL9 OH 9HEET 002 16 CONSTRUCT TT]APORARV CONT30L STRUCTURE N TEMPORARY tt _ [_{�� IBE O SEDIMENT POND • PER AHEET ECD4 _ p'_ ' � pER VIA"( Cii� 5 MAINTAISWALE NED AND REGRADED AS NECEssaOI ORv To LIAL+w?I T+WFUNCTWI ]Q EK INTENDED. 18 CONSTRUCT TEMPORARY SEDIMENT POND EAW WITTED TF(�— ��1} AL• L1N11i O POND S.! RAVE A EAFIT}Ei:O SEW! BETVU 4 ��+'TRIe 1 V + �T L L` L-A ' J �����p '► - �{j Co. TEMPORARY CURB XPHALT OR S'ANUU GI TD INTERCEPT PAVA�NT RUNOFF AND THE TEMPORARY es�nluEwr POND. SEE SHEET ECW FOR DETAR& i_"'FN"'► T� 17 DIVERT AROUAU V.'DRK AREA AND INTO FXLST.NG DRCrL SEE SHEET SM FDi DETAILS. �,�L7 v /� E IN FEAT w soD 4 _ Ki 14 TE�L4ERT RARY CUSHALL UE INST%1lD AT YHE LOCATION SHC+SY IF NECEN SSCI AN �r � 2 LSD,. ,�W O THE CULVDRT SHALL i!E PROPROTECTEDVATH STESTEELPLATES TO AVOID CRUSHING. C 'r.MriHr GT>L7I, THE :HEFT AND OUTLET SHALL BE O AND MAINTAINED AS NECESSARY, FILE NAME QASeattle120041FAPWr4M-0$41CADDIO nMCA007.4n ME 4.2rlO PM TIME _ ""E AS FSO.Aip PROJ.NO. DATE 111=09 0 PLOTTED BY aksJwMn DESIGNED BY B. SOLLEN J0° "NNNNn 09A802 ENTERED BY N. VU CHECKED BY J. JIM NEZ ` L M= NIL PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE _ REVISION DATE BY 0) BergerABAM C1 TY1 IOF FEDERAL WA '� � w SR I yJNG DEPT. ECA3 Washington State INTERCHANGE IMPROVEMENTS 9 Department of Transportation 1108 TESC -ALPHA 2 STAGE V� S. 28. T. 21N. R. 4E. W.M. 1 f N II//II/II/III/III/IIIIII/ ; . . . . . . . • . . • • 5 v / II//II/III/IIf 5 • i Nl 5 I/I/II 5 •' TEMPORARY CGNSIRIICTIGN &tSV991' ILLLLI{l { � � •55 LLLL LLLI {LlL{{{ii a 5 �0 4'S i i a076A oQi' S III{{llttLLLt{tLLitLI{LLIL tL L t •5I NSTs�A n a TEMP n `c nor oEnv a weTswsas ° ,O —e0l' LL {I L II LL LIL{ IL Ltd LL lL { 00 LL LL L tL1 •L { II' �.+s`o ILL {I lL I L {� DRAMOE WFUEXr `\ L [L� ILLIL LI LLtI LL ItLL ll [LLLL� lL LL{{ I{ t {L tL lL {ILt LL IIL IL LL L L�D�¢Da hsro �i + 4 st 4 \\7 I l L L L t I L L I I L{ l L � - L �� oI•rN �`� olive x ss \ S. 21. T. 21N. R. 4E. W.M. DRAINAGE EASE3[ENT'. NATIVE GROvM PfLOTECTl°H • �A9EMFNf IL`{ {{{ILII LtIL{{lIt[LLILIItt L I IL tL L 1 se O� � � �w IItLLLLLLL{LLLtLLL{LL LL{L t{ I LL{{LLtLt L I { t{{ILII{IIILI L L •5 j L LLtL L{II { L{{L It{{ tLLL { 1 -� { l{{L I{LL lL { L LI { tILI I ' I .•' L { � l L { L _ �� -. 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INTERCHANGE IMPROVEMENTS ' Afot 1 ECA5 TIME 4:2729 AM . RAa FED.AID PR0J.N0. DATE 11�°09 10 AS PLOTTED BY Jake.InNng 511w 381 1108 a.sn DESSGNED BY B. SOLLEN '°' ""'�' OSA802 ENTERED BY N. VU CHECKED BY J. ,IIM NEZ I I TESC -ALPHA 2 STAGE PRO.t. ENDR. B. NEBB rTT REGIONAL ADM. C, STONE REVISION I DATE I BY S. 21. T. 21 N. R. 4E.1N.M. ---------- ---- -------- -- .t 1\ t't • e 1M1IER.AND U. APPRt?XM E BUFFER xv� m -------------- 500 ' M 3 a r r � I / � rI .. �QpiB,q R • • 1 1 I i VVEMAND T + 1. j r �, I r• I . i 1 1-------------------------- LW i� QtiK,} •usr S lic--co. e • • �APPRO7IiANTE wETL4rm 0 - 510 Y s y INTERSTATE 5 ----------------------------------------------------------------------------------------------------------- FILE NAME O:LSeaC1e0004TAPWT•04.08k1CAGOU3 MECAUDB.d n TIME 4:27:38 PM `�O°" ""1e AS FEDJUD PROJ.NO. ATE 10 PLOTTED BY a lewing _ DESGNED BY B. BOLLEN D N.VU09A802 D PI'IN,L NGR. B. NEBBITT ADM. C. STONE REVISION DATE BY 4), BergerABAM Pmcr l a= RESUBMITTED JAN 6 � to9 0 so tao C SCALP IN F v AMIL r-s BUILDING ❑EPT. ;,��' ,� SR 1611SR 18 ECA6 Washington State INTERCHANGE IMPROVEMENTS e Department of Transportation 1108 TESC -ALPHA 2 STAGE ter. •••'••• DR -LACE NEW FENCEIt CONSTRUCTION NOTESCrILE O ENCASEDddl;�QUANTITY BUBBLE PROTECTION C3 E3 O MENT EROSION � DRAINAGE STRUCTURE NOTE ROL B1. I LOST SOCK cm cm� IORARY CURB kit PIPS P RY SPALL WA�® SH e1J L At r r 04r� 30 it r co ! ✓ TEMPORARY CONSTRUCTION EASEMENT ! / r y � r •r 1;� sr 7e� fir! WtISMVC-00N -MSC MOTES S. 28. T. 21 N. R. 4E. W.NI. TESC STAGE AIPFy S I' f PER90 M CONCRETE HANOUNO NVASURPS FOR CONCRETI= BEBR4 UI PNIFARATION v FOR PAVEIAEW SAW CVrINO AND CtlRGREYE OEWOLfnom YOR REMOVALANU CONSTRUCTION OF MET7W1 SHOULDER AS DETAILED IN THE SPCC PLAID I S I INSTALL INLET PROTECTION OH ALL iUNCTONINO DILETS. W UNPAVED AREA$. 4.J pgWDE MET PRS)1ECTION PER VMOT STANDARD PLAN i-alOM INLET PROTECTION TO BE MANTARIED ROIL THE DURATION OF THE PROIEI:T OR UNTIL THE INLET IS FEMOVEO OR No LDNOER FUNCTIDWLL ALL EXPOSED SOILS SHALL SE STABMW AHD PROTECTED I)U"4 ODNSTRUCTIDH. A C0MIT1WA71pN OF PIJLSTK: CAVFAMO AND COMPOST EAAHKET SHAJI. BE IAS�a FOR ' PROTECTION. INSTALL PiASTIt COVERING PEA MOOT STANDARD SPMRGITION "$.',NS] AND INSTALL COMPOST BLANKET PER WSOCT STANDARD SPECIFICATION 801][41 OR AS DIREC7W BY ENGINEER QUARRY SPALL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON SHEET DOZ 6 TENPORIrIY D1TCH SHALL BE mDEO IN THE OIRIE— vw N ON T}IE PLANS, THE DITCH SMALL HAVE A KINZMUM SLOPE OF ONEJ•£RCEW AND A NUNWUM DEPTH OF TAU FE£I. TEMPORARY DITCH SHALL BE LNNTAIHEO ANO ADJUSTED AS NEOE•$SARY TO IXF=, 1)4E FUN& IN VlllE LOCATION SHC6W4 ON THE PUNS OSISTALL GEOTE TITLE ENCASED OJIiCK DAM EVERY IN FEET ALONG WMH BOrMW PER W500T STANDARD PLAN I-KIOW OR AS APPROVED BY EN INIEEL GEOTNCDLE ENCASED CHECK CAMS SHALL. BE CLFARED AND ADJUST AS NECESLARf THROUGHOUT THE CONSTRUCTION STAGE. OT TEMPORARY C17R9 (M14PHALT OR SAAIDBAGI TO %rSWEP'T PAVEMENT RUNOFF AND ORTERi AROUND 1AIDRJC AREA AND INTO E705nHO WCIL SEE SHEET ECD2 FOR DETAILS. OD TAL. SILT FENCE PER W-DO" STANDARD AiANE 1-30.i-00 AT THE LO=,*N $PECffIF.O TIT 711E nIANa OR As ApPNOV J7 NN FlIWHEFR sRr FFT CS SWUJ. Bf 1WNTNt1£O. RpLOGATFD,AMI At NRED As NFJ�ED TO ASBWIE CONTNANED PERFORLDWCE OP THDR INfTETEO® F{A1t71DN. ,1.1400K INSTALIATION SHALL Be INSTALLED PER OETAIL ON SHS-T ECD4 AT THE LOCATIONS SPECWIED ON THE PLANS. EXMTWG JET CHEVROLET rr! _-'-•r�J - 05 LINE- - - ..._._ . 495 .. � r.• 1-- ....... 1' tjille -, , kt ------------- 1 ' O `• N 1 + yZ,`�i. S EEfii LINE Qo IO ------------------------------------------------ INTPoo oor r--•__ sr. ATE 5 y LW LINE 475 SAW F 4T 'ff f E 465 _ ry e -_ 3'I= `t.b7= = 3:_ — ..4T._ _ �i'._._ $ _ T =SL- ---_ --- --- -- -- _-'-------------- 1470 fir+ _'_` -'- -- ;i�-t: w:: r r.- f LE LfHE 475 _7771 -- - k;Ta i " '.............................................................................................. ----------- PLY--------- 1=bT�vr�-•-CW--pmnr.—� � 4 ....... 7Mlio-^-'Mrle -� J_._Hy* I•WY�.-•--� y� 1; / / ' -�w�. � ' "n`r"-nnHLP �}iSY--9mw—� �-'UF � � ,..Ng1� �ntd� "+VINO'•'"' !O--AAIIB—h4rSo kVNg lk IL AUTO i`i1` =oat • .................... ... ... ................................. '{ ' li • �AAS Uf3UF ATE WEMNU . . . . . . i� ►r_ .'A 1 �a =� •UcJ' FED L wp� C/ �g REL7 V EKG co.L11d u so ,oD JANt r FILE NAME Mmsattlo%20Q4TAPWT•Ot-0DW niECA407.d n TIME IMAM PM ' 6O FED" PROINO. DATE 1IM2009 10 AS PLOTTED BY IaM.WMn9 DESIGNED BY B. BOLLEN 9 wlem 09A802 ENTERED BY N. VU - CHECKED BY d. JIM 'Z oo,IrRAer Ra IaeAnaN "'' PRO.1. ENGR. B. NEBBITT R e',O"L ADM. C. STONE REVISION DATE BY BergerABAM A Washington State Department of Transportation Cily OF FEDERAL V_ SR 4,l;jWl[nnLNG DEPT. ECA7 INTERCHANGE IMPROVEMENTS 8 TESC -ALPHA 3 STAGE ' ia 61 ogle S. 28. T. 21 N. R. 4E. W.M. S. 21. T. 21 N. R. 4E. W .M III . 1u. � 1 {{ . . . . . . . . N INIJIlJJlJpINrIN!lJy1NJyJ it . . � .. IJJI/IlIJJNy1!/I i TEMPORARY CONSTRUCTION FP:ti"ME1.T • DRAINAGE EASE61ENi •• L� is i �V 5i Y' } OOSBA ENO Nl4O+�, s yl • i IS NAMELGRNnxTt . D — l o �O� { sr _ ST • H.t�o + rkNl 4y��ty Qti �!. ��� . • , • ,Gy- 1 �� DRAINAGE EASEMENT Q3 � Hpg LIryE 20 . ap1iNl� un Mli� NF1'10 426 k.,-.-.-._.....�- . t 1. ... �� • ' zv �4—�pstns�' S-0 •_ .{ ` k kt [t t t� [ • i.t1•l . t. [ l It [ l`'r'1,L[ k [ [t.L�{l•t tj[l� [{ 1 4 l.ks l [ ` ri c� `� -1 t��� • .Lo [ 20. ' A t . • L . i i l ! titi> l [ rh ur i7 r� c� Nm ES 01 LINE `l . 5S [ � t { i [' t{ k ['ti { [. [ t [ [ 1 [ k. l [ i^[- [' t ke [ ll t R-,-- ... .�. . .. ..� . _. ... a4� • , - --- h ...•�1,E - _r•rL--- _-=- _ - ---- `-----------_--�---------------10 ------------- '----`- -- - - -- - - _ -- mW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW I _--__-- + 480 485 Lw LINE 1 �0 + 0 INTERSTATE 5 u x x N—SL��--;.: �1 r-r = "`�-.._� �-� _�. �.t� .3T.t�-i': �, �.;T•n....3r �. s_� =��5= �-...-5'C- �. •7 ��r�T_..--5:�,.v-.-Si'�, �-•1r_s:: r.�_SF.+..�.SF .�AS2 r�SLm.�SL .....ri�.SY�,�SS�rSt. a.: y W N--__-.----"----------i_-------_.-___ -S.�_v�--�SL��SLz�-9L�� •+ -'i 0 ._ �._...�t_._._._._._._._._._,. _ _ -:! _.- -�'+ 11 4 - - _ _ j - _._ - - - - - �:- - - - _ _ _ _ w co _.�_�_. - - _ - ----------------_ :. .. .. .. .. W Z Z_ J o 480 485 4 490 �+ x txi ti LE LINE F ~� U.]J __________________________________________________________________._ _ _ _______ ----- _ ___________ ___—.______________ • FEDERAL WAY CITY LIMITS KING CO. LIMITS '01'ESI�BIVliTTI 0 60 100 SCALE IN FFFT JAN 2 6 2010 FILE NAME Q:ks6amel20o4lFAPwr-04.OsalcAbCriD o[Eeaaas.a T r�� `� BergerABAM ,,,n rzsur KK � Tt�/ / Washington State Department of Transportation 1-5 OF FEDERAL W"'�"° SR 16115�� I 1NG DEPT, INTERCHANGE IMPROVEMENTS — TESC -ALPHA 3 STAGE Plot + ECA8 TIME 4:V:57 PM — Fm� ,o FEDAUD PROJ.NO. DATE ++rzrzooe 10 AS PLOTTED BY .IewITO 3 384 1108 acsrs DESIGNED BY B. BOLLEN 09A802 ENTERED BY N. VU cNECKED BY J.JIM NEZ C0KMACrUM 1OW= "' PROJ. ENGR. B. NEBBrrr REGIONAL ACV. C. STONE REVISION DATE BY S. 21. T. 21 N. R. 4E. W.M. MATCH LINE SEE SHEET ECA10 MATCF1 1jNE S LW 499+80 LE 499#75 EE gH 1 20f10 ECA10 TESC vDLUM ,OND ft CLL Fr. TO tiE CONaTkuCTED '17 PARTIALLY • ' 13� S( M-ELAND L4 �GP Gj &le 4 � WETLAND u I SUFFER 4\ ' .• i----------- ` s. s l 15 i r " Sr It ` n t. u ti J f i 'r 1C ' W ; go ti \ - ` IL ; 01 I r % i J RESUBMITTED LW 491+64 LE 491+60 MATCH LINE SEE SHEET ECAS FILE NAME Q:%Sa&We 70U%FAPNCf•U4-a6a1CADD10 n1ECA009.d n TIME 4:28:06 PM � sum FED.AID PROJ.NO. DATE 1112/2009 10 AS PLOTTED BY jake.lwwlnq DESIGNED BY B. BOLLEN X. "u� OBA802 ENTERED BY N. VU CHECKED BY J. JIM NEZ C0""'AOf " LCA11 N PROD. ENOB. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY �j BergerABAM Pt- AMbL 7i Washington State Department of Transportation too JAN 9 9,U- iZ_ FEET . CITY OF FEDERAL Plot 1 UILDING DEP7 ECA9 SR 1611SR 18 INTERCHANGE IMPROVEMENTS 3 1108 TESC -ALPHA 3 STAGE purr. • • L5hET1Al17 H • WULA D U wi:rlm Ecp`11 S. 21. T. 21 N. R. 4E.WX s., -_--^--�-------- ....... --- - - - - -- ---- - .-' _ -- - -- .. .... . ri � • � `I ± 1SA ' 1 s +r r 5 -00r„J�4D'rML� u.. ,ty-o -46 • 1 1 it f. 1 r W r_ - 600 '' ` ;1 505 Lw L1N£ 510 y� LU m F' z� INTERSTATE 5 .----.-_-.---_____-.-------------'_--------------.----------__'----------__,-------.-__'---.---.---------------••-----'._ FELE NAME 414wtt1a120Q41FAPWr OG4ICADMC n1ECA0i0.d n TIME 4:25.16 PM ' $`"FEDAID PROJAO. DATE 1Ir2 2000 4710WAS PLOTTED BY Jak 24nO DESIGNED BY B. BOLLEN I I 09A802 ENTERED BY N. W CHECKED BY J. JILWNEZ w.lwres .a inuna. ra PROD. ENGKo B. NEBBITT RE[iIOHAL ADM. C. STONE REVISION DATE I BY 4 ) BergerABAM mm Washington State Department of Transportation RESUBUIT_T"I;n . 0 BO 1g0 WaX IN_ FEET �OF FEDERAL V SR 16 / mVDiNG iPEPT. INTERCHANGE iMPROVEMEN S TESC -ALPHA 3 STAGE MA10 8 1108 0. S. 21. T. 21 N. R. 4E. W.M. FILE NAME C0.%&td@U004lFAPW7-0f-6841CA0010 n=A011.d n TIME 4:28:24 PM FED.AID PROJ.NO. DATE 1112J2009 10 AS FLOTMO SY likelawing DESIGNED BY B. BOLLEN xib K. 09A802 ENTERED BY N. Vu CHECKED BY J. JIM NEZ C01fRAGT MM 1oC1 M PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE I8Y 4) BergerABAM AdMk v// Washington State Department of Transportation n a 7 RESUSMUIFn D 60 100 jAN d1 L� IN FEET !d D Plot 1 M No C11YOFFEDERAL WA ECAll SR ISWL61NG DEPT. INTERCHANGE IMPROVEMENTS e OF 108 TESC - ALPHA 3 STAGE SHMU S. 32. T. 21 N. R. 4E. W.M. xt=ttu+n -' ALL,AIL S. 29. T. 21 N. R. 4E. W.M. i - sr EUSTINO POND TI I) + — - y �� t c + If I r I 1p- C s� -y- - ` �• •• - WEIGH STATION -----------------� ----------- --- ---- s : e s -------`-- - ----------------------------- -S__-_____• _ • - _ _ <_ _-.---.-.-..-..- ------ - I ------------ ----- - -, 1 430 _ --------------------------------- • I i ------------- --- - ----------------------------------- ----- ------ - � tksr--sr--sr sr—sr--sr--sr—sr--sERSTATE 5 i'--sT--sr--Srsr— sr --sr— " ~ is — ——-c--a: 435 Lw LINE M srS— -- --- ^ ST -i ST—a,ST—'ST--ST_ ------ I :a ST — — ' ----S -- ------------------------- -----•--•----------------------•--•-}--•----•----•---- --------------- -------- _--. ---. -- - •- - -•--•- ---•--------- - - - - -- -- -- ----- 425 I 1 430 H 435 LE LINE 0 - E� - ----- - 1 - - -- - -- -- `-------------------`-------------------------------- - - - - ------ - --- ----- --- - ----------� �_ - — - ----- . ---- <-------- _ _ �---- _ .--- _ ------ - --- - ---- ----------------- -------------------------- BEG1K_ PR0_JECT-- - - ---------------- - - - Y 1-5 MP 140.64 - ---- LE ROW 1815+67.77 = 4' •- -------------ka -- k _--:-Ll�li. - 429+97.64 (124.81' RT) = ' LE�-429-•55,20r-(l LTLRTj-------- BEGIN EXCEPTION - - - 66 MP 140.67 LW 431+89.16 LE 431 +48.84 TIME � 4:28:52 PM ^- - - -- ------ - �0M FED.AID PROJ-NO. oAT9 111?1zo� 10JY;ASH PLOTTED BY Jakidewtng DESIGNED BY W. SQHUKKAN 09A802 - ENTERED BY N.VU CHEMD BY J. JIM NEZ Eowr � M0. '. 'Taw w. PROD. ENGR. B. NESBITT avc7leMaL ADM. C- STONE REVISION DATE I BY BergerABAM F&r Qw W. RESUBM1 , scALE IN FEET f=mt i 04 SR1 711_RAL WA, ECA12 •'! INTERCHANGE IMPR�kK' "KEEr Washington State 378 or Department of Transportation TE PORARY 1 I!RC- ON AND SEN WENT Oil are CONTROL -ALPHA STAGE INEM GENERAL TESC NOTES 1. SEE DRAINAGE PLANS FOR PROPOSED DRAINAGE AND Sn FOR PAVEMENT REMOVAL 2. SEE STAO,Na ?l?YS 57R ITEMS BEING CONSTRUCTED DI. THE -EFC 3.AAV0 STAGES ARE BROKEN UP INTO THE PC - TESC EWYC 1 —+ BRAVO 1 SEE SIr.M f . TESC U. VQ 2 —� BRAVO 2 SEE SHEETS E - TESC 6?A`.'O 3 —► BRAVO SA AND 38 TESL BRAVO 4 —� BRAW 4 (BEE Siff F 3. INSTALL HIGH VISIBILM FENCE "M AS SHOWN ON THE PLANS AND SILT FENCE AS SHOWN ON THE TESL PLANS 4. ALL TEMPORARY SEDIMENT PONDS SHALL BE CONSTRUCTS TO ANY ROADWAY EXCAVATION. s. IF SMME.YF IS TRANS OREED ONTO A ROAD SURFACE, TI BE CUS01SO THOROUL.Y AS NEEDED THROUGHOUT THE D END OF EACH DAY. Sf-PWENT 811ALL BE REMOVED FROM OR SLAII]EPfNG AND BE TRANSPORTED TO A CONTROLLEC AREA. STREET WELSHING BILL BE ALLOWED MY AFTER S IN THIS FUWNEFL B. DURING C0145TKXTKHI ACTIVITIES. ROADS WILL BE CLM ABOVE. STASILIZED CON.STRUCMON ENIRANCEM AREA PRI IN THE STAND SPECIFICATION SECTION BYn 40. AND AS �-� — I 1f1HL Vvi-ei RI; Ill fil�LA#r_� l-Nr-Mr a FILE NAME Q.- S"ttlS120041FAPWT-04.0841C.5AO1D n%ECB601.d n j BergerAB.AM �R Rr vu i vv" Washington State Department of Transportation --••-_ ��< SR 161/SR 18 INTERCHANGE IMPROVEMENTS plot ECB1 TIME 4:23:62 PM - """ FED.AID PROJ.NO. DATE 111r22m io As jm .' 09A802 PLOTTPD BY .WRg 8"� 388 1108 DESIGNED BY IL BOLLEN ENTERED BY N, w _ CHECKED BY J. JI EZ BY COX1PACT "' `°`""°" "'� TESC -BRAVO STAGE OVERVIEW PROJ. ENGR. B. NEBBrrr REGIONAL ADM. C. STONE REVISION DATE w S. 21. T. 21 N. R. 4E.: W.M. a MHO YJv10 r D —ilnHo nnuP 00 `A&40o q}LY'I f OSiYY �0�4 atr. � Ay�O �W r Q3iM'!'� P • a. •'� _ � . wgTIANE O APPRIMMATE WERAND i Ny O BUFFER ♦\ ♦ ♦ - --> - - - -> - - _C -------------•----------------------•-----------•---- - 615 y .Uc y r � r 1 ' �l \ iy y yI !j-1 / tuc �♦ tilt VYFFLAAIO Q +ty yE ♦ ALL 1 t \ yl I �t I t APPROXIMATE WETLAND D evPP2R Y N Y ----------------------1___-__-----___---__-_-_-__----_ p 620 42 B 525 w I m s�a�PaAD el � i I __----_-•------aodcu�r ----------•----------------•-•--------------------------------------------}-----------------------------------�'---------`~�------- „ l INTERSTATE 5 sr - - sr - - L} sT - - ST a - - - ---`'--�T—_—--bT_--ST-_-5i-�\:-ST--ST--ST-_ �ST- —� '"_•__'___.._....—__._._.1.. ... _._._ �._._._.—....—.—-• I•—•—•-----•---•---•—•--- ---- m ---- ------------------ -- x e m 520 525 515 ., LINE w 30 ------------ -- - - - - - - - _ --- -- -- - -- - - -- ---- --- C „_ _ uN>n 25 CONMUCTION TESC NOTES IWC. $TADS BRAVO S OSANDBAG CK"a TO DILE MPE SHALL BE CONSTRUCTED AS SHOWN ON SHEET ECOA Nir.TmP6 SHALL BE CLEANED AN OF E7 IF KEMSaiav, CONSTRUCT PROPOSED DRAINAGE SYSTEAT PRIOR TO ANY EARTW4RK I = i SEE DRADMGE PUWS. PROFILES AND DETAILS. STABIlt CCN*TRUC X ENTRANCE SHALL BE LFWALLEA PER W4007 I ' ' STANDARD PLAN LK109d ALL SYABaRED CONSTRCMION !ENTRANCES u SHALL BE INSTA:LEO PRIOR TO ANY AD MORAL VIE DISRIR&.NC.E { T06WORARY FLEWLE PIPE SHALL BE INSTALLED WITH A GRADE SLDPiNG IN THE DIRECTION SHO" ON THE PLANS. THE TETAPORARY FLEXIBLE PIPE SHALL HAVE A WATER TIGHT CONNECTION TO EGSTING PIPE OR STRUCTURE. O6 INSTALL SILT FENCE PER WSOOT STANDARD PLAN I-M.1000 AT THE LOCATION SPECIFIED IN THE PLANS OR AS APPROVED BY ENGRJEM SILT FWCE SHALL Be MAINTALM. RELOCATED, AM REPAHIZO AS NMW TO ASSURE OQNTp M PEPFOFMONCE OF THEIR [I FtMCnOH. L HOOK 2ISTALLATI IN SHALL BE INSTALLED PER EEYAIL ON SHEET ECDA AT THE LOCATIONS SPECIFIED ON THE PLANS. GTEUMRAITY CURS VSFHLT OR SANOBAM TO WERCEP7 PAYMENT RUNOFF AND WETTT AROUND V6*W AREA AND BITO EXISTING DITCH SEE SHEET ECO2 FOR DETAILS. O7 C04STFWCT T84-014ARY SELIMENT POND AND POND ISSER NORTHEAST OF POND R =CHAROE POND RISER TO TEMPORARY OTTCHL OQUARRY SPALL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON SHEET D02 SOTEMPORARY ELTCH SHALL BE OWED BT THE DREMN 91" ON THE PLMS. TH2 DITCH SNAIL NAVE A MINALUM ELOPE OF ONE-PMCeW AYD A MWNAULI D5PTH OF TWO FEET. TVXPQRARI OtTCH BFW.I_ BE LWNTATNM AND A(A� AS NECESSARY TO DIRECT THE FU744 IN THE LOCATION SHOWN ON THE PLANS. RESUBMITTED J [ 2✓ W 0 SO 100 CITY OF I._ r- "I . -._ . -' — — —plot 1 FlLE HA341E G.'ISaatfl0i�D641FAFWS-04-GB4ICAOD n'ECF0 n FILE o;ASA2 '�„a°M RAT! b PM FED.AID PROJ.NO. DATE 11JTEIM009 10 AS �� SR 1611SR 18 EC62 PLOTTED BY .Iewlnp N.Z/ BergerABAM MT FAVA .ml Washington State Department of Transportation INTERCHANGE IMPROVEMENTS *9!LT 389 OF 1108 DESIGNED BY B. BOLLEN 09A802 ENTERED BY N.w CHECISED BY J.JIM NEZ 0D11'"""a LOUT" MM TESC - BRAVO 1 STAGE PROJ. ENGR. B. NESBrrr REGIONAL ADM. C. STONE _ REVISION DATE BY CONSTRBUCTI�C N_ TESC_NOTES S. 21. T. 21 N. R. 4E. W.M. TESC STAGEINSTALL __ DAM EVERYS O BOTTOM PER WWQT WANM40 PLAN '-KID-M ORAS APPROVED BY CH O TEMPORARYTEMPORARYPLANS. THE DITCH SHALL HAVE GRADED DITCH SHALL BE MINIMUM SLOPE OF'OONE-PERCENT AND AND 17 AND DIVERT AROUND YwRKTEMPORARY CURB T AREA AND iwm II DITCH, SEE SHEET FF ENGINEER. GEOTECOLE EHCASM to E DAMS SHALL BE CLEANED AND A ABNIMUM DEPTH OF TWO FEET. TEMPORARY DITCH SHALL BE MAINTAINED ECOZ FOR DETAILS. I 1 ' ADJUST AS NECESSARY THROUGHOUT THE CONSTRUCTION STAGE AND ADJUSTED AS NECESSARY TO DIRECT THE RANTS IN THE LOCATION Y OQUARRY SPAIL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON SHOWN ON THE PLANS' 14 INSTALL SILT FENCE PER V=uT STANDARD PLAN N30AW AT THE LOCATION SHET:T OD?, SAEGFlED W THE PLANS OR AS APPROVED BY ENGINEER. SILT FENCE SHALL S SEE ECM FOR PETAu-9 ON PLACING SANDBAGS IN FRONT OF -THE Be MAINTAINED, RELUGITW!AIm PIEPATRED A9 NEEDED TO ASSURE y a ASPHALT BERM SIWl BE CONSTRUTED PER DETAILS ON SHEET ECD4. O TEMPORARY BARRIER SWPPERS, CONTINUED ONTI U ON SMALL SE INSTALLED THER PER WENDED D ON SHEET J-HOOK INSTAECDAT THE � � �v lY Og CONSTRUCT TEMPORARY SEDIM2NT POND EAST OF THE EGS LNG PONO S. LOCATIONS SPECIFIED N THE PLANS. i BTABIL�D CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER WSDOT STANDARD PLAN I-0G.1D00. ALL STABIll Jn CONSTRUCTION ENTRFNCES �� A EARTLIENO BERM BEYHEEH ERigRHq POND S AND THE �,� SHALL BE INSTALLED PRIOR TO ANY ADDITIONAL SITE DTSTIIRHMCE. TEMPORARY SEDIMENT PONO.SEE SHEET EC04 FOR DETAILS. Ta PFIIPORRS CDHLFE7T: NANOlINO MEASURES FOR CONCRETE DEER:.. N �y I PREPARATION FOR PAVEZIENT SAW CUTTING AND CONCR_iTC• DQAOLRIONI' TIRE WASH SMALL ISE INSTALLED AS DETAILED 014 SHEET EC03, WASTE TO CONSTRUCT PROPOSED DRAINAGE SVSTEDA PRIOR TO ANY EARTHINORK FOR REMOVAL, AND CONSTRUCTICN OF MEDIAN SHOULDER AS DETARED IN ' f WERAND M WATER FROM THE TNRE WASH SHALL BE COLLECTED. TREAT. AND SEE DRAINAGE PLAXS.PROI AND DETAILS- THE SPCC PLAN. 40` 6 A ,+'S DISCKIMGED OR REMOVE!] FROM THE SITE T1 INSTALL PERMANENT EROSION CONTROL BLANKS PER WSDCT STANDARD 1i SANDBAG CHANNEL TO INLETlPIPE SHALT. BE CONSTRUCTED AS y`D N OTEMPORARY CULVERT SHALL 13E INSTALLED AT THE LOCATION SHOWN IF PLAN pmloD O AND tam-o0. PF3LMENANT EROSION CONTROL ®.ANKET SHEET ECDA NLETIPIPE SHALT. BE CLEANED AN OPENE[�rtf N Y. NECESSAARY THE CULVERT SHALL BE PROTECTED VI STEEL PLATES TO Ste- PLANS FOR PLANTING DETAILLS.S. INSTAL, IN wMTAIAFTER FINAL cRADINa SEE LANDSCAPE �, �" S♦ AVOID CROSNING. rlM WLE7 AND OUTLET SHALL BE BE CHECKEDAND 6 a MAWARED AS NECESSARY. 12 INSTALL INLET PROTECTION ON ALL FUNCTIONING INLETS IN UNPAVED a''v '�• �v >y �� •- � — AREAS, PRONOE INLET PROTECTION PER WSDOT STANDARD PLAN F-Q.10- 7 a 00. INLET PROTECTION TO BE MAINTAINED FOR THE DURATION OF THE PROJECT OR UNTIL THE INLET IS REMOVED OR NO LONGER FUNCTIOWII' J 1AETLAND M BUFFER DRANAGE EASEMENT L 31' 0 ♦, �. r�✓` CLAY — �1 v� �yY4'�• •. -- - _ --..-- -- --•- --_ __ _,a�..-_-. _.._---..,.. _ �,, - -•--- ._ - is � _ -= - , ,. ............... ,•, _ . �� �d m 14 TT }f ...... .. . a 94 °T rpE 1a a ------J s1 s: 4S 1S 12 40 18 17- IrI J SR 18 A5 17 12 5T 40 5 a 7 _ S0 '' %:: - i 91 --- ----- - l S Y s � � -------•--- S 22 � st Is 1e : 14 18 r. TEMPOIRARY SEDIM3.74r POND to VOI ,W, c D" M FT. DDNSTRUR•r PARTIALLY • • • RESUBMITTED DRAINAGE , j A N 21 6 2 o j o CITY OF FE A 100 BUILDING &CUPTTEET FILE NAME Q:I,S"tHRX20041FAPwT-O4-0841CA00ID nYEC0003.d n Plot 1 TIME 4:29:12 PM I "�" ^"� FED AID PROJ.NO. I-5 P1AN' - DATE 11f2F2009 ECB3 � PLOTTED BY aka10 AS �// JaAxlR DESIGNM BY B. SODDEN ,,. WI-'.- SR 161/SR 18 INTERCHANGE IMPROVEMENTS ENTERBY N. VU — 09A802 Washington State ED 0 CHECKW BY J. JIMENEZ wHTRAeT Na LnrwTloN IQ Y A � � � ,{ of PROJ. ENGIRB. NEBBITT erge1111JL->,lVl Department of Transportation 1108 REGIONAL ADM. C. STONE REVISION DATE J PA V_ a� A`Ty TESC -BRAVO 1 STAGE saf,. I C Z m m m DH m� -1b m� w 0° �o m� APPROCB&1TE BUFFER S. 21. T. 21 N. R. 4E. 'VIA X CONSTRUCTION TESC NOTES TESL STAGE SRAVO 1 OLMSTALL PEMMENT CONmOL BLANKET PER WSDOT STANDARD PLAN =1000 AND M201 O. PEFWFIWiT ERCSLON CONTROL BLANKET STALL BE INSTILLED WIAEIATE]LY AFTER MLL ORADINO, SEE tANDLCAPE PLANS FOR PLANTING DETAILS. O2 INSTALL 0d-L.T FROSF.r:TTlO:N ON ALL WLICTIOGNO INLEi3. RN UNPAVW IN6LET PROTECTOR TOO $0 MAINTAINED FOR 714F D M'MH OF THE PIRMIE,CT OR UNM THE INLET IS REMOVED OR NO LONGER FUHCTONAL. OWSTALL SILT FENCE PER MCOT STANDARD PLAN I.90AM AT THE LOGLTIO.4 3PECRF3Ep M THE PLANS OR AS ApAdOYEO BY @i01NEER GILT FENCE SK&LL aM M WADJgi RELOCATE. AND *MAJRM AS NEEDED TO ASSURE OONTOMEO PERFEIMAR E OF TKF§t WENDED FU1II 71ON• A HOOK INSTALLATION SHALL BE INSGLLED PER DETAIL. ON SHEET ECDO AT THE LOCATIONS SPECIFIED ON THE PLANS. OSTABILIZED CONSTROC ION ENTRANCE SHALL BE INSTALLED PER Y40M STANDARD PLAN I-W 10-M ALL STABBJ2M CONSTP.I "ON O T IATNCES SHALL BE INSTALLED PRIOR TO ANY ADDITIONAL SUE DISTURBANCE 1 1 2 $B EW-01 LINE WE-01 LINE _ -" - - - - - i - - - -U APPROXIMATE Sr _ VYER/1HD H IPIETIAND H ` ST � BUFFER 37, OTSWORMY Pr=H SHWL BE ORADED 1N T11E DUMIM IN Si10117t ON THE PLAN THE DITCH SHALL NAVE A 1AMMUM SLOPE OP 0NE-PERCENT Ate A WA MAUM DEPTH OF nW ROr"T. TEMPORARY OnLN SWILL. BE UAINTAINED AND ALx1USM AS NEOF.SSARY TO DIRECT THE FLOM16 IN THE LOCATION BNONM ON THE PLANS. OINSTALL SANDBAGS AROUND YIETIANO N AS SHDITM ON PLANS. UTILUE A PORTION OF NBTLAW N AS LONO AS PCSS9U- .,. I tiYiiiY'i 55------------------ . -- - -- - - --- -- -- -- - --- ----- ---- /ic.sTAPPROAMATE MU AND G BUFFER �. �' •��y �VVETLAPIO F A r aw 1 S \ 4 / � ' 4 aN' �I• ! FILE NAME TIME G:ISeaW8t20041FAPWT•O40841CADDID 4:2922 PM n1ECBDW d n IQ. FED.AID PROJ.NO. 10 AS DATE i11212009 PLOTTF.i i BY IgIlkaAwMail DESIGNED BY B. BOLLEN 09A802 ENTERED BY N Vu CHECKED BY J. JIM NEZ C01 M" m 1OCATI M Na PROD. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY *j- BergerABAM RESUBMITTED JAN = SCAR @f FEET 100 CITY OF FEDERAL 1-5 BUILDING DEPT. ECB4 SR 1611SR 18 Washington State INTERCHANGE IMPROVEMENTS 9 Department of Transportation 1108 TESC -BRAVO 1 STAGE Rtl®R S. 21. T. 21 N. R. 4E. W.M. CQNSTRUCTION TESL N01-ES TESL SrAOE BRAVO 2 OTEMPORARY CURS (ASPHALT OR SANOBA7 TO INlERCF" PAVAO(r RUNOFF AND OIVERT AROUND V76RK ARF,A AND INTO FY=NG OrfM SEE SHEET ECOB FOR DETAILS. O(NSTALL MOSIOR CONTROL BLANKET W BOTTOM OF DMH PER VVSDOT STANDARD P4AN (-0020_M OR AS APPROVED BY EMNEE . APPFiP%v.4tTe BUFFFi VVETLAND N r--- __sr--sr—--sY--sr — —ST —_ —9Y--ST--ST--ST—r ST— yS7 �• ��---'—.—.—.---._. —. 84 WE-0, LINE ------------------- ------------------------- - ----- - - ------------------- > _ 7 _ .. - —`` 3T — VVEILAND H APPROMMATE Sr__WETLAND H Sr BUFFER ' ar r � T - t r�l rr rr \r \1 \t \t h ty\ VI u �10 + NW-02 11 .... .. —ST ------ ----- m - -- ----- - -- — ---- - U) -- ---- - 60 gb� - -------------------------------------------------------- m� --------------------------------------------------------------------------------- APPRD)DFMTE _ era --a... --.--v.• riyy.AG YWEnlAND F Z� ?w r ;Y" 0 i �W RESUBMITTED 0 60 100 CITY 0F FFW�n iFEnLAA_ FILE NAME WS*3tLa12D041FAP'WT-0i-0641CADDW nl£CB006.d n Ber erABAM oA� — or..*„m �_ AMIL Washington State Department of Transportation BUILDING DEFT 1-6 SR 161/SR 18 INTERCHANGE IMPROVEMENTS ,w'°FW'IW ECB5 nME 4:29:31 PM ' " iOTE FED.AID PROJ.NO. DATE 11r2r2009 PLOTTED BY alewing �* 392 1108 o� DESIGNED BY B. BOLLEN 09A802 ENTERED BY N. VU CMCKEO BY J. JIM NEZ E011R" M "0CA10M N0' TESC -BRAVO 2 STAGE PROJ. ENGR. B. NEBBm REGIONAL ADM. C. STONE REVISION DATE BY = Vm C + b IT, S11 S. 21. T. 21 N, R. 4E, W.M. APPROXMATE WEnAND K BUFFER WETLAND K 7 . --.• l f dr� O r' ► �. ---------------- TEMPORARY SEMMENt POND A VOLUME k= CU, FT. Tq" ` P`f xi WETLAND S m _ ja / �.� /------- I x I'`klJ : i1 70 WE•01 L1NE - ------------------------, a ____------ - ------- -- •� - - __ - A - _ - - .ST-- Sf--ST-- ST - -ST -. ST - ST- Sr3T- ST- ST- p WEELmu Ft Al }t-y.`' • f ���� ; r / ,' y CDNST LICTiON TE9C NDT WETLAND F - _ AFFiiUfOA'ATE : f ! j • - - - 7ESC STAGE BRAVO i TnkZT.AND• j INSTALL SILT FENCE PER WSDOT STANDARD PLAN NXA040 AT THE OS INSTALL EROSION CONTROL BLANKET IH VEDTOM OF INEEF PER WSDOT LOCAMM SPECIFIER iN THE PLANS OR AS APPROVED BY ENCINEF:L Si LT STANDARD PLAN 1601L00 OR AS APPROVED 8Y ENOINEEA FENCE SHALL BE MNNI'AMED, RFLOCATED, AND REPAYIED AS NEEDED TO .. \ !/ / '--• - ASWRE OONTTNUED PERFORJAANCE OF THF3R INTEI9FD-UNr_-OW J. 7O iEVPORARY ORCH SHALL BE GRADED IH THE DIRECTION SYK7iVN ON THE "��' J •- HOOK INSTALLATION SHALL BE INSTALLED PER DETAIL ON SHEET ECDM AT PLANS. TY� DTTCH SHALL HAVE A LVNIEMUM SLOPE OF OHE�ERGFNT AND A THE LOCATIONS SPECIFIED ON THE PLANS, ADKULW DEPTH OF TWO FEET. TE1ApOpARY ORCN SHALL BE MAWTAIN-D AND ADJUSTED AS NECESSARY To OIftEC'T THE FLWJ'1 W THE LOGTiOH � �'�• jS SANDBAG CHANNEL TO DILETIPIPE SHALL BE CONSTRUCTED AS SHOWN ON SHCWN ON THE PLANS, SHEET ECORINIETRIPE SMALL BE Cra,_O�Y CULVERT SHALL BE 1NSEIr TALED AT i4¢ LEANED AN CP94ED IF NECESSARY. OLLOCA'ROH SHOWN. IF I P lith/ TA . _ ' I ,� •r -' 7 N aO ARI PROVIDE INLET PROT60T" PER MDOT STANCAAD PLAN 640.10- AVODD CCRRUME SKNO.THE �AN E INLET MD OUTLET SH41L BE CHECKED ANTES TO r .• '10 CO. INLET PROTECTION. To BE AWHYARED FOR TN8 OTfRAT1DN OF THE FAujeCT OR LMT1L T'HI< INLET IS REMOVED OR NO LONOFR FUNCTICKAi fOTEMPORARY CARS V_$FHAV OR SANDBAGITO INTERCEPT PAVMENT RUNOFF AND DIVERT AROUND WORK AREA AND INTO EYJSDNG DICK SEE SHEET ECO2 FOR DETAILS. OQUARRY SPALL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON SHEET DDZ S. 22. T. 21 N. R. 4E. W.M. LWNTAINED AS NECESSARY. 9�WWALL INTERCEPMR DDCE AS SHOWN ON SHEET ECD2. INTFRCEPT'OR DIKE SHALL SE GRADED TO DIRECT RUNCFF TOWARDS SR 161 OVERCROSSDIO. RESUBMITTED JAN r 6 77,T too SCALE IN FEET FILE MANSE k:LSeatliDl2406WAPN7.O4-0B41CACDDID rIIECBODB.d n ] N-41, SergerAB M I FJ:. V_ ew � / Washington State Department of Transportation u{- r-I,I..icn'I '1i Vk'I g! J I!_. D I N{G D LE [DT_ SR 1611SR 18 INTERCHANGE IMPROVEMENTS393 Plot 1 " ' w ECB6 SKwr 1108 .� TIME 4:29:41 PM FED.AID PROJ.NO. DATE 11MIX19 AS PLOTTED BY jaka.IwAi 10 I DESIGNED BY B. BOLLEN JO6 " �' ENTERED BY N. VU 09A802 CHECKED BY J. JIMItNEZ CON1RACf M 1---- M0. I TESC -BRAVO 2 STAGE PROJ. ENIGR. B. NEBBITT _ REGIONAL ADM. C. STONE REVISION DATE BY S. 21. T. 21 N. R. 4E. WX r Y ---------------- -------------- I iI . 1 • _ � 20 �p S� gH took CONSTRUCTION TESC NOTES TESC STAGE BRAVO 3 M70L. EROSION CONTROL BLANI4=T IN BOTTOM OF DTfCH PER MOOT STANGAHO PLAN I-B01DOD OR AS APPROVED BY ENGINEER OwVAL. SYT FENCE PER HISOOT STANDARD RM [_iO.10AW AT THE LCCATM SPECIFIED IN THE PLANS OR AS APPROYEO BY ENOINEFli $ILT FENCE SNIU.L BE LWNTA1NEp. RELGCATE0. AND REPAIRER A$ HEfOEO TO ASSURE CONTINUED PFRFQRAfAHCE OF THEIR INTEROED FUNCI%Ni J' HOOK INVASATION SHALL BE iN5 USEI PER DETAIL ON SHEET ECU/ AT THE LOCATIONS SPECIFIED ON THE PLANS. RESUBMITTED JAN "�: p Go 100 C,ITV CIF IrFri�_'Q n" iAIAV — FILE NAME QASoat0u4' ffAFWT-06-0841CADAID TIME 4 960 PM RIECM7.11rt ',,�" "A16 FED AID PROJ.NO. 10 WAS 09A802 �j BergerABAM I d,Ta Washington State Department of Transportation BUILDING DEFT. SR 1611SR 18 INTERCHANGE IMPROVEMENTS rLm or No ECB7 DATE litze !) ED By .SeMArLS MET 394 GF 1108 DESIGNED BY e. BOLLEN ENTERED BY N. VU CHECKED BY J. JIM NEZ REVISION DATE I BYI `°"'""" "' 1°u'71°" "m I TESC -BRAVO 3 STAGE PROJ. ENGKL B. NEBBITT REGIONAL ADM. C. 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ONV713AA 31YWIXONddV — \ r �_.\ \`.��i \ .\ . 1 • '+is'� • ti \ \ ifldiflB O 1 � \ •- ♦\ \\ '` � r QAiYl1.3H 31YW170ONddY 1 a'6 ,■ ■ \ \ , y , �jk'� 1 t 'lr \\ O ONV'1L91N i'•• ~ _ a7g12' _ _ _ _ " l �1 �11 Tnl 11 1 1 111 m �� 11 1 \ it 'Wav IYNO103H 'il`JN3 'f oud An CM433HO AS U3M31.N3 AG camemia A8 n-4I I id k Vlrj '_•• . . . . . . REI.JVBIN1ITTE[ 1 • O u11Y1i�4{ : k, , '_ JAN 2 6 2010 ' . '_'_____ .'�� ,9'P .r u•A -MHO O '�^rILWO—MMO,•� - 7i ,olrw,fl --asp- �, —flf►w a' �1 �Q4;FEDERAL iN ' BUll.alNG DEPT. 'W'M:'3V 'N 'N �Z `l ' �Z 'S S. 21. T. 21N. R. 4E. W.M. Q. .HL �. '�' a.ry� Ori'R^•' a7:. .uL � .uL .uL � � .uL � dL•. ' � -'" ��*rriY� � � �' .u� � arc '� 'u'- . . . . . . . . . }• . . . . a . . . . . +. • • W4 .HL '� W4+UL TILL .�L +� . w`' .ILL `vG .lL 1 •UL �G. •vL .LL wL WL 4 'LL4.uL }� .U: .uL .L. dlL V1L •4. .ILL y't'• .lL_.1` '� ,uG '� ny� ; u . . . . ��;- • \ dfe. 1'� J d!L -114 .UL aVL. . , • • • r +U4 • • d �'' ' - • • . • . . • , +_W. _ W4 +W. .Yp .LIT .IfL • .. 0016A I t u uL v mr n .n. � 1— w , cew �. •,.. - - - - - - ' APPROXIMATE ' ER P HUFF . . a . . a . • . . . . . . . • • • f • • . • •......•••...••r.. •..••.........•r•••..•t .......r......................................... ---------------------------------------------------------N -----____._.• • .• r................... .......... ••a..a...r..—�Y• --------------------------------------------------------------------------------------------------------- -- ------------------------------II • I I[ m g j 530 t Tua y 535 540 $Lw In �0y Q LUI] I WW LU W —�sra Sr W y y INTERSTATE 5 + y ~ w tu Iin LU g 1 x 1 a 2 530 y x 5 535 x s 6 x 5 0 �+ x U N LE LINE I =-----' -------------------- -----------------------------------------------------------------^------- -------------------•-------------------------------------------------------•-------------------- - ttll tilltl[ll[t LlLILLL 4L[t{lL LLI l [ I ILI [ ll LII tll [Lt t LLL tt Lll Ltlll[tl tL[L t{LILLLILLt lltt[lLLLLLt t 1 l l Lt t L Ll tl l l{ Lt l l[ ll LLtt ll [L . LL [Ltl lL LL L LL LL l[LL lL{LLtLII[tltLl{LL [L lL[L [L tLll LL [l [{Lt L[ LL l lL LL lL[L L[ lL lL LL l LL l[ L lL Ll [[ [ LL Lt [ l[. LL lL[l Lt It L ll L LL LL L [ ll [L L [[ LL L L LL [ l LL [l L LL L[ [. L [t L t LL Lt l LL Ll lL{[ LL TILL LLL� Ll Lt LtLLLII LILT LL ILLLLLI[[tL[lLt[1L [lL[[[L L[LL[LILLL L[[tLL► llL[LLL[LtLI[Lll[l LL[[LLLLlllllllL[LLILLL[[t L{Lll[tLLI[tlLLtlll{LILL[LLLLL[l LL s 4 L L L { L [ l l L t l L L L l 1 l L L L L l[ I t lL[ LlL L I t ll [l [ 1 CONSTRUCTION TESC NOTES NOTES TESL STAGE BRAVO 3 T NSTALL EROSION CONTROL BLAMIET IN BOTTOM OF DITCH PER WSOOT STANDARD PLAN 141020M OR AS APPROVED BY ENGINEER OSANDBAG CHANNEL TO INLETIPIPE SHALL BE CONSTRUCTED AS SHOWN ON SHEET ECDA INLEOPIPE SHALL BE CLEANED AN OPENED IF NECESSARY. OTEMPORARY CURD f.SPILA_'T OR SANDBAG)TO INIERCEPT PAYMENT RUNOFF AND DNEAT AROUND WORK AREA AND INTO E7U RIND DITCH. SEE SHEET ECD2 FOR DETAILS. OTEMPORARY DITCH SIWl BE GRADM- IR Tyr DIRECTION SHOWN ON THE PLANS. THE DITCH SHALL HAVE A M ti.NUY SLOPE OF ONE?PMCENT AND A MINIMUM DEPTH OF TWO FEET. 7EMPORARY DITCH SHALL BE MAINTAINED AND ADJUSTED AS NECESSARY TO DIRECT THE FLOWS IN THE LOCATION SHOWN ON THE PLANS. RESUBMITTED JA'd Shl>3i1 n ' 100 FILE NAME Q,.Znt e00041FAPM404-0841CAG010 rLURC9G09.d n �/ BergerABAM mn �c.r.av w7x J— Washington State Department of Transportation I-SCITY OF FEDERA SR 161/5R 1� UILDING DE INTERCHANGE IMPROVEMENTS Plat 1 ,A* "-CBS TIME 4:30:10 PM — °U E FED.AID PROJ.NO. MATE 111=009 10 As J0B 09AB02 PLOTTED BY kslQrYill DESIGNED BY B. BOLLEN 3 1108 IK" ENTERED AY N. VU CHECKED BY J. JIM EZ __ REVISION DATE BY COR1""" "a 1°`""0N N4 TESC -BRAVO 3 STAGE PRO.. ENGR. B. NEBBITT REGEOHAL ADM.C. STONE S. 16. T. 21 N. R. 4E. WX 1 ..... ' I l '; ,0 80 rW � � '� nLi���f.�• "Ic,�y Igo .I[.. �c. �vrttY ��"�[S a�'�?',:�6Nar �tY� WFnAKO PJ --- IC ...... ; ........................... •. 'iM APPRO70LLRT6 WETLAND P 911FFER ' mo wv FW u7 x .-__________ W t co I] 1-5 MP 142.96 LE ROW 1937+66.93 = ta-•---------- ---------------------------------------------------------------------------------- ------------------------------- i 545 LW 661+57.26 (124.01' RT) .i LW Ug ----------------_.-- _... INTERSTATE 5 ...... _,. _..__T______-__....____-_-___--.___-_-_-_-______----.._________________________--__--__._._____________________________________---------------- us 'S i 1 5ti •� t �..-..1...� �....._....-.......v....t--------------------------------------------------- 1 t I--------------------------- 1 1 --- ------ -..«--___.._________________._._______---_-- ------------ 11' 5 t II •Sl 1 E]°SMS POND O S. 21. T. 21 N. R. 4E. V1 X L FILE NAME O:1Sea1tle120041FAPW r-0" DtDgrtW.CW%dgrt TIME 4:30:20 PM A n°N °D s FED.AID PROJ.NO. DATE 111=09 10 AS PLOTTED BY lakeJewing DESIGNED BY B. BOLLEN 09A802 ENTERED BY N. vu CHECKED BY J. JIM NEZ CONm" NO, LOCATM NO. PROD. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE I BY no CONSTRl1C?'IQt+I �ESC NQZES TESL STAGE SRAVO a Ot TEMPORARY OMM SHALL BE GRADED IN THE DIRECTION StIOUM ON T'* PAWS THE DTTCM SiAu NAYS A WNAAAiI SLOPE OF ON6� AND A NkA0.iVNI OEPRM OF TWO FEET. TEMPORARY DIICH SHALL RE MA[WAIM AM A0,MTED AS 296CESSAW TO arR THE FLON6 IN THE LOCATION SHOWN ON THE PLANS = O,STALL EROSZN CONTROL SLAN>sET IN BorrOW OF DITCH PER MOOT STANDARD PLAN W0.20,00 OR AS APPROVED 9Y ENGINEER OTEMPORARY CURD IASPHALY OR SAND&AO7TO RTIERCEPT PAW -TENT RUNOFF AND Of%= MOUND WORK AREA A.YO DIN Zg8mNG DOCK SEE SHEET ECD2 FOR DETALLL 0 ) BergerABAM AdMk ■1I Washington State Department of Transportatlon RESUBMITTED tl E® JAN 2°$cA;=Z FEET ,°° Cprr OF FEDERAL NG DEPTI� tt'. ECBIO SR lsllsa �P INTERCHANGE IMPROVEMENTS 9 TESC -BRAVO 3 STAGE mmm CONSTRUCTION TESC NOTES TESL STAGE BRAVO S OINSTALL EROSION CONTROL EI.Al fT IN BOTTOM OF DITCH PER WSDOT Si PLAN I-0Q.7DL0 DA AS APPROVED IP' ENGINEER. OINSTALL SIT FENCE MR YrWOT STANDARD PLAN SZllvl AT THE LOCATION SPEGFlFO TN THE PLANS OR AS APPROVED By ENGINEER. SILT Ml SHALL BE Lp1NTALNep7 REL0CAj%A4D RB'AIRED AS NEEDED TO ASSURE DOINTWl)ED PERFORMANCE QP THEIR INTENDED FWCTLON. b T+.OQK INSTALLATION SHALL Ill MULLED PER DETAL ON SHEET ECW AT THE LOCATIONS SPECIFIED ON THE PLANS. S. 21. T. 21 N. R. 4E. W.M. 41 i Xl �y iY YYETLAND M 01* DRAINAGE EASEMENT APPFaDaMAiE Ui Ffi; � WETLAND M — w ------- --- ,� 40 I i el5 f /SA � 5R 18 "' ---- -- sT' / / -------------•---------•-----•------•-------.�----------------- I' I1 If If n "IIr • • \ • r'Ir r . . . • • . �r — • „ Cl AlFr` DRAINAGE 9LE NAME TIME ❑ %8atV6120UiFAPYV{•-0+-0C4lCADVW "729 PM n1ECB0%l n "Oq NAM PED.AID PROJ.HO. L•a 10 SIH OAi'E S1 PLOTTEO BY lake.1swing DESIGNED BY B. BOLLEN JOe1A"�` �$AI$fl2 ENTERED BY N. vu CHECKED BY J. JI EZ� PROD. EMGR. B. NEBBITT REGIONAL ADM. C. STONE EVI REVISION DATE BY V BergerABAM PNI W + cox RESUBMITTED JAN 2 4 mu 4 7,4, SCALE IN FEET 7"" 1-6 BUILDING DEPT. ECB11 SR 1611SR 18 Washington State INTERCHANGE IMPROVEMENTS 3 Department of Transportation 1108 TESC -BRAVO 3 STAGE �.r. i =o mm m m v �m m m co mm N m — ti-=rmx:w M AND N BUFFER S. 21. T. 21 N. R. 4E. W.M- YoFrulhD N iu ES-OT LINE =-----_SI_-_ EW.01 LINE WE.01 LINE ______-__________________________________________�_ A P —" Sr WEnAND MD H Sr BUFFERST'_���ST<<ST� .. ...... I 1 / 1 � r / I 1 1 1 \ 1 \1 \t t\ ty\ tl t, tl FILE NAME Q.t5aAWo0004%FAPWF-0i-Ofi4tCADDU3 nSECS012d n FE�i.Alp PROJ.NO. TIME 4:30.38 Pm DATE llM' 09 10 AS . PLOTTED BY ake.lw ing _ _ DESIGNED BY 5.90LLEN 09A8 2O ENTERED BY N. VI! � �� � C}fECKEO BY J. JIM NEZ PRGJ. ENGi B. NEBBITT vcr-inum ■nr4- C-STONE REVISION DATE BY ��► BergerABAM 10 NYwnx -- - __ _ �g`�-ST--STsw -- `-70 - — — — --- _ — -------- J ----------------- --- -- - --------------------------- 4_••_�y.�.__�-...._w�'..... �. �..«...i._. .i. APPROXNATE WFRAND D BUFFER 1NETUIND F f' av' %SnMD 0% p, ! o- RESUBMITTED 60 JAN 2D FEET ,°° plot, CIIm OF FEDERAL W a"� - SR 16115RlV - . _ — --- ECS12 VAf Washington State INTERCHANGE IMPROVEMENTS 9 _-� OF Department of Transportation 1108 �,� TESC -BRAVO 3 STAGE 1 1 l 11 No i I i VAPPRo)a?AATE:WETLANO U BUFFER .: Iry rp•- _ S. 21. T. 21 N. R. 4E. W.M. CONSTRUC ION TESL NOTES TESC STAGE BRAVO 4 OSANOSAO CIAVREL TO INLETIPIPE SWILL BE CONSTR =M AS SHOWN ON SHEET ECDI INLEUPIPE SHALL BE CLEANED AN QKNED F NE4ESSAFM OPREPARATION F'FOORE' PIVF3B3:Y SAW CUTTING Apo CGN�E DEMOLITION FOR REMORA-ANO CONSTRUCTION OF MOLAi SHOULD9T AS OETNLEO IN THE SPCC PLAN. OINSTALL B6.ET PROTECTION ON ALL FUl1CiN]IilryG IISEY& IN UNPAYE.O RHEAS, PAONDE WLET PROSECTHIH PFR WS007 STANLLARD FUV/ F4e.I. OC[. MET PACTFCTW TO BE MAIRMNIM FUR T» OURAT" OF TKE PROXrT CN UNTIL THE WILT is FOAMI O OR NO LONGER FURMICHAL ------------------ - .. - ---- - -- _-----'---- . •� ... `,.+! . _. + -. _. .. _. .. - . - -- ..--� .. ''�.. ., • - —. — w—RAO veal 1 1 j _ •�•tM, •,I y. ?I � 1 r �y,A�y,� � rNR►g1�'�. 11/ '•__-_.w./� •uc _`1r'_� vu7:�Lum D !' -� -�e O 1 �+; � � c m 1 Y& AND T �ppPRdIAfATE 10 • • r�TkANO n s J BvFIFIER e r r J, r r 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lwl LINg 610 ' - - INTERSTATE 5------- --- --- ---- M t _ ___ FILE NAME TUE 4:30:47 PM ®" 'fAiH FED.AID PROJ.NO. DATE 1112MM 10 AS PLOTFED BY ke.levrina DESIGNED BY B. BOLLEN O9A 0 TE ENRED BY N.VU CHECKED BY J. JISA NEZ COKE' M0 xo PROD. ENGR. B. NEBBITT REGIONAL ADM. C. STONE __ REVISION DATE BY MATCH LINE SEE SHEET ECB14 V CJ }W� W W N W z M MITTED JAN "bI 100 SCALE IN FEET wl 1 1 VI 1 L6JL1 IP1L Y I-sBUILDING DEPT. SR 1611SR 18 Or Washington State INTERCHANGE IMPROVEMENTS .. � � � � ,{ BergerABA vi Department of Transportation TESC -BRAVO 4 STAGE ITAN a w ECB13 SHM 0 1108 aMEM S. 21 ■ T. 21 N. R. 4E. W.M. MATCH LINE SEE SHEET ECD13 ---•_._._._-- - -• INTERSTATE 6 500 505 LE ul F." i's, WIN Wt, .4 y nME 4:J0:56 PM oAn? i7rsxaas PLCTI•ED BY lakedoMng ENTERED BY CHECKED AY { PR U 'N[3R. (�- REGIONAL AC 510 --------------------------•----•-i`�t_[ - -- - 1 30 1 25 �L1 `. •� ` L � [i LL � LL [+ LLLI tL L[tl L[ [ L { [ t l� l i ' •y , It [ [ [ • ' , f, 6. 7 Z", i I • �I 1 a ---- CONSTRUCTION TESC NOTES •a - • - / �'> % TESL STAGE BRAVO 4 m t CURS ((��%1 - % Y --•_. � •� O RUNOFFAND OWE RI' ARO FTAO V ORKCAREA TAND RRO E)USNNYO D Cff. SEE [LI { ] 3 SHEET ECD2 FOR DETAUL QUARRY SPALL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON SHEET DD2. 4 4 O IhSTF1L PEwuwEM EAO&07L CONTROL &.ANrO:T PER vsDOr STANDARD f PLAN LQ-0..00D ANO 4lBZO.06 PEFAIkNAKi EROSN3N COHTROL BLANKET [ SHALL BE INSTAIrFn IMMEOLLTELY AFTER FINAL ORAOM SEE LANDSMAPE [[ [[ PLANS FOR PLANTING DEWM i 4 OtST'ALL SILT PENCE PEA wsalr BTANOAAD Pena Fx.laoo Al' THE l [ [[ [[ [ O LFENCSfiA11BE rF4VNrA o„RE10'CAT�ED�iwn rtEPAFfffDA BNEmEO ERWEEFIL TOT �{ l HOOK PIF STALLL.ATTON RIA r BE NST1iLE0 PER DETAIL ON SHEET�EC:1t AT THE LOCAMDUS SPECIFIED ON THE PWa O6 TE]Aa 7M DITCH BN a BE GRADED IN THE p1RECTION -PERC r THE PIJ1Tt8. THE OfIEN SrMLL NAVi A WHI4LUM SLOAE OF ONE•PERCFHi AL:O A WHIM 1 DEPSH OF 7WO FEET, TEAuDRM DTMH SHALL SE WtlNTMNED AND AO7116TFD AB NECESfSARY TO ODIECT THE FLOM IN THE LOCATION SHONM ON THE PLANS. 14"A �0 See S? ;Pia S� �i --Cale FEO.AID PROINO. 10 AS 09A802 BergerABAM mxmACT w LorATwl xa ES SCALE w nff SR 16t11 'y FEDERAL ` ECB14 State l�1TERCHANGE I� OdMEPT. 40 Washington Department of Transportation 1108 TESC - BRAVO 4 STAGE �o W S. 21. T. 21 N. R. 4E.:W.M. OHW r 1 W r------- -- — -- ♦ ,rs 11 APPROXBAATE INE'FLANo 1'' N, '• 11 ♦\ •\ a 1 .K, 1 . r —> ---------------- --ST- 616 515 9 520 I APPROlOUNTE WETLAND O &1FFER ern -------------- ------------ 1 525 WETLAND LLI l ; . i - SO--------k--------------------- --sT--sT--y'r-�sr_- sr -----}sr-�- -a-�^ti3aFs a sr� sr�-=-sr•_ INTERSTATE 5 PA }- sr — — sr —- -yF�G_=-_-8i-_=sr--sF_ =-sr__-s--_,.-_sr--sT--s_r_--sr--sr-"�---------•-•-•---•-•- �•-•---•-_._.-__•_._._�_•-:-._._._._._._._._._._-- m 520 N 525 . " E UNE x : 30 ' - - ---- - - - - - _ _ - - - - sT ---- ---- _ CONSTRUCTION TESC NOTES TUC STAGE BRAVO 4 INSMI. EROS" CONTROL SLANNET Rt BOTTOM OF OTTCH PER MOOT STANDARD PLAN M2DAo OR AS APPROVED BY ENGINEER O2 TEMPORARY OOC*4 SHALL BE GRACED W TNT ODiL;7iON S}IOWN ON TI,E PLAN TIE D[ICI Sin, i HAVE A MINRCUU SLOPE OF ONE•PFRCFHY ARO A MWIAUM DEPM OF TNO R--ET- TEMPORARY OTTCH SHASL BE wmtUNED ID ADJUSTED AS ANECESSARY TO D[RECf THE FLOWS IN TIE LOCATION SHOWN ON THE PLANS. FILE NAME O:1SeatUe120041FAPWi-04.O841CAODID aWCB646.d n FTA0N ""TE FED.AID PROJ.NO. 10 AS TIME 4.31.06 PM DATE 111=899 PLOTTED BY lake.WiNing DESIGNED BY B. BOLLEN 09A802 FNTERTJI BY N. W CHE0 MO BY J. JIM NEZ o�NTwACT "°` „aTM NM PROD. ENGE B. NEBBITT RFnlnxAt- ADM. C. STONE REVISION DATE 1 BY v BergerABAM !k vi Washington State Department of Transportation JA N 2 s o CITY OF PFWA•+Fft fA..� 1-5 SR 161/SR 18 INTERCHANGE IMPROVEMENTS TESC -BRAVO 4 STAGE /LMI w No ECB15 0 w 1108 O2 iH3TAil MTFENCE PER YYSDGT SYAHDAAII PLAN }a""W AT THE LCWT]pN SPECIFTEA IH THE PLAii9 OR AS APPRDV-A SY EHGIHEER SILT FENCE SHAiL BE W1iHRA1HED, ppLGC0TEI.AAND REPAWD AS NEEDED TO ASSiIHE CONTlTLIW PFAFaR1AANCE OF THE1RNtBMW FDNCIIYiN. i NOGX *WALLATM ViAIL BE IHSTA,LUO PER DETAIL CH Wi ECD+ AT THE LOCRTILINB SPECIFIED ON THE PLANS. FILE NAMe R:55a.LD. TIME 4:31:14 F DATE 11rmm PROTTFA BY 01-w* n DE51GHE2 BY 5.90L ENTERED aY N.Vu CHECKED BY J. JIAI. PRO.I. ENGR. B. NEE DRAINAGE F.ILSFIL — 91"1� FED.AID PRDJ.NO. 10 AS OSA802 aa.I..ar .n u+cAno..a S. 21. T. 21 N. R. 4E. W.M. 1), BergerABAM �Ov WETLAND M 'ram ; RESUBMITTED JAN 2 9 2010 CITY OF F BUILDING�0TT LRI PID! 1 Aft 1-6 RA. W NO SR 161/SR 18 ECB16 Washington State INTERCHANGE IMPROVEMENTS oa Department of Transportation 1108 �>z TESC - BRAVO 4 STAGE .�. S GENERAL TESC NOTES T. SEE DRAINAGE PLANS FOR PROPOSED DRANAOE AND SITE PREPARATION FOR PAVEMENT REMOVAL 2 SEE EWUNG PLANS FOR REMS IWN¢ CONMUCTED DURING THE CHARM I)aTti ECHO. FO=ROT, DOLF. HDTEI,ANO MNMA STAGES. THE CHARD -INDIA STAGES ARE CO I NNED WO A WJOLE TESC STAGE 3 INSTIL. HIGH VISIBILITY FENCE (IMF) AS SHOWN ON THE SITE PREPARATION PLANS AND SILT FENCE AS SHOYYN ON THE TESL PLANS PRIOR TO ANY EARnW3RK 4. ALL r-WGRARY FADUIENT PONDS SHALL BE CONSMICTED OR IN PLACE PRIOR TO ANY ROAMVAY EAGIWLrW S IF SEDIMENT 13 TRANSPORTED ONTO A ROAD SURFACE THE ROAN} SHALL BE CLEAgM TKOP)MILY AS NEEDED TKRO11G}IOLJT THE DAY AND At THE END OF EACH DAY. SWUJ.' NT SHALL BE REYLOVFD FiWU ROADS ITT SHOVEi1NG OR WiE£PING AND BE TRANSPORTED TO A CANIROUED SEDIMENT DISPOSAL AREA STREil WkSLUNG SBL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER B. DURING CONSTRIPT11W ACTIVITTK ROADS WLL BE CLEANED AS SKC0l8D ABOVE, STABttIZO CONSEAl1CTION ENTRANCEM AM PROPOSED AS DESCRIBED IN THE STAND s£CIFIQATION SECTION B.DI,?M ANO AS SHOLVN. 7. CONSTRUCTION WATER WIDE FOUNDATION EXCIVA70NS SHALL NOT BE ZISCW.RGEA To DOSTENR OR PROPOSE] SYORIMWATFR SYSTEMS FILE NME Q:L9eaLUDL WM%FAFWT-04UWM.ALiuw I -TIME 4:3128 PM DATE IIPM009 PLOTTED BY lakeJewing DESIGNED BY B. BOLLEN ENTERED BY N. VU CHECKED BY J.JIM NEz f PROJ. ENGR. B. NESBITT i REGIONAL ADIIL 0.STONE n1CIi L:VOI.G n ,'ten" a"`E FED.AID PROJ.NO.IT� BergerABAM u+� �.. Washington State Department of Transportation 10 AS 09A802 `OM1A/LN' �Tm M REVISION DATE BY J Vl I I %J - f-r 1�� WA I ti-° 1, Plot I-6 _ w SR 181ISR 18 ECC1 INTERCHANGE IMPROVEMENTS 04 !SC - CHARLIE THROUGH INDIA 1108 S. 21. T. 21 N. R. 4E. W.M. MATCH UNE SEE SHEET ECC3 IATcH LW 488+80 LE 499+75 i Y&n AND w I I APPF*XWATE WETLAND U UIFFER iclk --------------- 4 I '�AY,v ♦ ,� ii I ti u I I �� �;''• �tii I CO STRUCTI0N TESC NOTES lk ` Pt ♦ II TESC STAGE CHARUE THROUGH INDIA ' OQUARRY SPALL SPLASH PAD SHALL BE CONSTRUCTED PER DETAILS ON\ SHEET DD2 ; OTEAPORARY CURB {ILSPlWT OR SANOSAMTO INTERCEPT PAVMENT •, " \ '\ RUNOFF AND DIVERT AROIR'aD WORK AREA AND INTO EDOSM DNCK SEE V1, SHEET ECO2 FOR DETAILS OPEeTFOR7J CONCRETE HANOUHG L�ASVAES FOR CONCRETE DE.SRiS 17 '\ PREPARATION FOR PAVEMENT SAW CUTTIHO AND DONCRETC OHLONITION ' - FOR REMOVAA.ANO CONSTRUCTION Of MEDIAN SHOULDER AC DETANGA IN a \_ THE SPCC PLAN. {O INSTALL EROSION CONTROL SLANID:T IN BOTTOM OF DITCH PER wSDOT e STANDARD PLAN M20-00 OR AS APPROVED eY ENGINEER. _ OINSTALL 84T FENCE PER IAI800T SIANDARD PIJV1 I-J'0.10-00 AT THE X.R. LOWTIOH �ECF7fD Il THE PLANS OR A5 APPROVEDI BY 61. SILT FkiiCE SIWJ. BE 1WNTAlNfO,RP.00ATFD,,IHO REPAIRED AS NEEDED TO 'k. , ASSLRHE COfRMHVED PERFOR{AANCE DS THEHFt INTENOfD FVRCTION. J• H,QDK U47AUATION SMALL BE INSTAUED PiA DETAIL ON *iM ECD4 AT ■ '\ i - - THE LOCArOHS SPECu9ED ON THE PLANS. , FfLE NAME Qt SeaCIe120041FAPWY-04.0641CADoM NECC002.d n TIME 4:31:36 PM = FEDAID PROJ.NO. DATE 1112=9 10 A$ PLOTTED BY jafn.iawln DESIONEO BY B. BOLLEN JOe M! � 09A802 ENTERED BY N. VU CHECKED BY J. JIM NEZ pROJ. ENGR. B. NEBBI7T Rraloiuc ADM. C. STONE REVISION DATE BY 4 ), BergerABAM I 11 i .wT 10 cr ECC4 J� J j% r • $ vim, - ,r� a {{{(•JJJ///// �IYY//�� ! e'•r j ! f. r ! r RES 1 it 0 60 JAN ,WVNT AML 'I_ Washington State Department of Transportation IYTY OF FEDERAL riot T BWLD(NG ❑EP �2 SR 61I5R 1 INTERCHANGE IMPROVEMENTS o6 1 N TESC - CHARLIE THROUGH INDIA S. 21. T. 21 N. R. 4E. W.M. � -- - _pStlJticR _ ------------------ --- -' ��1L 1 t`LLILILII` [LLL-�LLC-L -•. \ - - - L L L C l -L II Ll L 11 LL L�tl 1 LL {I L }I LL L LL tL l `tt�, > �. L �-LIll jiLZ LL L LLL l`iLLLLA lL I L L [ LL IL LLL L L }LLL LL i I ` '. + L�' L L tL LL Ll�. lI, 'I 1 { l LL lL[t't{'� L L Ll I LL LL `t`ASL LL L LL`� I 1•[ LS IL 1 LI L LLl �l L X L L L�^ Lit�rsL. LLI� 1. LIILL li!L L I L`t� LL L{t I L LILLLLL [ L L LL I LL li l.�l D016A .14 L L L{L�l 1 LILY L L N L�LILLI.L op�`4}y0f���LLLL `•'.� I r L [ p— tAko� 1 L L L L l t vYETLANn u. wEnAN01ATE7 U V T WIPFE i ` 1 W _--,LU in w w J 600 " nv 2� 7 a ;, •�Ln.ItLLI� L •� `� D��fl �� e- -Lk41#fit LL`LL� Il IL4 LLl Li LLLI�I[ . l L= i t ff LLLL L l tL L� LLLLtI �I ILL }LlL li L ..wETUND r � • LitlL L+ IL l LL { L L L 1 L L L{L[LILL� LLLL�LL l SL � •. L L l L Il L {�It LL{ [LL}�L LLiI LI L 1�{ � LLLL �LLLl4,lILL l 4 L 1 1 5 + .l 1 [� LILLL L 1I L y•I L L t� ,i 2 4 •A•� LLL L CL,. l { L L l �'- .� L LLL 11 LI L L` L� t `iLL ILLLLL�11•t _______________ a s 606 FD.E NAME Q:1Sea1tle120041FAP'WT-44-D641CAODM n%ECC003.d n TIME 4:31:46 PM ' 42. FEDA ID PROJ.NO. DATE 111?12009 10 AS PLOTTED BY IakeJewIn DESIGNED BY B. BOLLEN JN°2 09A802 ENTERED BY N. VU CHECKED BY J. JI NEZ 1acAT1o1I III PROD. ENGR_ B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE HY INTERSTATE 6 MATCH LINE SEE SHEET ECC4 BergerABAM CONSTRUCTION TESL NOTES TESL STAGE CHARLE THROUGH MIA 81S1'ALL EROSION CONTROL S.WFFT IN BOTTOM GP OTTCH PER YVSOOT OSTAHOARO PLAN FSO2M OR AS APPROVED EFY ENGINEER QUARRY SPALL SPLASH PAO SHALL 9E CONSTRUCTED PER DE111" ON 2 SHEET DD2 = TEMPORARY CURS (A9Pk LLT OR StiHOSWW)TO tkTERGEPT PAWhT RUNOFF AND DNERT AROUND 15C'WC AREA AND IWO EMSnHG DTTCK SEE' SHEET ECO2 FOR OETAILS_ OWSTALL SAT FENCE PER WSDOT STANDARD PLAN 1,V.10-00 AT THE LOCATION SPEpF{ED IN THE PLANS OR AS APPROVED SY EROINEER SILT FENCE SMALL BE VXNTAWI PI AND RFPAIRFB AS NEECEO TO ASSURE CONTINUED PERFORAIAHCE: OF TR;R all -ENDED FUNCTION, J- No" UWALL{no" SHALL 9E ONSTALLEO PER DETAfL ON SHEET EI AT THE LOMTIONS SPUCIFTEO ON THE PLUM OPEJIFOTDE Cl}lRCAETB HANOUNO MFJ�9lIEtES FOR CONCRETE OEMS IN PREPARATION FOR PAVF]dEHT 8AW cvTnnD AND CONCRETE 0EM01R10N FOR REA1oVAf.AND COIISTRtICODN OF NEE]IRN SHOULDEL AS DEWLED IN THE SPCC PLAN. ... ... . •• LW LINE •RAO r .y wed r: 4 • • �APPROMATE YY&MAND D , ------------------------------------- 610 Amok -I� Washington State Department of Transportation ' ■ESU O a 10O .. SCALE IN FEET -J?�Y OF FED-RAL I SIRtsys ljLaDj%��,T INTERCHANGE IMPROVEM TESC - CHARLIE THROUGH INDIA III 1IM w 406 OF 1108 V� S. 21. T. 21 N. R. 4E. W.M. MATCH LINE SEE SHEET ECC3 : — — — ------------------------------------------------------------------------- INTERSTATE 6 500 + �i, l s 605 LE LINE ------------- LL�t L•�L .I;LL t tt 4 � l C[1 Ll ltj L, s f Ll 4�`tl tt L l4�tLtlL ?L L• L' [L L {l �t. l LL . 4 n .0 •� tLly L [tL[ ` `� _ g:��� L1ILLLL,<< lltL LL L`LLttt t l �. s - d'tLL.•�Yt'ILLLILLL t'Lt•L__.4s- ��•t -' .[ t L[ t L L lL t It t L Lt `i`L � L lr L4 [ [[Lt LLlL4L`4t�L`L [�t,Ll lt' L LL ` Ltl •L l� [ �L l[ L...�-��l � L t FILE NAME 0:%Uattla120041FAPWf-04-0641CAD= n=CC04.Q n TIME 4:71:54 PM 1°°°N "A" FED.AID PROINO. DATE ii1112D09 10 AS PLOTTED BY la�RMing DESIGNED BY B. BOLLEN _ _ 09A802 ENTERED BY N. W CHECKED BY J. JIM EZ �n'H xo. PRo3. ENGR. 13. NEBBITT REGIONAL ADW C. STONE REVISION DATE BY 610 CONS111LICTION TESL NDTES TFSC STAGE CHARLIE THROUGH INDIA OINSTALL ETGOSIOH CONTROL WRIT T IN BOTTOM OF DITCH PER WSDCT STANDARD PLAN 1.SOR1>^70 OR AS APPROVED BY ENOINEHt OINSTALL SGLT FENCE PER YYSDDT STMCARO PLW r-=IDO0 AT life LOCATION SPECSBD IN THE PLANS OR AS APPROVED BY 9401 NUR SIL PEAICE SNAG1. aE GatlNTAINER RFlOGITEG. ANO REPNREn AS NEEDFA TD ASSURE COHT'1NUED PERFORGLARCE OP TiLP]R. INTENyEO F1INC- 4• HOOK MGSTAGSATION &UiL BE INSTA IED PER DETAL ON 04EET EGOI AT THE LOGLT&1NS SPECIFIED ON TIC PSAHS. OTEMPORARY CH (ASPHALT OR SAXDSAGI TO INTERCEPT PAVIAENT RUNOFF AND wET -PoI r AROUND VIOAREA AND INTO EXISTING DRCFI. SEE SHEET ECO2 FOR DETAILS. OPERPOFDA CONCRETE HANOtJHG VEASLMsS FOR CONCRETE OESFUS BG PREPARATICN FOR PAVfMEH7 SAW CNPIT.YG AND CONCRETE %MOIRION FOR RHAIOVALAND [ONSTRUC - WF WMIAN SHOULDER AS DEFALED IN THE SPCC PLAN. RESUBMI-ar7 0 6D 100 i A N 2 6 2-o 1" IN FEET Al■► _;ITY OF FEDERAL WAS ECC4 SRE46IYSRNA cF-PT. • INTERCHANGE IMPROVEMENTS awr Washington State 407 BergerABAM Department of Transportation TESC - CHARLIE THROUGH INDw 1108 nATse IUL"� KAT a ° A I Gr4mg S. 29. T. 21 N. R. 4E. W-MAP r -_--- PRGPER[l UNE ACCESS ROAD EASEMENT No EX ---- WEST N1'�E8 O ' 2 EX STOP ANK ALL al,. Aw Alt. A.U. 1 © _ _ _ REEK Alb. Al/c AIL .ILIA ,Llr. f Wr.ti ©�} ------ - - ----- - ----------------.-_ \,1 {.,i LJ cm 1 `�� i ,ill. ALL AA. ALL AlL � U � ALI� ALL AIl, A.L4 AUL ALL AL/. .Ill. \ ♦ 3 .S S 4 6 r AIL .ill.. AlL ,IA, ,ilL ALL AAJL . ♦ WC ) � .ill, AlL A.1. All. All. .L.. all, A1��► 4 a � ` 7 rr--�^' U ' _� yi•�-�\ _ i i zz I E i 1 ,w, ,IILr r AIL aJL 1 AIIL s1L. ALL _ - - .- -. - _ - FEDERAL WAY EASEMENT FOR HYLEROS CREEK -4 ,AI.. .IL .Il. AIL AUL ALL ,IL � nsl ALL ALL All. All. AIL ALL• A w AIIL. Mz - - iJL - -- a1L- - ;s1G j , .uL AIL& ,,u, I" ,w. Alk Al'< AUL .Air. AIL AIL Au_. 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ALL Al- ALL All. AIL AIL .AIL ALL. ,•r 1 Q Q WETLAND R I W ALL All. ALL al:. AIL Al:. ILL AIL ALL Aw. ALL ALL ¢,C NETLAND B� S WSTLAND C CJ - INSp(1T PROPERTY LJNE . FILE NAME Q:1Seatt1e12D041FAPWT-04.OW1CADo nT=CC005-d n TIME 4*2:03 PM ' MLI ` FEQ.AID PROJ.NO. PATE 111=009 _ _ 10 " PLOTTED BY jaka.ImAng DESIGNED BY B. BOLLEN 09A802 ` N0. ENTERED By N.1U CHPCKEO BY J. JIMPENEZ CON1R"�ND PROD. ENGR. B. NEBBITT DATE BY REGIONAL ADM. C. STONE REVISION 0) BergerABAM � : -Ir Washington State Department of Transportation LEGI h1❑ E(MNG VVE-ELAND EXISTING MAJOR CONTOUR EXSnNG &UNOR CONTOUR - - -- - - EXISTING FENCE X X - SILT FENCE +r STABILISE CONSTRUCTION ENTRANCE SANDBAG COFFER DAM CONSTRUCTION TESC NOTES RI IOATION SITE ! i J BOTALL SLLT FENC✓: PER WSDGT STANDARD PLA}+ 1I I.W.ID..0 ARGVND THE E7 Wn" POND AND rM INFLOW AND OUMOW CH&MMMS \._r SwwL LILT FENCE PER W9DOT STA]✓DARO PLAN M10-0 AROUND TILE P"wT:c "-� OF THE PROPEitT'( 000NTRLOT Ir WLDE ST MLaM OCKr NOTION ENTRANCE PLA ViSDOT STANDARD PLAN 1 MID-W. y�D CGiFER DAM PER DEWLS SHOWN ON SHEET J fl A f B% 1 N FEET f'1Iv 6+ V plot 1 C! OF FEDERAL. Wi l*CC5 SR 164WINDING DEPT. INTERCHANGE IMPROVEMENTS a Of 1 108 TESC -MITIGATION SITE SHUM S. 28. T. 21 N. R. 4E. W.M. ' E70STING 48 IN DIAAI CONC. CULVERT LINE CREEK DAMVWITI B THE uvs% IC ON SANDDACS SNAIL M 810E SAPID IAOS LLED WITH CkWEL RBAChFILL FOR DRAIN OR SAND. BAGS FI4 M TO 76% OF BAG WAWY. DOUBLE PLASTIC (10 ABL FAIN.THII � Alpi M sVIN. s' PLACE SANDBAGS FIRMLY AGAINST GROUND LINE AND ADJACENT SANDBAGS WnDM OF CREEK BOTTOM OF KEYED 1' HIOW CREEK r207OM SECTION A Nis FILE NAME R,4Sea1ffe124WAPWT-G"G4LCA0GID nA9CD00lA n 'nVE 4.32:15 Pm ' FED.AID PROJ.NO. DATE iimmm ai[frrEn BY aka.3.wln i DESIGNED SY B. BOLLENA802 lay ENTERED BY N. VU CHECKED BY J. JI NEZ w.m.er w. MLKAl10M M a PROD. ENGR. B. NEBBITT 49VIONAL AWA. C. STONE REVISION oATEill WORK ZONE YIP"^ FROM INSIDE TI WORK LOW SH NOT RELEAS CH PASS SYSTEM SP nnND D I 0 26 80 i SCALE IN FEET SECTION B --"`"'""' ICU ' JAN 2 6 20i ; Plat 1 �• 'l MOF FEDERAL TIPT. 1NA` SR 16;DW-N iG ?CEP ECD1 Washington State INTERCHANGE IMPROVEMENTS 409 BergerABAM Department of Transportation TEMPORARY EROSION AND SEDIMENT 7708 �n CONTROL PLAN °�" SANDBAG AT TEMPORARY CONCRETE BARRIER HTS NOTES: 1. FOR TEMPORARY CONCRETE BARRIER, REFER TO TRAFFIC CONTROL PLANS, DETAILS. AND SPECIFICATIONS. 2. PLACE SANDBAG AT JOINT ON UPSTREAM SIDE OF TEMPORARY CONCRETE BARRIER. PM DESIGNED SY B. ENTERED BY NA CHECKED BY J. PRO i. T Ha B. REGIONAL ADM. C. ti r r ✓ SPASM WALL TEMPORARY CONCRETE BARRIER Q SECTION A NTS 44NCHES OUTLET PIPES [CONTRACTOR TO HAUL PROCESS WATER OFFanzi PLAN VIEW TIRE WASH DETAIL NITS FED.AI0 PROJ.NO. 10 AS 09AS02 M �; BergerABAM NOTES: 1. SPLASH WALL SHALL BE BUILT INTO TEMPORARY PAVEMENT PATCH MATERIAL 2. OBTAIN WATER METER AND BACK FLOW PREVENTION FROM WATER PURVEYOR. 7. PERSONNEL SHALL HOSE DOWN VEHICLE TIRES FROM °WAL.K AREA'. 4. TIRE WASH SHALL BE INSTALLED IN LIEU OF A QUARRY SPALLS CONSTRUCTION ENTRANCE WHERE EXISTING GROUND IS PAVED - I. LOCAE WASH -DIRECT WATER TD THE OOUTLET IPES AT THE UTLET PIPE WITHO LOWEST SQU EG EOF THE $ IF NEEDED. TRUCK TIRE PATH lwMpaRARy PAVENMWr PATCH MATERIAL (S-INCHES HIGH BY 244NCPZS WIDE) TEMPORARY PAVEMENT PATCH MATERIAL *INCHES HIGH BY la —INCHES WIDE) 7� Washington State Department of Transportation DtT1L.ET . — 2 INCHES x 4 INCHES SPLASH WALL SUPPORT 4 FEET x S FEET x 112 INCH f WATERPROOF PLYWOOD SPLASH WALL \\ / '— a INCHES 4 INCHES TRUCK 71RE PATH EJOSTI NG GROUND LEVEL SECTION B NITS RESUBMITTED JAN 2 62010 Plot 1 SR 1611 IWIING7 DEPT- INTERCHANGE IMPROVEMENTS SHM 411 TESC DETAILS 1108 u�a�e J-HOOK —y' J-HOOK s � i S � - S fiG' SILT FENCE J-HOOK PLACEMENT NTS WOOD POST OR METAL STAKE J-HOOK HTS CONTINUOUS FENCE FABRIC FLhC£ Pasts ISTA}SE:'i} ADJACENTLY AND S[NO AT TOP WITH WIRE WATERTIGHT COUPLING TEMPORARY DEWATmmG SmMelr POND ORIFICE DIAIL PROVIDE ADEQUATE POND POLYETHLYNE CAP STRAPPING 1S' RISER MUCRATED POLYETHYLENE DRAINAGE TUIUM0. DIAMETER MIN.2' LARGER THAN - DEWATERINO ORInCF- -_ - TUBING SHALL COMPLY VM H _ Z' ASTM F667 AND AASHTO M284 - CORRUGATED METAL RISER DIE VATERINO ORME, TACK SCHEpULL 4F STEEL STUB WELD SEE TABLE FOR ORIFICE SUE '%;lil�ltl:ll C' FLE)OBIE PIPE WATER SURFACE ELEV -=r•; a 3 Z111 POND BOTTOM ELEVATION r n.c nnm� .._.............,. - nME 4:32:27 PM DATE 1112r2DD9 - - neoox ru+x FED -AID Pia. 10 IAS PLOTTED 8Y afia.iawln DESIGNED sY B.80LLEN 409A 2 ENTERED W N. vll � � xa xa CHECKED BY J. JINEZ 2X RISER DUNd. NSN. UNLESS OTHERWISE SPECIFIED MAINTENANCE NOTES: 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS SHALL BE REPAIRED' TEMPORARY POND RISER AND CONNECTION NTS 11 PROVIDE SECOND AND THIRD ROW WHERE REQUIRED FOR STACKING SANDBAGS TO FORM SACK BARRIER PLACE SANDBAGS TO CHANNEL RUNOFF FROM ROADWAY TO INLET SANDBAG CHANNEL TO INLETI PIPE RESUBMITTED NTS JAN 2 62010 �lTY FEDERAL WAY F '�mo sR k1�DEPT. ECD4 INTERCHANGE IMPROVEMENTSammT Washington State 412 BergerABAM Department of Transportation TESC DETAILS 1108 oas s r�nua wx _ SAND BAGS ouaEEO"" 4 AN 'h'ATEA ELEV. WORK AREA ff 8 IBC POLE VElaw LAYMC F SAMO wS m uYoc of sAlm eAas SANDBAG COFFER DAM DETAIL NTS EXISTING PAVEMENT TEMPORARY ASPHALT Cr MIN. THICKNESS) ASPHALT BERM FITS ITABS.IZED MNSTRUCTION SWTRANCE FILE NAME Q-ISVaftI000041FAFWT44.0645CADDlD nVECOD06.d n FEI7AIR PROJ.NO. TIME 4:32:31 PM DATE 11/2/2008 10 AS PLOTTED SY aiuJw n _ _ DESIGNED BY B. BOLLEN 09A8 20 ENTERED BY N. w `�� �o. �� xa CHECKED BY J. d1111 N» PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE 8Y PLAN ADJUST FLARE SIDE FLOW TEMPORARY CURB EXISTING OR GRADED SLOPE EXISTING PINS AS REDUIRED -SECTION- A FFLEXIBLE DRAM PRE (OR APPROVED EQUAL} SLOPE ANCHORS TU5QUIRED FOR SLOPE GREATER THAN 20% m STANDARD METAL OR HIGH DENSITY POLYETHYLENE END SECTION WTM HOLDING STRAPS AND ANCHOR PINS (TW TOP AND BOTTOM) USE QUARRY $PALL SIDE SLOPE OR DITCH DETAIL AS APPLICABLE SEE DD2 FOR DETAILS DETAILS ISOMERIC RES�BMj��� PIPE SLOPE DRAIN N`S JAN 2 62010 ,1■► 1-5 BUILMNG DEP- " SR 161/SR 18 'ECD5 INTERCHANGE IMPROVEMENTS now Washington State 413 BergerABAM Deparhnent of Transportation TESC DETAILS 1108 eKOM wre L nAfs e¢I NW-03 CONSTRUCTION EDGE OF PAVEMENT 2 BW ORDINARY HIGH WATER LINF - 1 —HEADWALL 1 Sn � f — PRECAST REINF CONC THREE -SIDED 1 STRUCTURE ■. — — -- — "---M--- --- --- — LINE------------- -- — 4 ------------ --—•---------- NW-03 18+11 g' I NW-03 18+06.8 = , NW-03 16+01.7 (33' LT) TA LINE 15+10.4 — (40.3' RT) I I HEADWALL 2 — �+ B PLAN VIEW '° 20 SCALE IN FEET PRECAST REIP- rn THREE -SIDED HEADWALL FO( TAB NE I FOOTING SECTION 6-K FOUYING CONS 'UCTION I ! I ! DAuM ...---_.._. ----- _.....__... REI +F�iCONC.- i ; 1 ` i � I I � � I SIDED S1l2ucruRE: (NAVD) SB _ ! �_"'••---• '----- --.•••" .. ALL i : = T! . 1 ! ............ ! « v.------....__i Y__.. € --------- -- __ - __� » . T-•- « r i T14 LINE 14+77p `1-ti b 18�01.i 40. I i I I BLEV; 290;08: f ....A TA E 15t 1_ —�..... � i ii { i i •• •• ••••••- .� .•�.• _• •1 .i ELEl=za73r w i -•-• E -•- .. vROPGSEa srR ._7• . Jr I . ... .. .93% 1 'r._ , h: ;Y. r�.= 1 "_ i •esaw I I i i 280 E I ; I - •-'•-': 1. t _ !- - 1:.]L�:-0.93K. PROPOyD STRFA1d8,117 $ 20 TING: t _ _.._ .......... . . ... -.� _ . SEE BED STABILITY BANID DETAIL i I i13 I� LEGEND CRUSHED SURFACING .-.,.•.._,«_.___w____._....-_-i......__.-._..-1..._.".........................}.-.__..____._.}....._ _."._1_..._._._.____. ._ _77 ____.... {M O BASE COURSE NOTES: �-y STREAM BED MIX SHALL CONSIST OF A 1:1 RATIO OF 6-8INCH j :SECInON1 A -Ai g 1 STREAMBED COBBLES COBBLES AND STREAM BED SEDIMENT PER WSDOT STANDARD .. �--7 SPECIFICATION 9-03.11(2)AND 50% STREAM BED SEDIMENT MEETING WSDOT STANDARD SPECIFICATION 9-0311(1) -- TIME 2:29:34 PM - - REWDN STATE NO, DATE 6117/2009 10 WAS PLOTTED BY brian.bollen DESIGNED BY W. SCHURMAN Joe Hu 09AB02 coRTRACf NO. ENTERED BY N. VU CHECKED BY J. JIMENEZ PROJ. ENGR. B. NEBBITT REGIONAL ADM. C- STONE REVISION DATE BY FED.AID PROJ.NO. LOCATION NO. Q) BergerABAM pc SyN NTS BED STABILITY BAND NTS MR Washington State Department of Transportation IEADWALL DOTING FIESUBMITT.Ej MAR 0 3 2010 CITY OF FEpFRAL WAY BUILDING DEPT. Plot 1 1-5 PLAN REF NO SR 1611SR 18 SD5 INTERCHANGE IMPROVEMENTS GREET 262 BOX CULVERT DETAIL 547 sNE>=is BEGIN EXCEPTION 1-5 MP 140.67 LW 431 +89.16 LE 431 +48.84 32 /lZrMH'TAVE ION SITE S 11� R p4 y 29 M LINE i T.21 N. RAE. WX END EXCEPTION 1-5 MP 141.03 END CONSTRUCTION LW 460+70.00 SR 16 LE 450+44.31 SR 161 RW 140+09.30 = ` NS-03 31+86.60 (0.99' RT) 99 BEGIN E CONSTRUCTION 20ZEW-01 R 18 R 18 RW 12+71.72 = 10+00.03 (18.7 /'RT)E-01 10 00.00 ( ) _ _ __ ---.---.................. BEGIN PROJECT 5 16TH AVE s #� 16TN AVE S 1-5 MP 140.64 I NS-05 LINE -03 1*INE s LE ROW 1815+67.77 = wN-01 LW 429+97.64 (124.81' RT) LINE = i f . WS-01 ELIN ' LE 429+56.20 (0.00' LTIRT) BRIDGE 5/503W � NOT INCLUDED IN PROJECT 17 CITY OF FEDERAL WAY = # NS-03 LINE 21 s 20TH AVE S 33 LE LINE z 16 161 LW LINE S BRIDGE 1611102 { BRIDGE ES-0L�J BRIDGE IN INCpRD.IECT : BRIDGE 51504W NOT INCLUDED IN PROJECT NOT INCLUDED IN PROJECT : 011 DINEPROJECT ENC�PH 28 CAf ES-01 LINE INCLUDED BRIDGE 61503W BEGIN CONSTRUCTION = ' NOT INCLUDED IN PROJECT FILE NAME 1xy5&atar5sz1 TIME 2A7.66 PM DATE 11=21M PLOTTED BY ]•ak IwWI40 DESIGNED BY W. SCHL ENTERED BY N. YIJ CHECKED BY J. JIM N PROJ. ENGiR B. NEBB REGIONAL ADM. C. STON SR 1 '. EW-01 LINE BRIDGE 51504E SR 161 ROW 120+95.92 = I NOT INCLUDED NS-03 12+73.12 (0.04' RT) I IN PROJECT 26TH AVE S i END PROJECT I-5 MP 142.95 NW-02 LINE E wA� S LE ROW 1937+65.93 = WE-01 LINE 5 LE 561+53.31 (0.14' RT) _ ............W...__..�-.__ _�.�... LW 551+57.26 (124.01' R aYs BRIDGE 181003 NOT INCLUDED IN PROJECT 15 22 v! y DEC 0 1 2009 0 2500 Im 9��°Rti �G'�`' CITY OF FEDERAL Ifs""FEET CDS Plot 1 AwbL I-6 run No FEMAID PROJ-NO. V1 SR 161/SR 18 10 was �� ■• INTERCHANGE IMPROVEMENTSSUMT WHOM �� Washington State 8 09A802 OF COMA"«a LTM N : BergerABAM Department of Transportation VICINITY MAP108 DATE V13Y �aT ur aox F S. 29. T. 21-N. R. 4E. W.M. _�" S 364TN_ -- 450 -- ------------------ --------------------------- - __-_.. `_-------- S. 28. T. 21 N. R. 4E. W.M. t --I'-1._..._�-_}"I`�----I--_... r.---••1-- �,-.1_-1....�1._�}�-1���..�_.-.I.... ----------------------- — — — — — r• � C, 460_ -- -- -- -455 -- -- -- __ - - -- -- - -- W D. _' -- -- --- -- -- -- - -- LW UNE -•__•__'__••------------............. - .........._..------_'-------�------------------ ......... -------:---------_-------{------------J-- — _w--`------- _~-ti[P r-------- -—�—.---- --------__-- — — — — — — — — — ---}� •�.M--------------------- nAWG PLASTIC LINE M. 0 FAINT LINE__ _ -1- -I 1- -I- -I {- -1— I I- -I ^ I- -I -•Ir I- ^i -I- -I- -I^ I- -{ _-� R_-—.—._*. --�— -—.I....LE --------.a_.' - __._�- 460__ ---- fr}+ ---------------`-,re -rl--+ ROVING KAESEO PAVBiE7TT MMK1318 B . ~. END _EXCEPTIOIN- �'"°""° "' '° `B'E ------RE?IOVI�IG. PAIHLLIIVE_-'-'-'-'-'-"-'------- "'-'--- -'-- 4- 1-5 MP 141.03 LW 450+70.00 LE 450+44.31 LEGEND -X--X- EXISTING FENCING = =_° EXISTING CULVERT -1- -I- EXISTING BEAN GUARDRAIL - ST - EXOSTING STORM SEWER LINE EXISTING PRECAST CONCRETE BARRIER —OHW- ORDINARY HIGH WATER L=---LI wETLAND - CUT- FILL- UNIT OF CUT OR FILL 0O13A STREAM NAME EXISTING BRUSH LINE ..... • • - . WETLAND MITIGATION BUFFER —SAW— SAVYCUT LINE —CG— LIMITS OF HEARING AND GRUBBING STREPM MITIGATION BUFFER REMOVING ASPHALT CONIC. PAVEMENT WSOOT RIGHT-CF-WAY jrirjriir LIMITED ACCESS REMOVING CEMENT CONIC, PAVEMENT CIiOR(D QUANTITY TABULATION GOOE CLEARING AND GRUBBING O � CTPON NCTIRE REMOVING CEMENT CONC SIDEWALK 7) ®OTE PLANING BITUMINOUS PAVEKE.'fT 1. REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC) PLANS FOR SILT MS FENCE, CHECK DAM OTHER WATER POLLUTION CONTROL DEVI2. REFER TO THE EXISTING UTILITY PLANS PM PLANS FOR THE LOCATION OF EXiSnNG UTILITIES ONSITE I. REFER TO THE DRAINAGE PLANS (DR)AHD STRUCTURE NOTES FOR REMOVAL OF EXISTING DRAINAGE STRUCTURES . 4. REFER TC WE SK;RIHG PW15 {S7N1 FCA SIGN REMOVAL S SEE DMRCN:MEWTAL COMPLIFNCE PVIiS (ECP) FOR THE LOCATION OF NIOH NSEBIL'IY FENCING. R REFER TO THC ILLVMTNAMCN PLANS IQ FOR ILLUMINATION REMOVAL T. REMOVE AS PART OF THE Li11AP SL'M Q TtEMOVAL OF STRUCTURE AND OBSTRUCTIOM.SEE THE SPECIAL PROVISION TtEHOVAL OF STRUCTURES AND OBSTRUCTIONS.' AL SAWCUT LINE TO BE LOCATES t FOOT INSIDE EXISTING EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9. SEE QTABS FOR STATIONS AND OFFEIS OF ITEMS TO BE REMOVED. FILE NAME 4.'LS"ttle12MW-APYVf--G)t-D&tLCADDU] n%SP001.d n TIME 12:19:44 PM FED Ab PROINO. DATE 1112=9 10 WAS PLOTTED BY .*Mng DESIGNED BY S.IAWRENCE 09A802 ENTERED BY N.vu CHECIO=D BY J. JIMENEZ EwmT PRU,I. F. 40R_ B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE I BY BergerABAM II' �•,� IIII III �. Nr y � �! •�7 AmIlI► i Washington State Deparhnent of Transportation }I. dlil I � /�'j/f f1111 RESUBMITTED JAN 2 62010 w z • • '" CITYtOF FEDERAL WAY 8U1 • • [ • S � NG DEPT p 60 10D SCALE IN FEET Plot 1 I-5 I" iw M SR 161/SR 18 SP7 INTERCHANGE IMPROVEMENTS 2 SITE PREPARATION SHEM MELTS s S. 28. T. 21 N. R. 4E. W.M. C5• SP15 fi � NS-03 ShOFA r r i NSAS .YO7 sw 214492 vJ (7aT•Rry ,,� ,�� /fir �® rr NEST m.ua i r • '�% • � • �: •" IIF3fONHG AATNT LINE 9%STWS CATCH BASIN TO RETRAIN E SN� lljo& �L 1 �'N I• x -' X x DUSTING FENCE iNS9 ' L. •. •. r i .!I r f -• •. i► AND C ToApoNAHY CONSTRUCTION DUSTING ° P `%~•...,f `ff . •• • •~_ . 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Y. 9EE DTASS FOR STATIONS M1L OFFEIS OF D'9�15 TO BE REMOVED. PILE NAME Q. ODiD nlSPao2.rf BergerABAM wn FswT . UP Washington State Department of Transportation I'5 SR 161ISR 18 INTERCHANGE IMPROVEMENTS SP2 TIME 12:18:56 PM _ �" 'T'R FED.AID PROJ.NO. DATE 11/22009 �o As PLOTTED BY joe.WiAnp 297 1 108 DESIGNED BY S. LAWRENCE '°' "'"'°®' 09A802 ENTERED BY N. VU CHECKM BY J. JIM NEZ C0N' La"T"N 1m SITE PREPARATION PROJ.ENGR. B.NEBBITT REGIONAL ADM. C. STONE REVISION -- DATE BY STM PREPARATION R M TEMPORARY S. 28. T. 21 N. R. 4E. W.M. S. 21. T. 21 N. R. 4E. W.M. T. FOR TD TEMPORARY EROSION AND HEOI VAT CONTROL CONTROL 1 FOR SILT FENCE, CHECK DAMS AND OTHER WATER POLLUTION CONTROL 2. DEVICES. TO THE EXISTING U11U Y KARS (U) PLANS FOR THE LOCATION OF E)GSTING UTILITIES ONSITE 3. REFER YO THE DFNLNAGE PLAIT' (OI:)AND STRUCTURE NOTES FOR T5 RE1,0VAL OF S12=NG OTLVNACE STRUCTURES . ` 4. REFER TU THE SIGNING PLANS ((SN)FOR SIGN REMOVAL I 6, SEE EMMONMENTAL COMPLU¢iCE PLANS IECPI FOR THE LOCATION OF HIGH VISOSILRY FENCING. S. REFER TO THE U NATION PLANS PQ FOR ILLUMINATION �R S „w fI.I//IAi'•. I ✓J�•• jf1 • 7. REMITEM 0 '.SEE THE THE LUMP SLAM AND VE ORBS ASPROVISION "REMOVAL OF OBSTRUCTIONS.1 • • • • • • • • 'STRUCTUR 41 `lAND • ,' •; :. •.• • I S. SAWCUT UPNE TO BE LOCATED 1 FOOT INSIDE BUSTING EDGE OF PAVEMENT UNLESS OTHERIMSE NOTED. it C I oil B. SEE OTABS FOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED. COHSTALL'TION pl-T t 0 _ tt • OPN. EASEMENT ❑ 1151 �t��r4 '' CONSTid1GTkON — 0y16A MNiO� IC '7 � �a ':o •— EMENT .. ••:.'- �.Y:•' ;�—.,.` WETIAND D ,p/�,1er: ortrN vinY— ❑ ►n" Ty"' \ \ 'ti� T I P�RaECTtDN V'ST m .�: • • O ;F•,�Ul• 6 _ �1�,.- MITS OF CLEARING �j. l . _ - ;. • ' .•,� •^lx,..a 0 `"'•Y 00}TY1T� n RAND CMARULMAN LINE ONO AT (M*-- �X',•.Tirr .i ' —jrr, � -. •rx•�"� 'T-' •':'CIS-?F=::: Yr yR- N ��••�� ice• 14yQ .e r- ztt i� ter• ''v . a . rqp pCd�j T,.. 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ENGR. = = = = = - E%IST410 CULVERT . 3r — E WI NG STORM SEVER LINE —CHW— ORDINARY HIGH VVATER L.Il��Spj III 0016A STREAM NAME ......•.• INERANA MR10AnON BUFFER • • . • • STREAM Yn1GATION BUFFER MOOT MGHT-OF-VWY LIMITED ACCESS ( ORe Dummy TABULATION CODE OR P-WOVAL OF MIAIICTJAE AND OBSTRUCTION (SEE NOTE T) REGIONAL ADM. C. STONE 1 REVISION I DATE I BY t k k� N 2 62010 D Bo 11 SCALE N FEET A I, _J_ BUILDING DEPT.'' PIat 1 ICmN RAi[ FED.AID PROINO. AdWkL 1-6 P1AX � M0 10 As j or SR 161/SR 18 SP3 INTERCHANGE IMPROVEMENTS 09A802 Washington State 298 OF CoNTRACI Ma L=TON MR BergerABAM Department of Transportation 1108 SITE PREPARATION IY�iI S ■ L 1 ■ 1 ■ L 1 N . R. 4G ■ W.M. MATCH LW SEE 4SHEET SP6 4E A9B+75�TCH SSE � � I � •�Y 2U+jp 4 I , , i 1 1 ' I 1 i j f i •, - i 1 , �y 1 I 'Q •�'•'• i•• F70 �G1LVEsrr + + 1 TO - I'ly �••R •' RE?IOI�E PLANT LINE I i I I I ; 9T—•� �`�' L a • ti i t- I 1' ti .{ -I' m �� 'Y.•• r'r' I 1 I. 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PAVEMENT Q rEREMOVING CEMENT COW -PAVEMENT T CLEARING AND GRUBBING �• `,S _'- I i 111 19 REMOVNG CEMENT CONC SMEWALK ST PLANING BITUMINOUS PAVEMENT 9A /.._0 ti•' `tea_ •'0 i EXISTING "iC' ; I ; Ir }/ vev=" STINO CULVERT UM PREPARATION NOTES:�� - r ' }/' - ST— , EXISTING STORM SEWER LINE O YNIGH WATER1. REFER TO TBAPORARY EROMMON AND SFDMaNT CONTROL (EC) PLANS ./ r —. I D FOR SILT FENCE,CNECK DAyIS AND OTNFR WATER POLLUTION CONTROL •i O� T e 1 r I I T /, /' r 2 REFER TO THE EXISTING UTO.TTY PIAN9 (UT) PLANS FOR THE LOCATION • D y1 OF EXISTING ING UTILITIES ONSTE J ST r°' I I I I I i I I I ; r •I' � ; S. R..r= TO ThE DTUUHI WE ALANS (DRR) ANO STRUCTURE NOTES FOR • t - , ` , � / REMOVAL OF EGSTNO DRAJNAGE STRUCTURE . WNL PL R .. ° :-++ ->< • • MITlOIITIDIi-9UFFTR 4. RrTER TO THE SWWM PLANS (E++)FOR SIGN REMOVAL •,• i _ . •' �• I i ' RIG -0FVYAY LL SEE MWtOWENTAL COIPLJANCE PLANS (ECP) FOR THE LOCATION OF MH YZIBILTTY Ff31GN0. ti $I Sf �„ I I I I I �! I I I I 4; '.2 ,1r/. / • Y f +AC £m 0. RFFT R TO THE R UMKATION PLANS TILT FOR ILLLIIINAMON REMOVAL , 31 •• : •. F .•: • I I 1 /- rT I i •• CIT QUAHRTY TABULATION CODE T. REUDVE AS PAWr OF THE LUMP SUN ITEM TRBAOVAL OF STRUCTURE + LW d91+84 LE 491+80 1 ) I AND OBSTRUCTprr. SEE THE BPEClAI. PROVISION 'REMOVAL OF • 1 i 1 STRUCTURES AND 089MCIICNSr MATCH LINE SEE SHEET SP3 0 60 C aF 9 RUFm1r}E & SAYVCUT UNE TO BE LDCATED 1 FOOT MSIOE FISTING EDGE OF H O S00 /''� PAVEMENT UNL :SS OTHER SE NOTED. r L' 1 � m �� I I1 j(I i I, r OOSTNII _ OfL..•, ) 0. SEE OTABS FOR STATIONS AND OFFETS OF TEATS TO BE REMOVED. Po �J 1 L I r Y aTf FILE NAME GLLSaa1N.L2D041FAPVY!'-URa841CApLLlp nL4PO6{. Plot 1 T[ME 12A9:9A PM ' ' FEDAID PROJ.NO. AML 1-5 "A" mr M° PATE 11mmm 10 AS j SR 161/SR 18 SP4 PLOTTED BY am.wAing ■ arlsIaNED BY S.LAWR£NICE INTERCHANGE IMPROVEMENTS ENM'M er N,YU 09A802 Washington State 2 COF HECKED BY J.JIM U=TILN "° BergerABAM Depar6nent of Transportation 1108 PRO.T. ENOR. S. NEBBiTT „r SITE PREPARATION ONrzRe F[FGL um ADEA. C. STONE REVISION DATE BY w w In m fnSTING - UU0 - SOO --•v CATCH - ASINS TO REMAIN - - LLJ _ CJ — — — — — — — — — — i=-=I='S,I==1ST''�I- -I N SITE PREPARATION NOTES: 1 REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC) PLANS FOR SILT FENCE,CHECK DAMS AND OTHER WATER POLLUTION CONTROL DEVICES. 2 REFER TO THE EXISTING UTILITY PLANS (UT) PLANS FOR THE LOCATION OF EXISTING UTILITIES ONsgT- 3 REFER TO THE DRAINAGE PLANS (DR)AND STRUCTURE NOTES FOR REMOVAL OF EXSTING DRAINAGE STRUCTURES . 4 REFER TO THE SIGNING PLANS (SN) FOR SIGN REMOVAL 0-SGH EXISTING CULVERT TO REMAIN I I 37 1 �• 1 1 no REMOVING a SEE ENVIRONMENTAL COMPLIANCE PLANS (ECF)FOR THE LOCATION OF HIGH VISIBILITY FENCING. 6. REFER TO THE ILLUMINATION PLANS (IL] FOR ILLUMINATION REMOVAL 7 REMOVE AS PART OF THE LUMP SUM ITEM 'REMOVAL OF STRUCTURE: AND OBSTRUCTION' SEE THE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS" S. SAWCUT LINE TO BE LOCATED • FOOT INSIDE EXISTING EDGE OF PAVEMENT UNLESS OTHEIRMSE NOTED- 9, SEE OTABS FOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED. 10 REFER TD WATER MAIN t0l) PLANS FOR ADDITIONAL QUANTITIES 1 SP10 ISEE HEET SIP D ' _ — i ��,'F--vf s .•_�� \ a y S. 21. T. 21 N. R. 4E. W.M. 17 - ` 1 1 p Y ! 11.� \ ' \ `C r_L 1— ,•'' EXSTING CULVERTS - '1 w a ^, y\"$' '^ •/'' 1 ���jjj TO REMAIN �jce 001 ' LEGEND -X- -X- EXISTING FENCING - - EXISTING CULVERT -I- -I- - EXISTING BEAM GUARDRAIL - ST - EXISTING STORM SEWER LINE EXISTING PRECAST CONCRETE BARRIER —OHW- ORDINARY HIGH WATER ilj/ 1 WETLAND - CUT - FILL- LIMIT OF CUT OR FILL -lj� - - - - 0016A STREAM NAME �(�� EXISTING BRUSH LINE ----- . WETLAND BUFFER — SAW — SAWCUT LINE STREAM BUFFER — CG — LIMITS OF CLEARING AND GRUBBING REMOVING ASPHALT CONIC PAVEMENT WSDOT RIGHT-OF-WAY LIMITED ACCESS -'-_---_�---------^_--.^. REMOVING CEMENT CONIC. PAVEMENT s 1 � OR QUANTITY TABULATION CODE CLEARING AND GRUBBING tiJ�� F R I REMOVAL OF STRUCTURE AND OBSTRUCTION ',�.'.�... •', REMOVING CEMENT CONIC SIDEWALK �! (SEE NOTE 7) PLANING BITUMINOUS PAVEMENT ,,obi' •1;' y 5 1 y p. 1 • !;`f I:- -°� , r WETLAND T •-C,'�f ��.t '\�; '' 11_3-•. 7�/_ ilw�� I� ~' J op - .'►. `'•-_ -�.f = • -r 1 3 \ ..t _ _ .'� _ -: f - . \ •• WETLAND O a_ I ,( a E1M1I-0i xS+BB.a r� _}. BEGIN ►�!! -- '� L .•� t L REMOVING PRINT LINE WETLAND O v' ' ` ' I •� : {II 'nl' r REMOVING PLASTIC LINE - ',-�� 'i .. �•� , • • ...... ... EMSTI G CULVEHFS I I ! , � '- 4, �' �'•� TO REMAIN Ta rc ' E i ` • `,'`. ' • . .-$f{-{1 h1��- +['16 '•'RiwMOYI G PLASTI�LiAIE. , 1 �\•r EXISTING GUARDRAIL � �a I � F�1b5�ING. PAINT LNE 10 _ :� �}+-�-[\ SEE ROTE aEND -'�y i�yyJiYJ/y�' ,•�=� ` .� , ii (36 LT1 ' � a REMOVING PAINT Llw � ;t i' -y - •. � 7� _ J, u C7 ' ' ip P • ; ss SEE NOTE S (I ;_.rY • .- .� - �. �/�./� LW 506•04.6 0_ ! tQ � ` 'ci Ay.. 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REMOVE A4 PART OF AND OBSTRUCTKIH' SEE THE SPECIAL PROVISION `REMOVAL OF FILE NAME Q.%Seatda%20041FAPVYT#0CA ADDW n%SP006.d n TIME 12:19:42 PM ,,0 ' FEDAUD PROJ.NO. DATE lirm009 10 AS PLOTTED BY Jake.leMn0 DESIGNED BY S. LAWRENCE OSA802 ENTERED BY N. Vu CHECKED BY J. JIM NEZ COM1A'6fO 'M•71°" ND' PROD_ENGR B.NEBBnT REGIONAL ADM. C. STONE REVISION DATE BY LEGEND -x -"LC— DUSTMO FENCING •I— —t— • DUSTMG BEAM OUARORAL -. EXISTING PRECAST CONCRETE BARRIER uwT OF CUT OR FILL EXISTING BRUSH LANE —SAKI— SNWWCUT LINE —L^@— LIMITS OF CLEARING AND GRUBBING REMOVING ASPHALT CONGPAVEMENT REMOVING CEMENT CONC.PAVEMENT CLEMNG AND GRUBBING REMOVING CEMENT CONC SIDEWALK ® PLANING BITUMINOUS PAVEMENT ECUSTING CULVERT . ST — • EXITING STORM SEINER LINE —OHW— ORDINARY HIGH WATER ' =_=s' WERAND 0016A STREAM NAME ......... V&-n AND IATIGATION BUFFER . . . . . STFEAM MITIGATION BUFFER MSDOT RlG r-OFWAY // ,77"/ LIMITED ACCESS OUR QUANTITY TABULATION CODE .--. R.. 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STONE REVISION DATE layl BergerABAM a AIIIIIIIIII► 'I_ Washington State Department of Transportation RESUBMITTED JAN 2 6 20100 ' '°° S' FEET l- FEDERAL � BUILD"G r-WAY ',PT �I°II SP7 i SR 1611SR 8 INTERCHANGE IMPROVEMENTS 302 OF SITE PREPARATION 110 10 LEGEND SITE PREPARATION NOTES: -X- -X- EIOSIING FENCING = - - . _ EDSTING CULVERT EROSION AND SEDENT CONTROL (EC) PLANS 1. REFER TO TEAAPORARY ESEDIMENT -I- -I- . EXISTING BEAM GUARDRAIL - ST - • MOWING STURM SEWER LIKE FOR SILT FENCE CHECK DAMS AND OTHER WATER POLLUTION CONTROL ETaSITNG PRECAST CONCRETE BARRIER —OHW - ORDINARY NGH VATER T-•7 =L WETLAND I REFER TO THE oasnNG UTILITY PLANS (UT) PLANS FOR THE LOCATION - CUT- FLL- LIMIT OF CUT OR FILL - OF EXISTING LMUTES ONSTTE. 0018A STREAM NAME e. REFER TO THE DRAINAGE PLANS MR)AND SRUIC7URE NOTES FOR oaffnNLT WWSH LINE E STRUCTURES . REMOVAL OF E1amw DRAINAGPLAP MM FOR SIGN REMOVAL —BMW — LI LINE VAXIT • • . • • • • .. 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JIHI NEZ CONTR=r x Io Im .a B�rgf PROJ. ENCiR• 9. NE$B1TT REGlpHAt LAM. C. STaHE REViSIOdi DATE 6Y SITE PREPARATION NOTES.` 1. REFER TO TEMPORARY EROSION AND SEDNETTT CONTROL M0 PLANS FOR SILT FE?ICE, CHECK DAMS AND OTHER WATER POLLUTION CONTROL EVICSSL 2 OREF� TO THE DUSTING UnUTY PLANS (UT) PLANS FOR THE LOCATION OF F)U5ro UTOLRIEB ONSTTE a. REEIIL TO 774E ORAINAGB PLANS LIX4 ANTI STRUCTURE NOTES FOR REMOVAL OF Ef7STBI0 ORNNAGE SiiiUCTTRIEEt 4. REFER TO THE S*NRIG PLANS �W FOR SIGN REMOVAL a. SEE ENVGLONMENTAL COR✓IPLII L= PLANS MCA) FOR THE LOCATION OF WON VIS%WW FENGNQ. C REFER TO THE LLi1AWATOQN PLANS [7.1 FOR ILI•ULBHA i1CN REMOVAL 7. PEIA4VE AS PART OF IHE LUMP BUM — •REMOVAL QF STRUCTURE AND OBSTRUCTION•.SIEE THE SPECNL PROMION •REMOVAL OF MPOE" AND OBSTRUC TON',..- B. LINE TLT BE WCATED 1 FOOT INSIDE EXISTING EDGE OF PAVEMEWT LRA --55 OTIiE�SE NO713D. B. SEE QTAE5 FOR STATKNS AND OFFETS OF ITEMS TO BE REMOVED. REMOVING PLASnC LINE RE',IOVTNG RAISED PAVEMENT MARIO:RS RESUBMITTED JAN 2 62010 CITY OF FEDERAL 100 BUILDING DEPT. SCALE IN FEET PIQI 1 SR 161/SR 18 SP9 INTERCHANGE IMPROVEMENTS SHIST Washington State 3!1 Tt�BAM Department of Transportation SITE PREPARATION IIHEM 1108 c.n rarrur .ox S. 20. T. 21 N. R. 4E. W.M. S. 21. T. 21 N. R. 4E. W.M. BEGIN CONSTRUCTION SR 18 SR 18 RW 12+71.67= EW-01 10+00.00 (18.70' RT)= WE-01 10+01.01 (17.37' LT) ISITE PREPARATION NOTES: 1 I 1. REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC) PLANS FOR SILT FENCE,CHECK DAMS AND OTHER WATER POLLUTION CONTROL DEVICES. 2 REFER TO THE EXISTING UTILITY PLANS (UT) PLANS FOR THE LOCATION t OF EXISTING UTILITIES ONSITE 3. REFER TO THE DRAINAGE PLANS (DR)AND STRUCTURE NOTES FOR I REMOVAL OF EXISTING DRAINAGE STRUCTURES . 4. REFER TO THE SIGNING PLANS (SN) FOR SIGN REMOVAL 5. SEE ENVIRONMENTAL COMPLIANCE PLANS (ECP)FOR THE LOCATION OF HIGH VISIBILITY FENCING 6. REFER TO THE ILLUMINATION PLANS (IL) FOR ItAUI/.IN XCW REMOVAL. 7. REMOVE AS PART OF THE LUMP SUM ITEM "REMOVAL OF STRUCTURE e I AND OBSTRUCTION". SEE THE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS." B- SAWCUT LINE TO BE LOCATED 1 FOOT INSIDE EXISTING EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ,1 9- SEE QTABS FOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED 1D REFER TO WATER MAIN (U) PLANS FOR ADDITIONAL QUANTITIES- ;It 1 , it 5�1 I 11 1 I II II 1 flFdd VWG 1E �ii 1• 1 �1 jbll i r;; T 22 8 2 LEGEND -X- -X- EXISTING FENCING • - ° - = EXISTING CULVERT -I- -I- EXISTING BEAM GUARDRAIL - ST - EXISTING STORM SEWER LINE EXISTING PRECAST CONCRETE BARRIER —OHW - ORDINARY HIGH WATER `=' -,11 wETLAND - CUT- FILL- LIMIT OF CUT OR FILL - 0016A STREAM NAME -V---V— EXISTING BRUSH LINE • • • • • • • • • WETLAND BUFFER — SAW — SAWCUT LINE , . . . . STREAM BUFFER CG LIMITS OF CLEARING AND GRUBBING REMOVING ASPHALT CONC. 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STONE REVISION DATE BY 0) BergerABAM 7f/rrrr, -- . 8wz - - 15 R __---- - g_m m SR 18 ++sae ---- is r� � - v� �~ - - - - cn rr��Tp 2 15 r_ -- --- o—m 30-----'--•• ••_•-• _,-rr+�� ---- -` SA 26 JSAYJr:�r`SAw- cy) CVT CUB' Ln - 4 ` ; - CUT 12 ¢yo4 � F CUT P-E STAMP BOX DATE -too ` -gyp• _ '`��' - •,ti �_{ �tictiti LIMITS OF CLEARING AND GRUBBING AT RNV LINE-W Awlk w// Washington State Department of Transportation U61TTED MAR; 0 3 2010 0 so 100 cn.v nt mor OF FEDERAL WAY Plot 1 1-5 PLAN REF NO SR 161/SR 18 SP10 INTERCHANGE IMPROVEMENTS SHEET 333 OF SITE PREPARATION 1s 1s i LEGEND _X- -X-. EXWNG FENCING ST - E]fISTI+G CULVERT LDBSRNG STORM SEWER LINE S. 21. T. 21 N. R. 4E. V11 e -I- BEAW CLIA -I- . EAIyj1Hf. 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STiiU.iVRf3 . �,�y �./ A� a 1 6 Me L,J 4 S REAR L F E OIWNME PLANS Fi AId3 STRUOIUR£ P.a,m+r REiLOYAL pr PUSTINO ORNNAGE - _.. TILL IWAIG W�.� - - � tRATe TWE 12:20:36 PM DATE 'IMPA0B 10 AS pL.OTT'ED BY jake.WMn DEsmm BY S. LAWRENCE ElRERED BY N. VU 09A8D2 &Wc- so BY J. JkM NEB W-D . ENGR B. NEBBITT RFORINAL AnM. C. STONE REVISION I DAYS OY FED.AID PR0J.N0. ,^^•TMNL No. BergerABAM r-� 4B. 9VrlO1MNN REMOVAL (ECP) FOR THE LOCATION OF RVT VlTO THE 3KJ QM WT. 2 62010 a REFER TO IILE y I.LBIIXATiON PLANS pL7 FOR IlL1JM1NATION RFaidL itl 7. REWNE AS PART OF THE L1P'P SUM ITEM YrF1 AL OF 8TW)e'rLMi AND OBS'RLUCTIOW. BEE THE SPECIAL PRMSION 'RE=VAL OF STR1ICRIRES ANO 08STRUCTIONS•' TO SE tOCATEA I FOOT fX510E ERis� EDGE PAVEMENT UNLESS OTM AVASE NOT EZ- Zl . F E D E RA L yj;sEALF IM mu B.� OTASS FOR STATIONS AND OFFM OF MWS I L D I N G DEPT. Plot 1 FLAN REF No Jj// SR 161/SR 18 SP11 Washington Stale INTERCHANGE IMPROVEMENTS s OF Departrnent of Transportation SITE PREPARATION WIM LEGEND -% -K- • OOSTNG FENCING = _ _ _ _ = EXISTING CULVEIT' -I- -I- ETUSRNG BEAM GUARDRAIL - ST - - EXdST1h'3 670AM SLWER LANE EXISTING PRECAST CONCRETE BAF6MER —OHW- ORDINARY HIGH WAl13R L7 wEnµD - CUT- FLL- LIMIT OF CUT OR RILL 0016A STREAM NAME —'-r— EXISTING BRUSH LINE .... •. • • • WE'nAND MITIGATION BUFFER — SAW — SAVVCLIT LINE MITIGATION N BUFFER —CO— LIMITS OF CLEARING AND GRUBBING REMOVING ASPHALT CONG PAVEMENT WDOSTREAM RICCESS AV urmED AecEse LIMITED z 3 x REMOVING CEMENT LONG PAVEMENT OORe aummN TABULATION CODE .•',�''..-•, CLEARING AND GRUBBING REMDvAL OF STRUICTURE ORSTlRQTS .IC710N REIGNING CEMENT CONC SIDEWALK [SfE RPTE 7) ($E: ® PLANING BITUMINOUS PAVEMENT my�'r 1 b = Qu RLt ' rvaDSTB •y r =, LL m m���. �.� m y _ __ EDITING CATCH N1681 TO REMAIN -a - Sv m q $b------ y SOLE. • ' s. - . , Ste• •'..•••.- AN •�.• '-•fit•'. g7' •^•F:Sr;� 8i.— MT ^-.$T.^,,:•.S1,? .�lNs• ' S. 21. T. 21 N. R. 4E. WA LIMITS OF CLEARING AND GRUBBING AT LINE B Rw WETLAND N it B1,!' ;TU iIEAAVN - - y. -.1rr m EIBTING CATCH ' BASIN TO RENAN ......�a� Ott -- CJP- ---- -----• ----------- - ............ --•------- ..»-.- `STD cm sr ST' � 17E'TLAND H ... .. `may Cr �� I f ! �1 SITE PREPARATION NOTES` + ■ 1. REFER TO TEMPORARY EROSION AND $CDWEYT CCNTROL (EC) PLANS NvN !' FOR SILT FENCE, CHECK DIWS AND OT'FF :a WATF_R POLLUTION CONTROL Z F4EFM To THE EXISTING UTILITY PLANS PM PLANS FOR THE LOCATION 1 OF FROSTING UITLITIEB ONSRE ,1 L REFER TO THE CRAINA4K PLANS PRAND STRUCTURE HATES FOR BTRUCfURES \\ REMOVAL OF E7=S Ei DNAYNGE . \\ l REFER TO THE SIGNING PLANS (SHB FOR 81ON REMOVAL FOR THE LOCATION OF \1\ L SEE Er VI IOHNE� L NTF COMPLIANCE PLANS (ECG L RN:FER TO THE RUUMSNATON PLANS SI.] POR ILLUMINATION ft=YOVAL 7. REMOVE AS PART OF THE UAIP SUM 'REMOVAL 'REMOVAL OF STRUCTURE I I AND CWMUCitOK`, SEE TILE SPECIAL PRONSfON 'PF3AOVAL [1F STRUCTURES AND OBSTRUCTIONS' L SAWCUT LANE TO BE LOCATED 1 FOOT INSIDE EXISTING EDGE OF - 11 ' PAVARENT LLNLESS OTHESWSE NOTED. 0. SEE GTASS TOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED. FILE KAME mlSmAm8120041FAFwT-0a-084lCADD0 nL3P0T2d n TLYE 12:20:A7 PM .uT+e AS FED.AIl7 PRIOAN0. aATE 11121Z00f1 10 PLOTTED BY 3w DESIGNED 13Y S. LAWRENCE 20' 09A802 ENTERED BY N. vu CiiECi4?o BY J. JIMENEZ I cox,nAar XM ,.,`.TnN NM. pROi. EHQR B. NE881TT REGIONAL ADM. C. STONE i RATE BY �w„C•��' •L s�_ +-A'� wr•�r.3F�ii Y � 'i ,S -_ .�.UT ��r �� h1 IE = 55�:—: -• - -- - - —- - - •-�-- ---- -�'-- -" w -- -�---------------_4 i .- -__� •4__•._-- — -r_ - - --- o v RL#10VF1O PLRSITC LINE ° «__�... �++�•••••.••..•. •t.w..s--u.,..�.,yY REMOVM RAMED PAVEMEK MARKERS vuETLaND G _\ •f AFRAID F Y- yY N >w / Ay iy' fir. r►► �2UBMlTTED / 4 i Y JAB 2 6 2010 CITY OF FFDEF3 BUILDING DD ` 1$GALE IN FCET Plat 1 I-5 NMt Iw No SR 1611SR 18 SP12 TWO INTERCHANGE IMPROVEMENTS IHM Washington State 307 BergerABAM Department of Transportation — i108 SITE PREPARATION .>zt. 511E PREPARATION NOTES: 1. REFER TO TEMPORARY EROSION AND SEUMENT CONTROL (EQ PANS FOR SILT FENCE,CFECK DAMS AND OTHER LATER POLLUTION CONTROL Z REFER TO THE EOsnNG URLIT- PLANS (UT) PLANS FOR THE LOCATION OF EXISTING UTILITIES ONSITE A REFER TO THE DNAHAGE PAWS lOR} b-IRUCTURE NOTES FOR REMOVAL CF)cszTNG DRNN�-CaE MOVES. . 4. REFER TO THE SNINING PLANS (SN) FOR SIGN REMOVAL 6 SEE ENNROKWE:TAL COMPLIANCE PANS (EC% FOR THE LOCATION OF HOH VISMFU7Y FENCING- S. REFER TO THE LW4TNATION PANS pL1 FOR ALU-LUNATION RiEMOVAL- 7. REMOVE AS PART OF THE LUMP SLIT ITEM 'REMOVAL OF 5TFXC URP MO OSSTRUC 0r,SEE THE SPECIAL PROLASRON 'REMOVAL OF STRUCTURES AND OBSFRT3CTTCNW S. SAVSCUT LINE TO BE LOCATED 1 FOOT NUDE E)WnNG EDGE OF PAVEN E}TT V!Yt 4M OTHUrAS'E NOTED. IL SEE VAA3 FOR STATIONS AND OFFETS OF REMS TO BE REMOVED_ 1• . S. 21. T. 21 N. R. 4E. W.M. WETLAND K�'-' �-fir►may el- cLrr . . dw E7GSE'ING MNSIOLE L y CN - F)DSRNG •MAiiHOIE - bt34'FIILG. LRANNOIF : TD •RF7MAIN• !- - _ ^���' � TO • pEMATN ' .. ' 7D Rf}V:IN, f' r•- y� :STE&fll .LO[E' q x 1 �. m •✓� --- / . ♦ r 110c: vuETRALm 9 q �ND115nNG -- ------------- MANHOLE —EUSNG CATCH TO REMAJ.4 (AKN TO REMAIN 7M"I7- - - S. 22. T. 21 NO R. 4E. W.M. �!r• // $ -ST- sr_ -ST--ST----ST-�.: •t ST It, — — — — T— -- -- yr N __ _— �� _ _ — — --- ----------- -- ------ - -- J _. __'-_•__•_--_--_•_-�- _-- � --_.- - _ _ RFAI NG COHR BARRIr1i _ __- b-----��— ---- ----- - --- -- -- _ _ - - - • y B r _ l�r N m�-Si--ST-_ST_-ST__ST-�. ST--ST--ST--ST--ST- ,.•• I+•. -.- _ _ _ N VIETLANO F .� - `�I• S}/�/ / �/ LEGEND =====_ EJOSTNG CULCULVERT•. ��.� '` • • f -X- -X- EXISTNG PEKNG -I- -I- - EXISTIO BEAM GUARDRAIL - ST - EOSTING STORM SEWER LINE ........ `\ 1 ••� : f /// Ij / ►� - Dus•RNG PRECAST COHCR_FTE RARRTER T-OHW TN{DNPAY HIGH WATER1�• •t! ,• �, ..� _� �- - CUT - FILL - LAST OF CUT OR FU - WETLAND ! °� / .�� _ .•'r l •a -- f. f"` 'Q' - � - ExIISTI+G BRUSH LDS -SAW- sA•r�;trr LNE QD'.SA STREWIETLATd NAME ......... vrET1lND Mrrx.AnoN BUFFET . . . STREAM MITIGATION BUFFER `•fr•/,(/ T _ _ ! . • •+• •- —CQ— UNITS OF CLEARING AND GRUBBING VJSDOT RIGHTOF-WAY _� • REMOVING ASPHALT CONC. PAVEMENT LIMITED ACCESS A.y: .d! �' .'-�� ` I .-� e 3 z as s REMOVING CEMENT COM PAVEMENT � ,;e�I]A�AWXTRTT iA.$lLA •••`%i TRON CODE WEI" AND E • + / / , L ITN. •1 f/ _-. r' CLEARING AM GRUBBING RSwVAL OF STRUCTURE R SON IN A� � • � v T ! - ./ r• z ,,f _� - I, i `� � �:.•-- •': ' ": } ® RBIOVINO CEMENTCONC SIDEWALK PLANING BTTWIINOUS PAVEMENT JAB - BUILDING DliPT. so 100 SCALE IN FEET FILE NAME Q;%SmWQUOO41FAF'YVF-04-D641CA130 n1SPOU.d n TLME i2:20:67 PM '°K ""'x FED.AID PROJ.NO. DATE 1it2=09 10 AS PLOTTED BY 1QW0.WAdRQ DESIGNED BY S. LAWRENCE OSA802 ENTERED BY N. v'u CNECKED BY J. JIM NEZ caNTNAi r Na svc.TTon Na PROJ. SNGR S. NESBITT' REGIONAL ADM C. STONE PEVISM DATE BY BergerABAM Amok •/w Washington State Department of Transportation Plot 1 1-5 FAN W No SR 161/SR 18 SP13 INTERCHANGE IMPROVEMENTS 3 SITE PREPARATION 9108 10 S. 22. T. 21 N. R. 4E. W.M. 06 V V. - al 3y i cM RL-MOVING PATRNT LIH � REiMOVIHGO IL1VSm PAVEMENT LWIRIff.NR? REMOVNG RAND PAVEMENT MARKERS 2 __ ---- �1---- s-------- _----- ._ ��— - -ems•- - -__-_--�__-�w-� v� ---- - ----------_--------_--W—�— _------------- --^CtHe -------- - —. - ..-. .. ---- - - ----------80 -------- mob- -- �-W01 SR i8-- -� - =--_80 -,�� -_--_-------------- _ - -- - ~-----~~~-��---- -- ---- _i_ -�- ------------- m�b - `------ - -��-----�` -- --�,- ...—�,—`—• ^— J—�'�----~�~�_ -� - ------ - ----- --- ---- ---- -- --- --- -- --- END CONSTRUCTION r , -- `------ —�--- - - ------ 5R 18 l—��~--- --- ---- -- -- SR 18 RW 90+97.83= w EW 01 88+12.18 (14.90' RT)= WE-01 88+38.85 (24.47' LT) SITE PREPARATION NOTES: T. AEFER TO TEMPORARY EROSION AND SEDUEHT CONTROL RKi PLANS FOR SILT FENCE CNEOK ORMS PO OTVI WATER POLLM10H CONTROL 2 cm pnTO THE OOSTM UDUTY PLANS (LM PLANS FOR THE LOCATION OF E]OSTINO UTLmm ON9 3. REFE3R TD THE DMRAGE PLANS (DRI AND StRUCTLGRE NOTES FOR REMOVAL OF EXL7ITHD DRAINAGE 6TRUCTUTtES . M, REFER TO TTTE gGR@Np PLANS fBITI FOR $KIN REMOVAL i SEE EuvmONLENTLL CO&OWNCE FLANS fi CM FOR THE LOCATION OF H1G}S VISManY FENCINM & REFMI TD THE R 11 PIATIDN PLANS MIL% KR ILUUMWATION REMOVAL 7. RENOVE AS PINT OF TN2 LLRBP SUM ITEM WWOVAL OF STRUCTURE AND OBSIRLIC[RORr SEE EN SPECX PRAV&DN IR MOVAL OF $TRRXJ1= �S AND OBSTRUCIOH+' & SAWCUT kDNE TO BE LOCAT'1N 1 FOOT WAGE EXT$SSHO E70.E OF PAVEMENT UXLIMS OTLERMSE NOTED & SEE WASS FOR STATIONS NO OFFETS OF ITEMS TO BE REMOVED. LEGEND -x— —x— E7aSMG FENCING = _ _ _ = ° EXISTING CULVERT -I- -I- EaSTING BEAM GUARDRAIL • Sr - EUSTI RG STORM SENWER LLNE EOSTINO PRECAST CONCRETE BARRIER =0HW- ORDINARY MGM WATE.4 T .iv--ti�L WE'IT.ATID - CUT - FILL- LBMIT OF CUT OR FILL- 0016A STREAM NAME ��� ETaSTING BRUSH LINE . .. ... ... WETLAND mnmnoN BUFFER -SAW- S"VWT UNE STREAM MITIGATION BUFFER —CO— LIMITS OF CLEARING AND GRUSSINO IL� REMOVING ASPHALT CON-EM WSOOT ACCSS N/AY LIMITED ED ACCESS REMOVING CEMENT CONC. PAVEMENT O-e CVJANTITY TABULATION CODE CLEARING AND GRUBBING REMOVAL OF STRUCTURE RO AND OBSTRUCTION REMOVING CEMENT CONC SIDEWALK (SEE NOTE T) ® PLANING BITUMINOUS PAVEMENT FILE NAME C 1$aBlLk12f1641FAPWT-0R D665CAS]DRD m%SP014.d n TIME 12:M= PIN 'T"T` FEO.AID PROJ.NO. DATE 11I12" 10 tAs �� PLOTTED 6Y JW Berger-ABAN DESIGN 3 BY S. LAWRENCE JOc MIS` a BRED BY N. w CHECKED BY .1..i[6� a .D MD" �`` PROD. ENU g. MOM RE1310RAL ADM. C. STONE REVISION I DATE BY i sac Amok f// Washington State Department of Transportation RESUBMITTED so CITY OF FEDERAL WAY D SCALE IN FEET ,� F BUILDING DEPT. 1-5 SR 161/SR 18 INTERCHANGE IMPROVEMENTS SITE PREPARATION PAN MF to SP14 SHWT 390 1108 S. 29. T. 21 N. R. 4E. W.M. 11; S.z IT 28. T. 21 N. R. 4E. W.1111. ,� a1 I �! _ 35 �4530 - _ r, I! END CONSTRUCT10N SR 161 • �=���-- ���� ����-��c. �. �� III ,�I �,; SR- 161 RW 140+09.30= NS-03 31+86.60 (0.99 RT) Itu 1p1y�� ��� •�'a"�• +-^ Jay I O I LEGEND -X— —X— EUSTING FENCING _____= GUSTING CULVERT -I— —I— GUSTING BEAN GUARDRAIL -ST— EMS-nH0 S:GRY SE.kR LINE GUSTING PRECAST CONCRETE FIARRIER —ONW = ORDINARY HIGH WATER f �T WERE - CUT - FILL- LIMIT OF CUT OR FILL 0016A STREAM NAME DOSIWG BRUSH LIKE ......... WETLAND MITIGATION BUFFER SAW — SAW sAvrcvr MITE SAINCUNITS CO OF CLEARING AND DRUBBING STREAM MITGATION BUFFER REMOVING ASPHALT CONC. PAVEMENT ,,.,,.,,, W9OOT C AY uMITrt» ACCESS REMOVING CEMENT CONC.PAVETMENT OOR® . TABULATION CODE CLEARING AND GRUBBING OR REMOVAL OF STRU CT B E ANn OBSTRUCTION REMOVING CEMENT CONIC SIDEVWLLIC PEE NOTE 7) ® PLANING BITUMINOUS PAVEMENT FRE NAIVE ikLgsYU1B12O1 TIME i2:H*18 PM DATE 111r4m 09 PLOTTED BY J"WoiringL DESIGNED BY S.LAYYRE ENTERED BY N.Vf1 CHECXED BY J. JIM NE PROD. ENGR. B. NE88r REGIONAL ADIN. C. STONE REVISION SITE PREPARATWN NOTES T. REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC) PAWS FOR SILT FENCECHEg( DAMS AND OTHER WATER POLLUTION CONTROL DEVICAM 2 REFER TO THE rX=NG MSIY PAWS VLIT) BANS FOR THE LOCATION DI, MaSTINO UTLrn S MSTE S. REI: R TO THE DRNMAOE PLATES = STRUCTURE NOTES FOR PMWVNAAL OF flUSTONO DRABLAOE RES . /. REFER TO THE SLGRING PLANS [SNI FOT SLGN REMOVAL B. SEF EINAVIPLI ONVENTAL COMANCE PLANS (ECM FOR THE LOCATION OF IpOM VISIBILITY FEXCZRG. B. REFER TO THE [LLUMIINTIDN MANS OL]FON LLUMINATTOH FOkOVAL T. REMOVE AS PART OF THE LUMP SINA ITEM FE7AOVAL OF STRUCTURE AND ORMUanOW, SEE THE SPECIAL PROVISION -RDAOYAL OF STRII -TURFS AND OBSiRU0i$OH5.' L SHAICaATT U74E YO BE LOCATED T FOOT INSIDE EASING EDGE OF PAVENU:i'M UNLESS OTHERNA5E NOTED. B. S£E OTABS TOR STATIONS AND OFFETS OF TENS TO BE REMOVED. DATE L,.+D. NMATCH LINE SEE SHEE FEDJUD PROJ.NO. 10 AS 09A80 cwm= BergerABAM c'O O O I O AA II ' O O r O I) X )h X —x-- U RE UBMITTED N 2 6 2010 CAT �FE ERA�►n►nv. ; - DEPT*SCALE N FEET 00 i1ATCH LINE S 1-6 RAN CAP SR 161/SR 18 SP15 Washington State INTERCHANGE IMPROVEMENTS o Depar4Tent of Transportation 1108 SITE PREPARATION III SANDBAR DAM, TE$.iti. 12. A 17, A, IL G CREEK v . LANE � t S. 29. T. 21 N. R. 4E. W.M. I i ACCESS ROAD O FASEMENT ; 1 I S77!'Rr STAFF s 7OE TO RP14AIK -EX TOP 1 a Mwcrul eaveun DAMS l Y// 134 4aelFIW ,S` { �;. ' 7 _ —�� ``.�i.. f •.. :��` �^v � DO ]IA1nCyo. FE7rVH SIX TREES Pl k pR . • =� _ �' R:. t] iy �� i 414 _�,T!!, � _ -1: •.. _ •'�� .. �_ » "ME7ERl1t•NHY /�BTT• 1 •:SILL= -�2._ ' 1 _ i'y ,tlr... riL� _ �L..: ,Ut. • aIy_ • = .I.Lk: : •eta' Sf7$ • ::�GCi y CG �- I - dasrRG ;REEs � r ?. :`—`• E70.5T111a.:PiE 'IT r_ - Y '� ��ro REMAN 1 7MA -r�. •.ILIA: ,tfk.` :.deL •,yTO, RErS'yI ,.. SL. :..•llr:�.: -_ `. �� / I � EWMG TREE i • iG REVYR ETE7F r . _ . •1 -�, IO , N \ } TO REWN •�• • _ 1 -To, BEMLMN 1 E%iT1' NG POND '• r _ _ �•r : - r• • . 7. • i EXISTING TREE .: • _ I TO REMAIN•.:! : .. .. .. - .. .. all, *PMj all +�' ;�, 1 `p�r„�r Cew. f y A iY q,1 F E)=RG TREES 6 TO NgAAIN IAEILAND B /"//• MSTM TREES TO REMAIN ••Zr ,; -X— —X— —X —X— —X— —X— X �C••�,•, 7( x —X— —X— — x— —x— —X —x— —x— YADI PROPERTY LINE REMMq NG CKNIA LA F sE Pf+Y� MF 1. R M TO TEMPORARY ERO5*9 AND SEDWENr CONTROL (EC) PINTS FOR SILT F$LCE,. CHECK DAMS AMD OTHER WATER POLLIlT10N OONIROL GEVTCES. 2 LOCATION TO THE EXISRIRG UTUTT PLANS (UI) PLANS FOR THE LCCATpN Of DUSTING VD1TT]ES DNSITE A REFER 77 THE DRAINAGE PLANS ryry((��ASGr STRUCTURE NOTES FOR REMOVAL OF pISDNO ORARRAGE ST<tAIGTLNG.9 . 4. REFER TO TKE SIGNING PLANS WO FOR SIGN REMOVAL L SE£ BNIRONMENTAI CDNFLIAMCE PLANS (EM FOR THE LOCATION OF HIGH VF3191LRY FENCdNO. S, REFER TO THE ILLUkLKk BON PLANS (!L] FIXL I—WINATION REMOVAL 7. REMOVE AS PART OF THE LLYP SUM RG'DOJI OVAL OF SHRUCRIRE AND OBS[RLICTON'-1EE THE SPECIAL PROVL 08 'REMOVAL OF STRlICTURT:. AND OBSTRUCTIONS.' B. SAY.CUT LIKE TO BE LOCATED T FOOT INSIDE 01I6RNG EDGE OF PAVEMENT UNLESS OYHERMSE NOTED. SEE OTASS fOR STAnONS AID OFFETS OF ITW9 TO BE REMOVED. r 1D, TRTR z OOVER $ELEMENTSIN KmffAr OBE N ERE. REMOVED 11YY.1. BE RETAINED FOR It DAM O 79 R43141N BN PRACE UNTIL HYDROSEY•9LD • VEGETATION Ok4kCEKT TO TH8 NEW CHANNEL HAS BECOME ABLISHED • Q- ARSE TO BE PLACED AND REMOVED SY HAND. 5xMAVT3{T FS TO SE REMOVED FOl1AMWJ £STASU..... OF TWLEE NT NTDRQ�® VEGETATION ALONG NEW STREAM (MIN. 1TOIEE ilOHl}15 FRCI: DATE OF H'YOROSEIGO I. 14. DAY TO DE RImJAOVM PRIOR TO ISOLATION AND FWADVAL OF OVTFALL CULVERT. 15. AFTER IA vPJ[r�T'O EE KW CHANNEL PLACE SANDBAG DAMS iL CIRVETTT i9 TO GE P431DVID ANO THE RESULTWG TRDNCH SFVLLL Be BALTffILLEO WTH KATRAE IAA EI7A4 AND CCMfPACfFl7. 17. SEE TESL PLANS FOR SM Q DAY GIIANTr IES AiK1 CONSTRUCTION DETAILS. LEGEND -X— —X— • FASTING FENCING -1— —1— - EXIYTbFO BEAM OUAFJNkM:L — SUSTING PRECAST CONCRETE HAMER LINT OF CUT OR FILL —�� EXISTING BRIM WHE — SAW — SAWCUT LINE —CG— ULM OF CLEARING AND GRUBBING 1' REMOVING ASPHALT CONC.PAVEENT e_tx REUOVING CEMENT CONC.PAVEAENr CLEARING AND GRUBBING REMOVING CEMENT DONC SME1111LLK ® PLANING. BITUNNOUS PAVEMENT ti R® CANARY GRASS CONTROL ------ DOSTING CULVERT - ST — ' E90STING STORM SEWER LANE —OHW — ORDINARY HIGH WATER f,;i__7� --,I WETLAND 0019A STREAM NAPE ......... WETLAND MITIGATION BUFFER . . . . . STREAM NUTTGATION BUFFER N6DOT RIGHT-OF-WAY /.C/I/ II UNITED ACCESS O/ ORe OUANTI-re TABULATION CODE O REMOVAL OF STRUCTURE AND OSSTRUCTIM MEE NOTE r! RE JAN 2 62010 CITY OF FEDERAL W� � 40 BUILDING DEPT. SCALE IN FEET FILE NAME Q:LSBlCle12DOATFAPVYr-04OG41GAVU TUNE 12:21:29 PM 1%Lil'UT6.G n 'TAT` FEDJUD PROJ.NO. li� �f BergerABAM r. Tiruw .mc � � Washington State Department of Transportation 1-5 SR 1611SR 18 INTERCHANGE IMPROVEMENTS �"" I� SP16 DATE 1111r1°D9 10 AS PLOTTED BY k61LrvErIR �r or 1108 NOET. DESIGNED 9Y S. LAWRENCE 09A802 ENTERED BY NNU CHECKED BY J. JIIlA NEZ CONTRACT In 1OC1i10N N0 SITE PREPARATION PROD. ENGR. 9. NEBBITT xnlnuu AnLM (: RTffNF_ REVISION DATE $�^ 3 Yr•r I I .� �0 + .01 In •r N �. 0 ; .rrr I. � � / � r � I•I.I..If�11.�r� M {<� 600� �NA c rZo0 0;`� rk 4' C• c lC. NiAl�N ��_07, S�rYl ' Caron ` Ls 1840+68'-3 o�. c° 0 21219 LIMIT OF PCI- • KENNETt-1 C. HAVES ' SR 161 STA.12C SR ! S I •MP 34. LEGE ND. �3'1✓ AU`C[ FlC P,�[-l�N C�1Nt�lERSi-�tPS Lei+er 3.21-"17 Ill-f4--17 rtddcd tro55 re�rerence nc�e 1oSfel[c► Le}}er 2-2--t 1 2-2,5= 1 ti F��.r sea Rjvr! � L A aR L�•5�.1834� 4a fo Si�.1835-� 5� 93 Comrn.F�0.12-LS 1-Zy=iD tie12�r cenS�.L LSl1SOD�aL 1�34kdAy nags &� l t' �Ot Iv S-�i ` i= i2�ccar c1 �wti� r % V far t�arca aC3`i' 'os 1s Z-4( o'%Me L MOS. e S [u. l Bi'�I}$ Ca>»Res'�1aa3tifr,"t27 8-234,0 R/W L►A RZV. Lt. 5tci_ 1811-�00 to 5-ta- IS21+00- 1.D,C. 5-'ZO-Go 6- 1- 60 RIW eZ UA F QV- On L-•. St -a _ 18324-I.D to St•Q. 3837+5D 1.0-C. 4-ZI-60 -3-60 € t-a%',\ + m Ease-M-'Z 1 Add cal on R - 2 . • LF 1$32_to.0't -to 5�c Lwtt-ar S-+F-S9 $`4-S9 4 Zey% on R-r. S a. 1847.+Oot -ro S i13 49+oc er. 2- -59 7---L5-59 A ev��¢.d S1a I>rSZSt�Q 'ToS. ! 9+ i] on h - CtRS. No.7Gg 17.-.23-5 RIW L K&V. 0K Lt, Srici. IB] CsJD eta. 184O+oO PIKITHORVTY ❑A-rM SV8 GtUEWr ApPRor1AL. l_P_lr#e.t 2-'t -�a 3-lo_ TS Rev ked LIA on Rt. Sic. LE 1941 f 50 +o Siq- LE IS46+1D Le +e.r 6-5-81 1-18-82 Added +urnbml lines,re4in etishm�rs� nc,4-cs, de ,r�ci bctAnet'nryt -M5- Added Cot7ieA_ Permits ore Ric. 5��. LE FIB 43- CoS { -}o S#a,- U Lel+er 2-24-t' 1;3-T-$8 o,ced sew. L6 5845+❑S-� +z, sic,_ LE l$4Co-,5S; ; Noted C-c LE [640.400 cxr■d %,f L tB�G ti 5C}. to Ca. om R�1• Vic.- Added consfructlon permit on Rt. Sta. LE 1840+68.3 to LE 1845+26.63 art( Letter 6-31-94 1-30-95 to L�. 1848+90* Letter 6-16-95 18`-18c.95 Added Limit of Plan Letter 10-24-97 `. 10- 41-97- Revised SR 161 Cross Reference Note Letter. 11-17-98 : 12-23-98 Revised R/W and L/A on lit. Vicinity Stu. LE 1847+00 Deleted Ma'sntenastce Site I S�A�144 and added 5tormwater Ireciment Aced ao Rt. Sta Letter 5-20-04 IO-08-04 LE l849+00, Revised LIA an Rt. Sta. L� 1848+90± to LE 1849+O.p # _ - CL j.. - IL '.. 1 -CITY OF FED_E • ». - - ' c0 O 0 l 859 +50 AA LET V. CASS e L. \MA 0•� LT. ReMA I?T, ► � x La Q r- V ''�4 4 � yam• . . to Q. t• �g,5� �r84""� r�.1:Pcrs C70"1 '• (=Q 4M 1 "FZ" 1fa'dV0.p ' � �r74� ■� LANDSCAPE LEGEND f-Ip37� it OW NER5HI P5 ? _ _.. ... ... 4 ._. ... l......... ._ 4 .... ... ._ _ i_._....w...„.�.. _..—...... . f. _.. .. ... .. 1 ... { .:. i �..� ........,..j _.. � .r _ ...... E FF .,. 0i f .. .v..-..1.,.� .... - •..-.a. .... . n ...n.. .ln.. ,n•-i . r .. ^Ir - �' i�i•".., -rv�_, • t�� ,•� •f� o At ....... ........... ... i = i �/�' �� .�� Vl � ►ter vim° �S vwmw� wmw_�*.. Ro a ClTurn beck Line �- Frontage ��rvic� FOR, -RELINQU I S14ME NT TO COU'N SY c; z:tv6YED ro Co. 13y QCO N E ,�4 NW 1/4 S&C. 28 ` 21227 e 'ter 8-27-sco 0XR4 oln LT t tc i Added +iAmbaak line, rml ingU i5hrnent ndt+e E Line Letter 6-.5-81 1-11-B2 i-rFec��d , def-ine�d boundary _ M5-A--144 4 �xYCrz $''L- Zs-G -3-�G 8e~ay.� i .�ci ►ar►cxreas a . r�dcied. S 3_o,_ '— 4 I 8-.4-59. L/A Rey, on P_j. STa... 1$.494,10 'stll. Jg6o ( P/498Z L. :aa- 8-7.7- AVTHOR. l-rN Letter 6-16-94 Letter 6 a6-9t Letter 5-20-04 o h L't', S-N . 3 8 5 I 9-3- :$ AL16 4-AM?- L•iriaS Addad DATE 5UF3.SEQV 6NT APPRdYAL 6-24-94 Revised drainage easement and noted acquired, constructed and to he Matntalned 6 Lt. vicinity Sta. l$70+0.0 8-18-95 Addedparcel W5033; Added Match Line 10-08-04 Deleted Maintenance Site MS-A-144, added Stormwater Treatment Area and revised Lj I F iB4J+00 to LE 1653+01.8 ' ALL PLANS ARE15UB PARTIES 8EEKt14G A iNF f "TiON 5HOU i OFFICIAL PLAN QN F 0.. . _ ; .• F • - OF TRANPPORT4MO lot Y i ! .` i �• i i i .' •'. .. J a . .�+' •-1 �•.—. zwf �-Y,-+wMww'+4 v.--0sx+.0 , .-.-R L+{_..v..._wa.... = _..en.r.. - .-..:-.. - •,. .r.-+w.�.rw-w..:f�rrwrw�.M'•�ti •r.,'w"..h'• P. _ s T r I �' •i P0_.w... ...... V' x ��� s>WWy r 5 R 5 b 519°4l' o"yv Lwutsy L-Homm moo Sm uNE STATE OWNED / * 0 m °6 0 o 7-6�t�'D4 O N O} R Z, Ig•d L goy. 8 � a 32�$' O 3 n 50 4.,r. \ A6 2-0 O WNERSH /PS NAM rorAL ARER bV4=5W TAKE Lr. 1WMA1NpER 461-ACK5URAtH; A. SEf SHrET *No. 4 COMM ONW�5ALTIY hV V GROUP 8. 24 4c. * Q. 22 Ac. 8. 02 111c. COM MONWEALr'f1 INw GROUP >3. 55 Ac. 1 *0. 50 Ac- 43. 05 Ac. CARL G. OLSON TRUST 140,534 S.F. , ° 140,534 S.F. GRIFFIN COMPANY _ ..... ` - .. .�1.�:.. - .-.. a ... .. - ...... -. .. }00 C� e�`t uersQ L£ lc)00+ 50.0 L Sw Q + N IV 3o CF* �J� � f ■ CX rlr� Q� 4 5�• os'3A"Lt• R Zib,3` 3 \ P/41)52 ..*—LANDSCAPE INC 13 INCLUDES 21,027 S.F. FOR STORMWATER TREATMENT AREA EY,ce ss RAW roV•1e,�erhaeu.ser Rea! > S�ate Co. by Gov. STATE OWWF-D APE t: 0-1s 7 ory LEG EN D �- aWNERS4- CAS �: At>TFl0FEI-r DATF- 5USSEQ UE NT AtPPROVAL Lehr-r 8-2.-T-58 Letter G- 13-G1 g- 3-58 7- 5 - G t AL"+ SL' CLL DC'o SRC L.R"t 4 DR'' in-os AcLdad D ra, n ag a Eas¢ment Added ors Lt• 5t%,. LE i895+GO ± to 5ta. LE 0-7+7+5C - I.fl.G. f�- 2'�.,-L-+4 �a 30-64 l7rcaLntx � Ecas¢.m�.n�- ��'. c7� a�ca. 1S3oF�t�a R¢ujS¢d Parctal�l'284-f'+ �S'2 5-3-- C� oir.ls addera ar AL t7Lx l,inex rew 9iv 19 —t73 — Ceder 2-16- 77 ? 3-10-72 YZ 1- i�QV 'Y-G2L5. h'dded en afs 7-1o3,78 lhl-a 1-f03B0 -5*,1 8T-40f4 67-4or9 .e7-4026' rerlarrdsc�prt Letf91' 7.0-70 7-28-7e Revised R/W,,eL/A. orrRA LS' 1903 t L.ei-fer 10-17-72 1/-S-72 IVoled exCe55 R/W oo Rf. VA: - 5f4_ L F 1903 Le4fer 4-zo 73 G -15-73 Noted proper7ly cprrveye fo Weyerhoeri5er Reol&Aate6 b V Gov. De L.tr._ G-26--?5 S -24--73 Added Turnback Line a. Rein+ .No-te Rev. 5R ez fce¢nce nos. Le-i#er 8-27-86 5-8-87 MAW4;gc� Lrkncl.6C ve_c aCC'Q 4 WSHU Pci- on R#. Vic• A1-" Lisle . Letter 10-8-96 I W-96 AA d StormWeter Treatment Area on Lt. Vic. 5,ta. 1905+00; Added Parcel No. I - Letter 3--25-97 3-26-97 Ailded Future Use Area on Lt. vicinity Sta. LE 1906+40 RevAsed areas parcel €-15904 7-1.6-04 Revised future use area io Stormwater Treatment Area and revised Limited Access %on Lt. "Si Letter 6-29-04 to LE 1907+10 ALL PLANS ARE SUBJECT TO CHANGE. PARTIES SEEKING PRECISE, CURRENT INFORMATION SHOULD CONSULT THE OFFICIAL PLAN ON FILE IN THE DEPT. OF TRANSPORTATION IN OLYMPIA. -� � U-1. W .....rot.-.....� ..-. �� �� .. �N..�...�......._. ..� .. !(1; . AR P.I. as*'LA-.a i A:; 16 " ireB'ynning oR one I Spa. , FRTO+Q4.DD•"r f 1 VICINITY MAD AND TOTAL PARCEL ❑ETAI L5 I N5ERT A SCALE 1N BEET 500 �20�+ rt. s_ a50. 320?" 5T. � INT�RCHAi�tGE UNDERCRO55I NG F-QUA"TION : W P.O.T. 1985+ IT 9 Bk. W POT 1984+79.3 Ahd. = 5o.3Z0�' P.O.T. 38+73.1 EQUATION: LE P.O.T. 1983+ 96.9 Bk. L,E PO.T. 1984-11- 85 9 Ahd. = 5o3ZOTH PI �R3_pa.7 $5t86.3 R4..N• 6 P.O.T. a.��a�.o � t�1 i TURNBACK LINE (sea 5hle-z+ Id for Mafcil) A D- . kv, . by aemca , Foy R�Li TO c Nu wl �� FR LINT Slopes >Ens�rn�'� ., o20 40' FR �r2o 2b.ba P.I. -lo-ta9 � ol LL- (i-co187� SE V4 SW :w m 't 20 ALL PLANS ARE Si J I PARTIES SEEKING R t'1 5T.5b R"f �D INFORMATION SM 1 17*00 a ' GEE)OFFICIAL PLAN ON ICI OF TRANSPORTAT O 5 � I1 li t: I-1oZ84 � � E� 11 lu a a m �� -' ACCESS TO e 07 PROPERTY P ROPERTY ' ' NOTE: See II a m 'T I I C. 1 1 1 h li- � tt�4"[.4 q P � I i� 1 �50� to+$t.43 � I i r• j� ZO y ,FLO bSL - PON .� .V c pt. 39• 171.9 1► 53e Zes Lt. p 1'3. 3v# It4%*.•4 T -L13•d• L 3-9L.d 1-15�33 _ 150' TEMPCR. CONSTRU{ EASEM E ♦ k-5 0 .01 pill yip a `Jill, LANDSCAPE AREA _ _ ack , a d farpie CSC ■ �Onve ed fov'Veurhveuser Real Wall Co by Go0.DOW 3-8-`,4 . i - - _ -cck-421-`C-13-4. 2- - 6 Rr � l L•� i aro' At rd Ow rs T�2v. �1 - � C722 8Z- oz S •- �a<Y- i- 02.5 _3s� � �� • � _ � ri � % 1Z r7, 7-5-GG S- - `t'sir.cca ian rxra4s card ' s ed S !D►� Ta 30 •YL ►► l — �vl►y p � t � i► 1.D.C.Ea-'22-64 6 �.,C prai Ecm� Adold L .v{s S$a�. L.'✓'•-�', Rem. Mo. 769 rL-2.7-58 LJA Ray. *,K Lt. S . I0)7-9+oo * -t•o STl 039+So"_ Letter- 11-17-58 11-25-Se 0raina ¢ EQsamczrr on Lef?r Sf ct• I525+00 tr> 5ta. 192B4.00 r•evisrzd • %- - R W L-ER � + AUTHORITY DATE SUBSEQUCNT APPROVAL BY + ► La-V4¢r-5-22-6-1 6-I-6-T 'o.f Poromi 8'Z'-4o2.S Ra.�/ia¢.ci J,W. 2_ -' � � ••• -��• -•-•! L.ak -¢r-(-26-6T S -17-i 7 OWnar a F,6�-cQ1 R Vier 7-i0-7Z 7-Z8-7z Revised RIW� IIA arr R�O. 1-5 /930 r f L��/935X RCS � �� �- jpp-: __ � PROPERTY_ OWNER44HIP NUMB [ether /0-17-7Z /1-3.72 All e, C(ce �4 Won Rt L 193D.� ' L � I939 -- RLS Letter 4-20.73 6-/5-73 Nofed property COIrVeVfd Ira Weyerhoeu$er Real esfOte Ca by GOW Oe& 3-$-73 RGS ttr•�. 6-Z6-73 8 -24-7 Added Telff-nbac�C Llne R¢[ira uishment [�otiG. 00 �r..r.rre.T •. s.. w...or, .. .. .. ,. ._. . �. .a-rra•• �en..rt..� ....... .:.. -- n ��•__. 1 . «...�..,. .—. ...�...�..�...:....�r...... _... ---'- - ...... .. w ... _. �'% f-_ 7 �AL •a-w-''.... __.._�^ •+..+.+.wa-i-•..rn. rww.r _. �� _ �.—. ...—...... —_� .«. 3.. ...»..... r - w �. ..t ..r ... _ . - , ... •rr�a� --�•. .n. a.� _ _ ._ � _ .. t. • �e'� .. ' • s M}�.•ni_r-.x+. `-_-a'.n. �..�•••..,_.n•w.l. _-... e^+1i•- w.a•..w•..rr�wn-..rrw. .tir•._.....'-... •-�wr -rrijw.wiw�••., Om U tqm momosloo Mumma Minnow noom UR �Ewu� + 4 ozr' + r j&'c>r,nrJlt ed +ovieergate Co. b y Gov. Z _. . __.__. _ ..._ ... ...._ ... . _ .... __. ._ .... ... - O i 'S6 9 6Tsa 4 TRev nR f SueSEQU eNT APPROVAL. _ .. _ .. .. •- _ . w.. - - .. _ m r Fsa e- - - - - n a . . o 4L AL !►RY Li sti 11 nma Leffer 11-17-58 11-25-58 Drain Ensarmzn+ on Lmff 5tn. 19GJ+pp to SM. 1975f00 revisce D.C• "f'-t8-col •r_Q6-rol Revised 'E!p Rvilie Power Axdmrnistrutrcr+ Rr t,t a YY3 _ 7 toWe aeu er Real Esicift Co.b Gos,D t WteC -20--M 6-(5.--13 1yat roper+ carcve' eth 5 Rev. RIW4 LIAon Li: vk. Sta. 01977+aDss acqui►-ed, added cross ref ..._._ _ -••-- -- -- . w _ .. ... w E .. ! S .. L&++er 6-1.5?9 7-20 79 Park and Ride Lot noted con�eYonce 1 8. and M. Gompan �.. _- 77 i w J. I err r• )� JJ� J- I ,- � r Jir ! r• •�OJ - //ter fJ +f�- .r C-2 J• r ��- /r -=,fir ---+ _ / / rr f r• - _�► 'rr If ■ \� - t S. 28. T. 21 N. R. 4E. VI X CONSTRUCTION LEGEND DOSTTNG NEW MAJOR CONTOUR, LOFT --xu-- �zo-- MFHCR CONTOUR. 2FT - -- - - - EM®ANIWENT BOUNDARY - FILL — IXCAVATION BOUNDARY - CUT — EDGE OF PAVEMENT -------- RETAINING WALL ..T WSDOT RIGHT-OFWAY LAATED ACCESS STREAM WE 0016A ORDINARY HIGH WATER _0Hw— STREAM SUFFER ZONE rJ-1 WETLAND Y&-n AND BUFM ZONE •........ `Sm mm 2 J__ ------ = - _ - -- - - 4 � i i i Zell.I..,��// - . _ r 'Ltd /r z� --• _ 470^------------ - ----_-__- - •+-r c_ WT ---- / - - - - ERST-4 5 -------------".415 ___-___--f`-- r ' 16%-40% SLOPE eer r- - �' '� _ --- - - � 40% SLOPE Q vJ - - rtu / r r- ..----- I1+fir `--_-`--+-___�� r. r LINE r J/rr 475' it ,V i I+ IryJ-^ .,••►�•�: ;y......a.:. ti ----- /• r r EX WNG PONDS I _ _�� �I 1 rti 1 - \ .�••' ■�^'- +�-�t• - _ --b++ _J C / J 1 I ' .•� ' I go- ``-` �- - - _ ......r---- _ - ----------k--- kkkyT= 5 k s 1} S\ ,lk Jr/� ��-k. . . . . . . . . . 2 6 2010 I • v� � - `r �!y` � �7 � � �� +� SHEETS RV�I3 TO RN9 FOR WALL PLANS. � A }. I - . __�� _ �isV +14.�� •J ...... 2. MATCH EXISTING DTTCH AT LW IBC iu. 0 60 100 CITY OF FEDERAL WAY SCALE IN FEET r.i Gil r.t.ir\ � mrnNG NSA'W WALL JE7 CHEVROLET POND• NS-06 LINE �— �_�_-- � r- -lam • FILE NAME 9_LSoaVAO1 OMWAPWT-04-OWCADDID niGROOl.d n �►/ BergerABAM •ra* on'�x Washington State Department of Transportation 1-5 SR 1611SR 18 INTERCHANGE IMPROVEMENTS Plot 1 wo GR1 TIME 2:00:34 PM _ Ra OA E FEDA] PRO1140. DATE 11PAPIM 1D As JO° NO�a` 09A802 PLOTTED BY lake.lewln - DESIGNED BY J. SUAZO 8 1708 SHIM ENTERED BY N.w CHECKED BY J. JIM Ez REVISION I DATE BY CON1RACT MD V°6�70M ND GRADING PLAN PROJ.ENGia B.NE6BTrr REGIONAL ADM. C. STONE S. 28. T. 21 N. R. 4E. W.M. wlz rN� r I 'I DR,uNAaE ew OOISA TEMPORARY DONSTRUCTION eASEUENT EASEMEW ice! -- •11 � �,7, f��00� e� S. 21. T. 21 N. R. 4E, W.M. I t • y' gyp` � y r THE GROwRt � •� 1 PROTECTION ErsrMartf} 1- ` �' I 1 � � •�LVNAQE 4 s` � EASEMENT/`c=^ .� -_�� .- ram^ r�� �+� _ � ~r` �■1• . .\ in+ O 0_ �� �{4 FILL . - _ \ �� � �� E%1Sn O�I�a TOE LLEO"` - ��• / ^ram �� � � ^� ,� I1 1 - __ ^^�� n� � r � - •= - - - vim` - - -- % �r �. 4 -- -ES-01 HE ^' Af 4- rrr �. -- - - • _ - r = _ _-- - J. O Wm__._______ �___________ r = _________/- ___.____i------- -1 m -- -- - _ �� /� "0 �� �aalr�vrgc r/ 40% SLOPE ■ 485 1 r / /r /`f 490 � i * + + 1LW LINE ! 1 + rr I 1 V 1 1 ul UJI -xw_ � �..�..�.��x�:�..�r--.iv._.=.�.�e �.�.�.�..� _ `.._ _ s.��=.�. ..�..�.�_Y.v.._.�.�_^-..._... ��r=.-~••-�`Y-^�= -• F r---- � es._. -._ram _._ =.. // _15%-40% SLOPE ^rf •r ~ r' / i ■ 5� � rr �-Y— - —'- J� -� -- ,- --� rr it49Q( 'r tJNE 1 W i f / I \\ \ 1 \ \ \ \ , 1 11 \ \ \1 \ ----- -- -----`-'--- -�'-- -- x _ ---- `-------- - ------ _ wky CITY i mrrs KING CO. LIM S NOTES 1. SEE SHEETS RIND TO RMS, AND WZIS FOR WALL PIANS. 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STONE REVISION DATE BY V BergerABAM LEGEND E7USnNG NEW MAJOR CONTOUR, LOFT MINOR CONTOUR 2FT F.HSANNMENT BOUNDARY - FILL — E7:CAVAnON BOUNDARY - CUT — EOGE OF PAVEMENT -------- RETAINING WALL 0 �e WSDOT RIGHT-OF-WAY UWnED ACCESS STREAK, NAME 0016A ORDINARY KOH WATER -OFiYY— STREAM BUFFER ZONE ' x,=TLAND ,.--- V&7LAND BUFFM ZONE •.......• Washington State Department of Transportation N� x co W W co Lu Z J RESUBMITTED J A N 2 6 2 0 i 0 D SCALE N FEEr 700 CITY OF FDOERAL WAY 1w No B L§kDj WIS& �-18 ; . GRS INTERCHANGE IMPROVEMENTS 1 OF 1108 GRADING PLAN IH" LEGEND o4STING NEW MAJOR CONTOUR LOFT --3"-- -----3W— WHOR CONTOUR 9FT EM$MOAE NT BOUNDARY - FLLL — EXCAVATION BOUNDARY - CUT — EDOE OF PAVEMENT -----'-- RETA1NUM WALL ��� Ar W5DOT RIGHT-OF-WAY LINfTE] ACCESS 9TREMI NAME 0016A OPINKAl Y MOH WATER -DHW— STREAM BUFFER LANE WETLA iD r W--nAKD BUFFER ZONE .. S. 21. T. 21 N. R. 4E. 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FILE NAME 0:Z8aMG%20041FAPVYT AD0i6 n%GR007 D TIME 2:01.64 PM ' a°N as FED.AID PROJ.NO. DeTIE 1112J2009 10 PLOTTED BY )ake.W#An DESIGNED BY J. SUAZO J00 " 09A802 > 47ERED BY N. VU Cf{EcKrm ey J. JIM NEZ EO"nUCT "a LD"T= w' PRCJ. EN GP B. NEB9ITT REGIONAL AC. STONE REVISION DATE BY BergerABAM Adllk WIf Washington State Department of Transportation RESUBMITTED JAN 2 6 2010 O y w w to w z_ OJ F J CITY OF FEDERAL 08 BUILDING DEFT. wus IN FEET 1-5 K" w w SR 1611SR 18 GR7 INTERCHANGE IMPROVEMENTS 82 GRADING PLAN @KUM 1 i '' t,t 1 i \to .I� 5 / NEYLWO P Ik 1� t � i t � t . • ... , , 15%-40% SLOPE - .............:........ -.-..:...:...::-...-.::::::;: - — - i } t ; t S. 16. T. 21 N. R. 4E, V1f.hll. END ExwnNG NEW CONTOUR, SOFT ---- �� CONTOUR 2FT KYENT BOUNDARY — F01 — kMON BOUNDARY — CUT — OF PAVEMENT -------- VMS WALL r RIGHT-OF-WAY ] ACCESS IN NAME 0016A URY HIGH WATER -OHW— SI BUFFER ZONE NO r�.�' NO BUFFER ZONE ••••'- ----------- -------------------------------------- ------------ ---------_----------------------------- t 645 z ti _� w_ _—_—=—�'r. �— 'r•— — — ----------.----- m_^��� --^-- ��_ _wY _ ---------- --------------- \� ; \ �t ---------------------------------------- -1 ---------------------------------------- 550 % ---------------- - SLOPE --------------------------- _ _ -------------------- _ _ _ ----------------------------- ------- INTERSTATE 5 540 . /f / %\ 545 v ---� --- i EXISTING POND..0 t , , :I S. 21. T. 21 N. R. 4E. W.M. , FILE NAME iiME 0,WwWe000AFAPWr4M- ACADD 2:02:06 Pee AIGR008. n ' �" FEDJUD PROJ.NO. 10 AS DATE lir22008 PL0ITED BY ww.jwMn DESIGNED BY J. SUAZO Jos I.I� 09A802 ENTERED BY N. w CHECKED BY J. JIM NEZ eamoa M LOCATIMI NM PRDJ. ENGR B. NESBITT �ld REGIONAL ADM. C. STONE REVISION DATE 550 RESUBMITTED JAN 2 6 n 0 6o 10D 4LDING DEPT. - vux A.f xo IWO SR 161/SR '18 GR8 Aw INTERCHANGE IMPROVEMENTS =wT Washington State 483 OF BergeO,BAM Department of Transportation 1108 a>: GRADING PLAN wam S. 21. T. 21 N. R. 4E. W.M. BEGIN CONSTRUCTION SR 18 i ! �� SR 18 RW 12+71.72= I - --EWF.01---1-0+00:03--(1-8.-70'_RT)_-.- WE-01 10+00.00 (17.37' LT) S 348TH ST i �ti� �\ � r ■ ! l��---■ 7 1 ! r ■ r r r 1 ■ T�x \���_�I-�-�� � °--- I �// i /r ■ ! ■ � i ■! � 1;11I[�1 LiNe 15 I 10 . r ! r r , R 181 r VI LINE 1E 1 ! SR is RYYL LIRE _ \� • •� \ �� \ \■ \, �� LINE `� , T»' �� CUT 1 i� � ■ l i\ \ I ■ r ------- -- :4nl LEGEND E KLI NEW MI CONTOUR LOFT — MINOR CONTOUR.2FT ------ EMMkM GfENT BOUNDARY — FILL — SWAV ttO31 BOUNDARY — CUT — ED= OF PAVEMENT ---"--- RETAINING WALL m7=23-Ar- WSOOT IaGHT-OF4'AY LMTrED ACCESS /i/A0I STREAM NAME 001$A ORDINARY HIGH WATER - Of1W — 57REAM BUFFER ZONE wIcTuwD WETLAND BUFFER ZONE ..••.•.•. FIE NAAW 01.1s"We►2p6AFAPYYt G�084iCAD n1GR00B d TIME 2:02:22 PM .� FED.AIA PROJ.NO. 10 AS DATE „W2M PLOTTED BY jake.11IBI DESIGNED BY J. SUAZO 09A802 COMIMW NO. tMTM III ENTERED BY N.VU CHECKED BY J. ARIENEZ PROJ. ENGR B. NEBBrrT a�nlnMef. Aol�. C.STONE REVISION DATE BY CIO ■ °�x\.. gyp. RESUBMITTED JAN 2 6 2010 SCALE IN FEET CITY OF FED�'f RA,L WAY " REF I No Aft BUILDIN . F - PT, GR9 SR 1611SR 18 •• INTERCHANGE IMPROVEMENTS .� Washington State "4 cw BergerABAM �� Department of Transportation GRADING PLAN11. 08 FILE NAME ckma1tle1200AFAPNR#06AC n1GR0i0 d n TIME 2:02:36 FM PE0°" FEDAID PROJ.NO. DATE 7112=09 t0 AS PLOTTED BY Jdw,w4drlq DESIGNED BY J. SUAZO 09A 2 Iauna..� N. W ENTER�BYJ. cllEalJIM NEZ eo.IAor.o. PROD. B. NEBBITT RPOIDNAL ADM. C. STONE REVISION DATE I BY S. 21. T. 21 N. R. 4E. W.M. 4 ) BergerABAM DRAINAGE EASEMENT .k r: TWO Washington State Department of Transportation f RESPBMITTE® ='. JA 2 G 2010 ..... 0 60 100 SCALE IN FEET .ti r owl BUILPANG DEPT. FLx�*0 SR 161/SR 18 GR10 INTERCHANGE IMPROVEMENTS RMU 5 GRADING PLAN OF IEM C Z rn Tn m W x rR z 0 S. 21. T. 21 N. R. 4E. W.M. <15% SLOPE ..� � M� y 1 '.� �1 ! k 7! r • f � - • �� 1A WALL- t♦\ �� r l` • � r Cui � 71 � t• •,l 1 wa-� `f I ll , _- - .f.•tir .. 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LEGEND E]USTM NEW MAIOR CONTOUR,10F1 - - Soo- -- —3W— MINOR 00NT0UR.2F1 EM$AN MENT BOUNDARY - FILL — E=AVATIGR BOUNDARY - CUT — EDGE OF PAVEMENT ___----- RETAINING WALL WSDDT PoONT-OF-WAY LN1TED ACCESS STREAM NAME 0016A ORDINARY NIGH WATER - OHW — STREAM BUFFER DONE 6 l YJETFJVh'G Y*FRAHD BUFFER ZONE • • •- RESUBMITTED JAN 2 6 2010 0 50 100 CITY OF FEDERAL WAU- IN FEET FILE NAME Q:{Se9i0a12D041FAFwr- r,4%CADDiD nM012.d n BergerABAM �� R •� • Washington State Department of Transportation D U I LLJ 1I V T- I I-5 SR 161/SR 18 INTERCHANGE IMPROVEMENTS Plot 1 """'� MO GR12 T1ME 103:09 PM _ mom "`"" FEDAID PROJ.NO. DATE 11l?12009 to AS PATE BY Ig12J20lBD '0' "�' 09A802 87 OF 7108 own DESIGNED BY J. suAZO ENTERED BY N. vu CHECKED BY J.JIM NEZ REVISION DATE BY CON1""1O ,AG110N N0 GRADING PLAN PROJ.ENGR. B.NEBBITT REGIONAL AOM. C. STONE S. 29. 'T-R 21 N. R. 4E. W.M. spa E7F18ME EASEMENT f / EX TOP 9,` OF IWJK � ilJL Alt,. � I !!-- ��\\` L� - y - T ! \\�' �-��--- - �\ '��`-_} ~^r••ii ` '�' J _ - any`- .� \ .\�r �� \ \ \ ►s i _ - iltc. slt.. sL. ! ► \ + I I I � } - ♦ SOIL AMENDMENT AREA ♦ I ISOIL lei' w� /,w / � >lw / ._ `_�-_••�. _ r 4 �_'- _------__ - I.REMOVE $F F NE 1 .lu. - - staff r a i 9 __ 1 I ► -� `-- -,_`-_ -- �r1 _ _ zl4 _ a��rrTOirOF SOIL T I \ ( ♦ i ram' L� y ► I r-_ y ---�- �FQ _-- , � 1 _ MUSTING I .1 "`^'7 J i-� .fl�n� PROPERTY LINE r .t ♦ { it I y \ sla) Aw AIL dlb� ;I� � $ y{L�^ �---2 J UL A14p ,11t..m ,S14 ♦ 1 �r Ifl/` 1 -- Q I ♦ 1 1 f i r f ! I l 1 Leo r \ ♦ 1 .-• �Aq 1 1\Jkll i j r _ r 80.5 8� AIL w.-.r 1 j1f1 1 Ir 1 /' % - S I I r �_ t 1 1 All yr .111 ALL. � ur.. ^ � � r g i j 1 nc Toy c i ' j , \. A \ \ \ 1 / 1 1 - ,4 ! 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J ajL I Alt, illy. ilry Al" su. \ i _i f $IIdP � �\ �..1 1 I 1 { I ► I� \ r Aw >ub illnl Is4e \ l\`,Ilr_---A!L ie' .u� Aw I s \ G \ X1 EXISTING POND \� wL' A, L\\ ills. un {{ ° +J � \\... I . \ i i•1 ,I' I. �I 1 J illt. A'\ A .& \ W %jj± _ _ AL, T°i„ At. Ali. \ } l ! I .ILL AL& =r \` su i` 41, 'I,. L. +��� ,'i� fir ��- r Nil liL vu� - uw ♦ r fin, r' r Alt. AL \y tt ilu. .OIL. ill,. . AIlc J a < 15% SLOPE illU 'u J� i 6K TBANK OP�-� / �Il i r r � � 1 J / !!1►I�/1 / I .. r / I ! ! aY ■ !J. r r f aLlt, ill:. r Ad, AIL i sly ,FU& i,IL>< r;lu: ,,�! sU, illt, r� sIL. i '' ►++ ' J! r�r ~��� � I 1 I 1 r / � -1 �•�-�3 -- r 1 •_ , ALLI ALL I illt 1 �.� AV !/ AID u� : 'v ilL ` MSTING — PROPERTY UNE FILE NAME Q%uttia52oo.4WAFW .G4. B4WADI3iD rk LGR013.d n '°�10N MATE FEI] Alh PROJ.NO. TIME 2:03:17 PM DATE 11r2209 10 #ASH PLOTTED BY JaM.lewlnli DESIGNED BY J. SuAZO 09A$02 WFIERED BY N. vu croNJRAer NM LD"TM NM C14ECFED BY J. JIAI NEZ PROD. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY i•\I 11 I}� \ \ \ \ ` \ I f; \ I �E�7ENp E)=NG NEW 1 1 MAJOR CONTOURl0FT I `I MWOR CONTOUR2FT EMRANlD�1Eur BOUNDARY ----- - FILL — OMWATION BOUNDARY - CLR — M OF PAVUWU RETATANG WALL-0FWA �-_--m-�--�-- v`S% \ Y-- VpDW RIGHT -- --- - -- umrrED ACCESS STREAM NAME 0018A W �• 1 I i I STROORDi V,I BUFFER ONE •01 -- t / ' r i JAN 2 6 2010 mil' l OF FEDERAL WAY 2040 ILDING DEPT. n SCALE IN FEET raV Adft 1-6 'I/ SR 1611SR 18 GR13 INTERCHANGE IMPROVEMENTS m1wr Washington State 488 BergerABAM Departinent of Transportation GRADING PLAN 1108 �SHEMmiff ►E WA1i W[ BEGIN EXCEPTION I-5 MP 140.67 LW 431+89.16 LE 431+48.84 32 MITIGATION SITE i 5 rn 12TH AVE S Ail" P 29 i M LINE T.21 N, R.4E. W.M.END EXCEPTION � -- 1-5 MP 141.03 END CONSTRUCTION LW 460+70.00 SR 1 fit LE 450+44.31 SR 161 RW 140+09.30 = 17 NS-03 31+86.60 (0.99' RT) f 99 ? BEGIN CONSTRUCTION COTY OF plc ~ SR 18 FEDERAL WAY 20 49 SR 18 RW 12+71.72 = EW 01 10+00.03 (18.70' RT) _ WE-01 10+00.00 (17.37' LT) ......... _ -- BEGIN PROJECT 5 16TH AVE s ............. 161 __........ ------••--- -............. _..-............... .._ __.. 16TH AVE S i _ - --...__w..... 99 1-5 MP 140.64 i NS-05 LINE _ LE ROW 1815+67.77 = ' RT) '*'NE WN-01`•, LINE m e LW 429+97.64 (124.81' LE 429+55.20 (0.00' LT/RT) uvs07 *LIN BRIDGE 51503W p�7 NOT INCLUDED IN PROJECT NS43 LINE 21 2 TH AVE S 33 151 LE LINE 16 g per`' BRIDGE 1611102 NOT INCLUDED ES-01 BRIDGE DIN LW LINE BRIDGE 5I504W NO INCLUDED IN PROJECT IN PROJECT PROJECT WN-01 BRIDGE 28 a+ ES-01 LINE INCLUDED IN PROJECT BEGIN CONSTRUCTION °f = BRIDGE 51503W E NOT INCLUDED IN PROJECT j SR 1611 SR 161 ROW 120+95.92 = EW-01 LINE NOT DINCLUDED 5 r0 $EA7T� NS-03 12+73.12 (0.04' RT) IN PROJECT �s 28TH AVE S I FILE NAME Q:.Vuawa TIME 2 4T:66 F DATE 1IMM 08 PLOTTED BY jak9.]*W, DESIGNED BY W. SCI ENTERED BY N.11U CHECKED BY d. JIM PROJ. ENGR. B. NEE REGIONAL ADM. _ C. STC END PROJECT A 1-6 MP 142.95 NW-02 LINE �R ,HpY LE ROW1937+65.93 _.... z... wE-01 LINE........ LE 551 +53.31 (0.14' RT) N LW 561+57.26 (124.01' RT) ~ �€ WAYS I BRIDGE 18/003 � o NOT INCLUDED IN PROJECT 15 I 22 ' 5� qG � 0 21500 Soon SCALE IN FEET _ LITY OF FEDERALVVAS y. Plot 1 10N I 'T"TE FED.AID PROJ.NO. 1-5 PLM REF Na 10 WAS ■/ SR 161ISR 18 V1 • INTERCHANGE IMPROVEMENTS sir 09A802 Washington State 8 CO.or "Q 1G70N Mm BergerABAM Department of Transportation VICINITY MAP 11008 -a, z DATE BY Px rAW oox NOTES: 1. STRUCTURE SHALL USE WELDED GRATE "A" PER WSDOT STANDARD PLAN B-40.20-00. 2. ORIENT GRATE PARALLEL TO SR 18 AND CENTER OF STRUCTURE SHALL BE THE SAME AS EXISTING STRUCTURE. 3. UTILIZE THE EXISTING GRATE INLET TYPE 2 SOUTH OF S 348TH STREET (SR 18) AND GRADE SURROUNDING AREA AS SHOWN. 4. HAND PLACE QUARRY SPALLS TO CREATE A FLAT SURFACE OR AS DIRECTED BY ENGINEER. S. BOTTOM LIMIT OF GRADING SHALL BE AT A CONSTANT ELEVATION. 6. EXISTING TYPE 1 CATCH BASIN IS ONLY APPLICABLE TO THE GRADING NORTH OF S 348TH STREET (SR 113). 7. SET GRATE RIM ELEVATION AT EXISTING TYPE 1 CATCH BASIN RIM ELEVATION. 15A' MIN. 3.0' MIN. r. i F z I I _ J I � V_t_� QUARRY SPALLS 41 (SEE NOTE 4] —GRATE INLET TYPE 2 (SEE NOTES 1 THROUGH 3) EXISTING TYPE 1 CATCH BASIN TO BE REMOVED (SEE NOTE 6) PLAN -GRADE SIDE SLOPE NOT STEEPER THAN 2HAV TO EXISTING, TYP ExISTiNG DITCH 15.0' MIN. QUARRY SPALLS (SEE NOTE 4) 1.0' MIN. 43RATE INLET TYPE 2 (SEE NOTE 7) _ I I CONSTRUCTION GEOTEXTILE FOR PERMANET I 1 EROSION CONTROL i;�-- -- CONNECT GRATE INLET EXISTING TYPE 1 CATCH TO EXISTING PIPE - BASIN TO BE REMOVED (SEE NOTE 6) 348TH DITCH 4aRADING DETAIL WE 11.12 EW 10+94 FILE NAME q:l5eatt$e%2004lFAPWT4K4)64lCAUDID n1DD0oS.d n 7IME 9.21:10 PM REGION STATE FED.AID PROJ.NO. DATE 21712010 10 WAS PLOTTED BY sshurman DESIGNED BY W. SCHUPMAN JOB NUMBER 09A802 ENTERED BY N. VU CHECKED BY J. JIM NEZ CONTRACT NO WCATOM HO. PROJ. ENGR. B. NISSSITT _ REGIONAL ADM. C. STONE REVISION DATE BY Ib BergerABAM NTS P.E. STAMP BOX SECTION A 6" MIN. j.. -GRADE NOT STEEPER THAN 2HAV TO EXISTING GROUIND,TYP ,. — BOTTOM LIMIT OF GRADING (SEE NOTE 6) RESUBA#177ELJ MAR 4 C1 8 p D��j)LjjAL WAY G DEPT. � I-5 TIA SR 161/SR 18 Washington State INTERCHANGE IMPROVEMENTS Department of Transportation DATE DRAINAGE DETAILS PLAN REF NO DD9 SHEET 496 OF 1198 SHEETS CURVE DATA P.1. STATION DELTA RADIUS TANGENT LENGTH I S LW 440+1B.iT 5°1D 4] LT 11459.Sfi' S16-17' 1035.64' 1.5% LE 439+97.96 4.58'35 LT 114S9.5o' 497.98' 995.34'I 1.57. 'BEGIN -PROJECT I-5 MP 140..80' LE 4395.77 S. 29, T. 21 N4► R. 4E. W.M. LW 439+19.5 (24'LT) BEGIN 50:1 LANE TAPER 7 MATCH EXISTING PAVEMENT (34'LT) WSDOT R/W MATCH EXISTING STRIPING (12'&24'LT) LW 442+97.6 (104.6'LT) MATCH EXISTING PAVEMENT ---LW-442+66.0 (98'LT) - -MATCH- FXI'STI'NG .STRIPING -... . n •L*^ A42-+05...1 LW 445+89.4 (58.5 LT) ST RIPINGNSITION 4 (36'LT) RANSITION LW T EDGE OF LW 445+1)PAVEMENT END 50:1 MATCH EXISTING PAVEM£Nf�[65.1�LT)z --.� i4ATCH-EX'ISTI-NG STR-IP.LNG _(55,1-_LT)� -435 l -445-t2--i' w ... _ __-__-_ LW LINE - 4 2 12' N LW 43is+QaPC-_-__'--- �__w __�- --- --.LW- - _ - N24.00°23°'E I 12, t? __-- -� _ - 1 r 12 v -- ----- -- ----_----MAXCH_E)(Jq_ING PAVEMENT -I45'R7.)_--_-_-- _- - _._. - MATCH.E.XIST.IN.G_ TRIPING (24 &-36''RT)- - __ -- - ---. ________ 2 4 EDGE OF a 435 ------����._�_�- __��_-_. __------------- --------------------------Pa11(EMEN-T -- --------=-------r-__---im - `" _ -- ---- _ --_ «_ =- -- _--_-r_---__--- -------_---------•----- ---------j�•� �_-----_-___ _--------- - -440 - - ! 12 LW - ---- `_�__-- ---_-___ '___-------_--------------------- --- - - --- - -- �4��- O F. �r--_ 12 -J -_- ----------_-------_---------LE-44.2*01,.4•__----_ - - ---� -- ---^-- --„� -._ v. 12 v "---_____ iWATCR-EXIST-tNG•PAVE MENT-F46:,LtL 24r__24' -- ---- 24 -_NAICH_EXLSTINGSIFUP1.NCk.<f__-•- vr 36 RT & -�-24 36'L_)1 21.8°± - -��.^__---- __ _ A :It -__ - •\ - - ------J� rj _ __-- -- -" R--r��Y-ctrr--t,+lt'r^� ---- - ��--__ -^ -- -•- -- --__ - -_- -- --- ___--_-•----------------- -- \ ��ti ------F _-- i •' r I r � \y EDGE OF 3 -^ __w-----------•-------- i PAVEMENT LE 444+95.34 PT 'wSDOT S R/W I LE 446+34.9 124'R7) STRIPING TRANSITION ( i -,rlk 4 V °.•"'' LE 443+35.0 (58.4'RT) MATCH EXISTING STRIPING (58.4 RT) MATCH EXISTING PAVEMENT(68.8'RT) Al S. 280 T. 21 N. R. 4E. W.M. -"ny�� WSDOT URBAN CORRIDORS OFFICE REGION ' CHANNELIZATION PLAN PAVEMENT MARKING LEGEND: NOTES: �1 WHITE EDGE LINE 7� WHITE DOTTED EXTENSION LINE AREA TRAFFIC ENGINEER 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 I-1, DIVIDED MULTILINE 2 YELLOW EDGE LINE 8 TWO-WAY LEFT -TURN CENTER LINE Approved Date ES U BM ITTE D 2. HIGHWAY CLASSIFICATION: WHITE LANE LINE STOP LINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 4. DESIGNVEHICLE: WB WHITE WIDE LANE LINE 10 CROSSWALK LINE ENGINEERING MANAGER 5. EM�1.20-00 THROUGH M-1.B0-00 FOR PAVEMENT J U N 0 2009 MARKING DETAILS WHITE DROP LANE LINE 11 WHITE DOTTED WIDE LINE Approved Date 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS DOUBLE YELLOW CENTER LINE 0 50 WAY 100 T. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT U Y OF FEDERAL SCALE IN FEET T. 77 MPIP3.15TMP134.61 PILE NAME f:\2004\fapwt-04-064\aadd\d n\c-Olri.d n S SR161 MP34.15TOMP34.61 TIME 2:45:40 PM NECioH ssas[ o• FED.AID PROJ.NO. �► SIR 1-5 NIP 2.42BTOMP0.92 CHOI DATE 9/12/2007 10 BASH BERGERIABAM � SR 161 /SR 18 PLOTTED t3Y VLI DESIGNED BY K. PITERA JOB N74 I R a I. E } R I, A C A Washington State INTERCHANGE IMPROVEMENTS SHEET ENTERED BY H. VU Y-8742 Department of Transportation KING COUNTY SEPTEMBER 2007 CHECKED GY J.JIMENEZ CONTRACT N0. LOC+T10. H0. 333018T}IgVENl1ESOUTH FEDERAL WAY, WASHINGTON 98003-2600 CHANNELIZATION PLAN �OF PROJ. ENGR. 8. NEBBITT VOICE:(206)431-2300 FAX:(206)431-2250 .ATE F SHEETS18 REGIONAL ADM. D. VYE REVISION DATE BY p.t. ssav Eoa__ - S. 28. T. 21N. R. 4E. W.M. �.y NS-03 19+72.0 (50'LTi BEGIN WALL LANDSCAPE - - AREA - - - -1- - I -'- - - •--._._.X._._---- --- _ •-•- ------•---._._._--.-.---•-._._._._._. I 1' WSOOT R/W --------------------- _._._._....._._._._._....._._._ } 1 LW 450+19.5 (36'LT) LW 452+15.3 (46'LT) ` END WIDE LINE BEGIN 5H0ULDER -TAPER _ -- _ -- - -' - LW 454+50.0 (50'LT) LW BEGIN SOUNOWALL 'I i 3 ENI EDGE OF 7LW 452+45.1 PAVEMENT ENO i5:1 LANE SHIFT (36 LTI END SHOULDER TAPER (46'LT) ri I r� M 463+04.0 (52.0'LT) t N tr v SOUNOWALL '1 � .r r TsJ ` 0 --- I u 10 - --- lz- 450 ---- - - - --- -- -------- -- -------- ----------- ---- -- -- - - -12 Lu 0/1 12 - - - - -- - - - - Y .� - -455- LW LIME - - - - - - - - - 12. ; N24.00'23E - - LLJ Nt2' _•-- - - ___-_- --- ------ ----- --.____---- - ----- .. . O �.--_-- «--___________ --- �.� _-- _-_______-_________________ _ _____. - ---- _.��- EDGE- DF- - - - O T-, ��--____-___ _ - ----- _-_-_-- - + rva- �crs�ac __-------- --- - - - '• _ - - -2_ ... 4 .. PAVEMENT... j v_-----------•-------------- -_ -__- --�- __ - --- ----- .12' - 450 -r - .._455..-' -- - - _-_ - -- - - - - -- -- --- - 12'- ••- - ----•--._,.- -.. - ---•- ° - ••- - LE -�_12___�_-- 24' - - - --- - - - - -- -- - - - - -- = --- - ---`� FEDERAL WAY CITY LIMITS KING CO. LIMITS 5 --- --- ------- -- - - - -- -_ LIMITED 1 3 EDGE OF ACCESS LINE --- -- 3-----• ----- ------ --PAVEMENT -- -- ----- LE 455+34.9 (36'RT) - - LE 449+34.9 (48'RT) LE 453#47.6 (24'RT) END 50:1 LANE TAPER ---9EGIN-50a4-4A(�E TA £R _ -^---___--STR4R[.NG LRARELITION _-_____-___-_ ____� --- - -----�--------- ------ -- ... WSDOT R/W - 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 45 mph (NS-03/SR 161) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date EAVEME N T MAR (1 WHITE EDGE LINE 2 YELLOW EDGE LINE WHITE LANE LINE 4 WHITE WIDE LANE LINE �5 WHITE DROP LANE LINE DOUBLE YELLOW CENTER LINE FILE NAME f:\2004\fapwt-04-064\codd\d n\c-02ri.d n T[ME 2:45:47 PM REMO, STATE FED.AID PROJ.NO. DATE 9/12/200? 10 WASH PLOTTED BY vu Or -SIGNED BY K. PITERA J' LIMIRA Y-8742 ENTERED BY N.VU ECKED BY J. JIMENEZ CONTRACT NO. LOC.LTION NO. OD . 1 N B. NEBBITT FP'rR� .ION AL ADM. O. DYE REVISION DATE BY [ !i LL I0 4 E III A I X C. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 90003-2600 VOICE: (236) 431-2300 FAX (20O) 431-2250 s / N . - • rr. � .J r + i . r r r � �T WHITE DOTTED EXTENSION LINE TWO-WAY LEFT -TURN CENTER LINE �9 STOP LINE 10 CROSSWALK LINE 11 WHITE DOTTED WIDE LINE P.E. STAMP A/v rr r �r SEE SHEETS CHID & CH11 FOR SR 161 CHANNELIZATION 1 Gom Washington State iment of Transoor r+ f 12' 4/1 12' '7 39 o . J 12' z _ .12'_ . i r�- --i2: ' I r 3 i i i 4fi2+59.0 (50'RT) IN SOUNDWALL '2 i i i i 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 r L T ] SR 161 MP 34.15 TO MP 34.61 - 18 MP2.42BTO MP 0.92 1-5 CH02 SR 161 / SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN SHEET 2 OF 18 5 EEE75 S. 2 8. T. 21 N. R. 4 E■ W.M. -1. SEE SHEET CH12 FOR 17+g5.❑ NS-05 10+00.00 POB= SEE SHEETS CH10-CHII FOR NW-03 LINE CHANNELIZATION E5-Dl 8EGIN WAL1145.5 LT) NS-03 20+D0.60 N51'26'23""E NS-03 LINE CHANNELIZATION NS-05 21+12.❑ 2 _......-..-.- pp LW 470+36.6 END WALL (23 LT1 1 ~ " BEGIN 25:1 LANE TAPER (48'LT) NS-06 1I+44.37 NW-03 19+26.0 �• p NS-05 10+67.0 (l8'RTI BEGIN SHOULDER TAPER (58'LT) LW 470*86.12 END 25:1 LANE TAPER (48.5'LT) STRIPING TRANSITION BEGIN WALL(8'LT) BEGIN WALL NS 05 PT BEGIN 25:1 LANE TAPER (36'LT) ES-DS 10+92.4 (IS'RT) NS-05 22+42.8 (14'LT) i�' Cp� NS-05 10+94.0 I33.2'LT) 12+72.32 BEGIN 50:1 LANE TAPER EHO SHOULDER TAPER ES-01 15+03.6 STRIPING TRANSITION 0 ' BEGIN WALL (14'LT/RT) ES^O1 1D*00.00 PC/P08 = (20.5'LT) STRIPING TRANSITION 1 NW-03 18+72.4 (15'R7) i; O �] 01) L b0 NS-05 11+18.41 PC LW 467+98.6 (4B'LT) LW 470+99.62 (36.5 RT) NS-06 10+00.00 PO6= (12.5'LT) ?• STRIPING TRANSITION r �Ai 0. �ff,� END 25:1 LANE TAPER STRIPING TRANSITION (12'RT) NS-05 19+75.5❑ ES'-01 14+64.4(I2.5'RT)`; NS-05 PC T� �' �� WSDOT R/W BEGIN WHITE LANE LINE END 25:1 LANE TAPER (O'L /RT) STRIPING TRANSITION STRIPING TRANSITION 1t 22+28.75 (36' LT) o BEGIN 15:1 LANE SHIFT EDGE OF i 3 2 9 1 NS-05 13+72.3 NS-05 16+82.32 PC, NS-05 19+52.3 (12'LT) NS-05 PT PAVEMENT eu f 5-D5 ]0+67.7 ENO 50:1 LANE TAPER (12'LT/RT) BEGIN 50:1 TAPER 20+52.32 - 9 END 50:1 TAPER ES -DI 5+.50 0 STOP LINE N5-05 19+05.9 (12'RTI (14'LT) _ - 4 LW 464+98.0 (36' LT) 14' BEGIN 15.1 LANE SHIFT - II-l5 RT) il•6:5BEGIN'RT1 4' Is - . BEGIN 10 BEGIN 251] LANE TAPER 14, 12' NS-05 LINE 1 '�`-"' • yam x 8 v1 12 3 1 1P - 1 0-2 0 _,1 N12.51'47:1 14" H5-05 13+40.0 4"R END WALL(16.6'R7I 12 4' 15' NS-06 LINE EDGE OF ES 12+20.50 PT 1 N16'Sfi" 1011E 15' v1P% _ -" _ PAVEMENT 3 4 4•R _ _ _ - - ���--��. --12" ES-01 LINE N13'7'54'E 12.5'� cxi 7 p _� - - - .. -_ 12.5- 12.5 -�- -470-_- __ -- - -- A -� - 'LW'+l6grk6.35 PC - _ - - _ 12' -- - - -. -- - - - ----- - - - w o --:d_ -•�ti __ - ._ - W LINE - .. - .- - - - --- --------- -------_1.8.. w - f2. __ _ - - 2:._ -- -_ __ q6 5 - _ _- -----_ -__ -��_- - -- - --- - n - - _ �_ ----- --- - - -�_= _- - --_ - - -----------_ -_ r=rJ- - - LW 4T5+66. (-24'LFi _ ----- - _ _-L4l 477+53.Ta-PT ---- _EDGE OF -� - - -" --... _-- _ ___ ___-�_- STRIPING TRANSITION EDGE OF PAVEMENT PAVEMENT N LELIRE - �.__ - 475 LE 464+01.34 PC K,-..~ r. T".�---.�---�-_ �T •_. N13.58'35"E -12 12 D E EDGE OF -• -•.._ -,-.. it PAVEMENT 1 5 LE 477+38.61 PT S SOUNDWALL '2 1 r ) -LE 470+.29-.I__ -- ---- -- --- ---- .. 4 _ ► WSDOT--R/'W" MATCH EXISTING PAVEMENT (46.5 LTI _ NOTES: 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 U PAVEMENT MARKING LEGEND: 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE tl WHITE EDGE LINE 0 WHITE DOTTED EXTENSION LINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 50 mph (ES-01, NS-06) YELLOW EDGE LINE i_/ TWO-WAY LEFT -TURN CENTER LINE 45 mph (NS-03/SR 161) 40 mph (NS-05) �3 WHITE LANE LINE 9� STOP LINE 30 mph (NW-03) �4 WHITE WIDE LANE LINE ]0 CROSSWALK LINE 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT WHITE DROP LANE LINE 11 WHITE DOTTED WIDE LINE MARKING DETAILS V 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS / DOUBLE YELLOW CENTER LINE 7 l = an1NT nF RFGINNING. POE = POINT OF ENDING, AP = ANGLE POINT FILE NAME f:\2004\fi:ipwt-04.-064\ccidd\dQn\c-03ri.dqn TIME 2:45:52 PM REGIo. STATE FED.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY Vu DESIGNED BY Ill PITERA JOB 47ER Y-8742 ENTERED BY N.VU CHECKED BY J. JIMENEX CONTRACT R0. LOCATION R0. PROD. ENGR. S. NEBBITT aFGtnkAi ADM. M DYE REVISION DATE BY BERGERIA8.4M iN4 Ir I NC. 33301 9TH AVENUE SOUTH FEDERAL WAY. WASHINGTON 98003-2600 VOICE: (208)431-2300 FAX (206) 431-2250 P.C. Stop $0s CURVE AATA P.I. STATION DELTA RADIUS I T►HGENT LENGTH S ES-01 11+10.33 05'Z9.34•' LT 2300.00" 110.33 Z20.50, 5.ak LW 470+86.75 10*01'49" LT 7635.71' 670.40' 1337.36 3.57. LE 470+71.69 0'01'45LT 7639.71' 670.35' 1337.27' 1.5% NS-05 11+97.61 33'16'37'" LT 265.00' 79.19' )53.91' 9.0k NS-OS 18+67.45 a5•IT'59" LT 370..00 4.0E HS-0S 23+Z4.19 04.02''S5"" RT 7U0000 2. 10.79 9• 4.0% HW-03 17-92.66 74.26LT 430.00• 32563 S586 8.0% 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 PLO T 1 SIR J� SR 181 MMPP 2 42B TO MP 0.92 I-5 CH03 SR 161 / SR 18 Washington State INTERCHANGE IMPROVEMENTS SHEET Deportment of Transportation KING COUNTY SEPTEMBER 2007 3 is CHANNELIZATION PLAN SEES Ns-0410+00.00PaB= S. 28. T. 21N. R. 4E. W.M. S. 21. T. 21N. R. 4E. W.M. NS-05 24+19.54 POE= NS-04 12+78.4 WS-Ol 22+59.6(27'LT1 LW 479+04.7 (126.4' LT) BEGIN 20.1 LANE TAPER (28'LT1 WS-01 13+00.0 E5-01 26+88.30 PT ULOE$Sf. AQU ER BEGIN 10:1 NS-04 10+18.3 (28'LT) END WHITE LANE LINE (14'LT) S R - PING-T-RANSITI ON SPECIAL USE S.fi011�- END 15:1 LANE TAPER _DER ES-Ol 20+97.4 (14'LT)... _----• - NS-04 15+70.2 (14'LT) NS-04 19+06.46 PT -BEGIN N ^04 4+46.46 _ END.-15-I LANE SHIFT END 20:1 LANE TAPER c y - f NS-04 24+23.9 �G NS-04 lG+79.19 PC WS-01 13+65.0 (12'LT) * w5-01 17 26.5 _~, (22'LT " 4'RT) NW-03 20+47.66 POE= -- - ES-01 21+19.9 (12.5'RT1 BEGIN 50:1 LAN£ TAPER , STRIPPNG TRANSITION i END WALLS LW 4T9+09.49 1152.2'LT) NS-06 15+21:27 POE= BEGIN 50:1 LANE TAPER NS-04 1fi+50.0 (22'LT) EDGE OF. - V BEGIN 15:1 LANE TAPER LW 419+81.31 (95.32'LTI ES-01 21+94.9 (14'RT) END WALL w5-01 18+24.0 Q v LT) PA.VEMENT-Y STRIPING TRANSITION END 50:1 LANE TAPER HS-04 16+50_p (4'RT) BEGIN WALL 15=04 23+71:.0 (15'RT) ES-01 [8+93.9 (12.5'LT) ENDO1 22+06.0 END WALL y -(-22'•LT & 4'RT1 q END WIDE LINE ENO WALL (24'LT) NS-04 17+00.16 PC '. . WS=0.1- LB+24�6R"PCC- ws BEGIN WALLSr t WS-01 10+00.0 POB= BEGIN WALL (32.8'LT1+15.0 (15'LT) WS l 15 °1 a th NW-03 20t24-i70'PT LW 480+93.3 (24'LT) ENO 50:1 LANE TAPER ES_01 22+06.❑ 1 LANE TAPER r=rn END WALL END WALL (18'RT) S-01 25+82.50 P /[ENDC50: NS-04 29+88.30 PCBEGIN 4(12'LT) LANE LINENS-04 EDGE OF 3 (O'RT/LT) 2 14+50.16 PT _ _- PAVEMENT WSDOT RIW N a -_ -_ .7 M�.O 2 o cxa U 1} 14' N12.28'22"E F w l4'Ul 14•1• 1 14' N13'4?'1O"E NS;-04 LINE 14' _ x N 15' Nlfi"56'tp"E Z rJ N12.28'22"E - w ES-01 LIKE NI 12.5' 14' --- - _---_-- -.- a -' -EDGE OF y 9.+75:•$' PC .�•4 !4. vl •12.5 -- -- --r��E5-03 uj Ull mWs�ol-irlrE- - - - _ _ ---- -- --__ 4 R za D _ - - 21� - _4-.•_-�- 12• . Nl2' __. 49 5G E --- - -- --- - - -- - - - - 485 - - -- - - 490 - - - - IV o - - 80 - - - -. -. _- _ LW LINE 12 '+ a r tZ` N13'$8 .35'..E` 1 - - .. - - - 12• en v1 12 - � �. .. 2 1 - -. _ - - - -- -- - - - -- - - - �.. - - -- -- 4 3 12• c l0 - - - - -- -- ---- - - - - -- `_ _--- - 10 EDGE OF LW 483+93.3 (24'LT) LW 483+04.3 (46'RT) WS-01 15+15.00 PC I- 5 LE 492+98.3 (24'RT) EDGE OF STRIPING TRANSITION PAVEMENT 1 ~ N S -------"`_--`� LID v MATCH ExI5T[NC PavEMENT PAVEMENT BEGIN WHITE EDGE LINE J In 0 __. 12' T tz_ 4 490 12' 1z'LrI a _ -4SO - - - _ - - _ - - - _ - - 485 - - - - - - LE LINE - GO en 12 12 N13.58' 35"E. 2 12' a 12.5' sE-OI LrNE a.s -- -� 15 - �_ 0 tn Hf6.1.6'O1."E2 = 5 3 4 LE 484+48.0 156'RT1 3 1 4 - w z a END SOUNDWALL 12 x -•. � - 2 -. - _ ---•------._.._..- ----_--------•-----------_ -_ _ _ SE-01-•I.4,37iJ-t20:5 RT1•----- - _-- - ----------- -- • _ WSDOT R/W :- EOGE''UF.,' •- . a ------- ...----___ --- -------tE-482+74:8-- - - - --------- -END 'SF1QULOER"TAPER PAVEMEN BEGIN 25:I LANE TAPER (36 RT) ' BEGIN SHOULDER TAPER (46'RT) 5E-01 10+00.00 POB= LE 482-87.6 (24.1 RT) END 25:1 LANE TAPER (36.5'RT) SE-01 13+12.5 LE 479+B1.6 (24'RTl STRIPING TRANSITION (0'LT/RT) STRIPING TRANSITION BEGIN WIDE LINE (12.5'LT) WCMRT CURVE DATA F.I. STAT10)t I GF0A RADIUS 'TANGENT LENGTH 5 ' WS-01 )6+69.94 05'54'47" LT 3000.00- 154.94 309.60' 5.0E W5-01 21-65.89 37.41'l3 LT 1000.00' 341.27'• 657.75 7.0% NS-04 l2.64.72 03.07'33" LT 6800.00' $85.53 .370.97' 2.0% NS-04 18.03.31 01.1E 4B" LT 9000.00' )03.16'• 206.}0' 2•0x NS-04 23.01.7i Oa'ia'2B" AT 2000.00' 145.26' •290.00, B.O% ES-01 26.35.40 00.39.32" LT 9200.00 52.90' 105.8)' 2.0% ES-01 32+99.93 38.31'S0'• R7 900.00• 3i1.63' 600.00' I9.OK SE-01 20+10.6 (12.5 LT) STRIPING -TRANSITION ~ NOTES: DEVIATION NOTES:- FEDERAL WAY CITY LIMITS 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 PAVEMENT MARKING LEGEND: 0I EVALUATE UPGRADE-!1._- KING CO. LIMITS 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE �t WHITE EDGE LINE WHITE DOTTED EXTENSION LINE APPROVED XX/XX/2007 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) NS-06) TWO-WAY LEFT -TURN CENTER LINE VERTICAL SAG CURVE DESIGNED FOR 50 mph (ES-01, YELLOW EDGE LINE "COMFORT" PER WSDOT DM 630.03(2). 40 mph (SE-01, 30 mph (NW-03) NS-04, WS-Ol) 3 WHITE LANE LINE STOP LINE WS-01 20+75-23+25. 4. 5. DESIGN VEHICLE: WB-67 SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT WHITE WIDE LANE LINE 10 CROSSWALK LINE 0DEVIATION 14 - APPROVED XX/XX/2007 MARKING DETAILS 5 WHITE DROP LANE LINE 11 WHITE DOTTED WIDE LINE 2' OBJECT HEIGHT USED IN STOPPING 0 50 l00 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS SIGHT DISTANCE CALCULATION. SCALE IN FEET 7. POB=POINT OF BEGINNING, POE=POINT OF ENDING, AP=ANGLE POINT DOUBLE YELLOW CENTER LINE ES-O] 22+00-47+00. 1-5 MP 140.80 TO MP 142.77 PLOT' FILE NAME f:t2OOA%fdpWt-p4-Q64\Codd\d n\C-04r1.d r• sT"'� SR161 : MP 34.15 TO MP 34.61 MP2.428TOMP0.92 TIME 2:45:56 PM „o. FED.AID PROJ.ND. SR � CH04 DATE 9/12/200T 10 WASH RER/G R/RIIAM SR 16SR 18 1 / PLOTTED BY �U MAMA E N 4 1 L E L L A I N C. `� 'I� Washington State INTERCHANGE IMPROVEMENTS SHEET DESIGNED BY ENTERED BY K. PITERA N. V[J Y-8742 Department of Transportation KING COUNTY SEPTEMBER 2007 OF CHECKED BY J. JI1ViENEZ CONTRACT NO. LOC■TIOE NO. 333019THAVENUE SOUTH FEDERAL WAY, WASHINGTON 98003-2800 CHANNELIZATION PLAN SE85 PROD. ENGR. 8. NE88lTT VOICE:(206)431.2300 FAX:(208)431-2250 DATE REG[QHAL ADM. f].bYE REVISION DATE BY P.E. 5TAW 601 WN-01 10+00.00 PC/POB EDGE OF PAVEMENT- W5-01 28+08.44 BEGIN 50:1 LANE TAPER (15'RT) ;ry BEGIN SHOULDER TAPER (24'LT) END SPECIAL USE SHOULDER WSDOT R/W � WS-01 26+45.2 (O'LT/RT) „ p 4 STRIPING TRANS'rTION 0''- 7 WN-01 11+79.0 (ILK'$'r� RT) BEGIN WALL S� WS-01 25+57.4 (127UT): r{' END 25:1 LANE TA7-,R' S-01 24+82,A6 PT V. EGIN 2511 G0.{� ANE TAPER r \ WS-.QC 24+31.0 { �8' L T ) P. �Z 'BEGIN WALL EDGE OF a Ws=❑t' 23+f0.0 PAVEMENT r . SVP £L6ME 2 LIJ kNfO]- .1.4+96.0 (19'LT & 8'RT) � •. r;'END'.WALLS Lu 'N544 24+46.46 PT 1 W EGIN 260:1 LANE 'TAPER (14'LT) NS-04 27+10.25 PC END 260:1 LANE ILn TAPER (15'LT) + r4 25 NS-04 LINE v 4. N2p.g6.5p.,E l f5 1 2 3 . � 12' 12, ❑ _._ EDGE OF _ -J PAVEMENT 4 9• Jy• y. 4 SEE SHEET CH13 FOR S . 21 • T • 21 N • R . 4E. W . M . DEVIATION NOTES: 1 CONTINUATION OF WS-01 LINE CHANNELIZATION NW-0 12+25.00 PCC -��-� Eu1 EVALUATE UPGRADE •1 - APPROVED XX/XX/2007 SEE SHEETS CHl3-CH17 FOR BEGIN 25:1 LANE �.• •+«�,,,, `"'-• ...- " VERTICAL SAG CURVE DESIGNED FOR SR 1B CHANNELIZATION TAPER (12 L-Tzk-tl 'a _ '�"°' kr °�"" - z+COMFORT" PER WSDOT DM 630. 03(2). NS-04 26+50-29+10. +00.•00•-PCCF~� „K"_`y O DEVIATION 11 - APPROVED XX/XX/2007 yY - PORTION OF SUPERELEVATI ON RUNOFF NE-01 19+20.19 PCC` T^ x . • r.___ - " 'TAPER r 5.;L] i" . r +� -� = t• ON TANGENT ADJUSTED TO 43% (WN-01 ) NE- O1 LINE ��x``" ,. ��[ � � ,:r±! 1 1'21+19.4 (5.G-.'L l:v�°�""' AND 44% (WS-01). THE DESIRABLE STRIPING TRANSb(tlN �' """ �� YV`" .: PERCENTAGE PER WSDOT DM 642.08 IS 707. _ r1� - WS-01 2B+10-29+10. f .`'w - •- ^' .. ;;��1 NW-01 i3*5.7:3"�... p r _'+ STRIP}�G--TRANSI.iION 4O DEVIATION •4 - APPROVED XX/XX/2007 EDGE OF•� _ PAVEMENT ~ � ��+ 2 FOOT HIGH OBJECT HEIGHT USED FOR STOPPING SIGHT DISTANCE CALCULATION. r 1 WS-01 27+48.0 (25'LT) `` % l ' f ES-01 22+00-47+00. ENO WALL f C�� 2 `l ,F NE-0l 19+47.0 DEVIATION 17 - APPROVED XX/XX/2007 (47'RT) END WALL i' PROPOSED 12' SPECIAL USE SHOULDER x WN-01 11+ 60.6 �•, 1 'sF PER WSDOT DM I050.04(3)(c). ?: STRIPING TRANSITION [ WN-01 30+71-34+17. { NE-01 20+29.8 (O'LT/RT) ► ` % STRIPING TRANSITION 1 :7 WE-01 21+19.2 (8.4'RT) WN- 0l 12+20.0 ( 19' L T )j STRIPING TRANSITION ] BEGIN WALL ' NE-01 11+57.4 NE-01 12+73.0 STRIPING NE-01 21+61.75 PT/POE BEGIN WALL TRANSITION E •,'fs (47'RT) , II I NW-01 1H+07,00 PTr Ld _ NS-01 10+00.00 POB LW 496+61.47 (80.31`LT) C`'1 ) I �; [ 1: { ! t 1} EDGE OF NS-04 29+59.95 POE= i, PAVEMENT LW 498+61.42 1 ('• 1 $g# ` (65.31'LT) 4'1 ' NE-01 NE-01 10+00.00 PC/P08= 12+18.38 LW 499+61.47 (79.8'LT) [ PCC STRIPING TRANSITION p� BEGIN 33:1 LANE TAPER 117'RT) +, k iF OF 1�1 4 it IE>dE� T NS-01 I2+50.0 a (12.5'LT & RT) y `t END 33:1 LANE TAPER 'R C5•'45 E 15' 1 •. NS-04 29+01.8 (15 LT)INS-01 11+66.7 (15'.RT) 57RIPING TRANSITION BEGIN 33:1 LANE TAPER MATCH LINE. SEE SHEET CH06 NOTES: 1. DESIGN MATRIX 2. INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (1-5 MAINLINE. SR 18 MAINLINE) 50 mph (ES-01) 45 mph (NS-01) 40 mph (NS-04, WS-01) 30 mph (WN-Ol, NW-01) 25 mph (NE-01) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POS = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT FAVFMFNT MARKING LEGENDT �1 WHITE EDGE LINE 9D STOP LINE �2 YELLOW EDGE LINE 10 CROSSWALK LINE 3 WHITE LANE LINE �l WHITE DOTTED WIDE LINE V WHITE WIDE LANE LINE (5 WHITE DROP LANE LINE (6 DOUBLE YELLOW CENTER LINE WHITE DOTTED EXTENSION LINE TWO-WAY LEFT -TURN CENTER LINE FILE NAME 4:\2004\fopwt-04-064\cpdd\0 n\c-05r1.d n TIME 2:46:04 PM RE No. sTATL FED.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY vu DESIGNED BY K.PITERA N JOB UMER Y-8742 ENTERED BY N. VU CHECKED BY J. JIMENEZ CONTRACT N0. LO[A*lON N0. PROJ. ENGR. B. NESOrrr REGIONAL ADM. D.bYE REVI5117N DATE BY EDGE OF 1 PAVEMENT r 39 1 } EDGE OF 1 3 . r Nk-01 LINE 15• PAVEMENT � f , N20-❑2'23"E ( i f 2 a NS-01 LINE 5 F r' A< + 12.5' p l 11 N14'15'05"E ' 12.5, 'n _ o 10, .T _ �'.L11 LINE •- _ Ar Y. - --- - -- 505--- - --. .. _.- -•- -- --_ _. .. _ 12' - i` f NI To - -5 CURVE DATA P.l. STAT108 DELTA RADIUS TANGENT LENCTH S NE-01 it+11.99 31'16.51• RT 400.00• 111.99' 218.3B• 8.0X RE-01 191'28.45' RT 210.00' 701.81' 10.0% HE-01 20*44.78 34.36 06• RT 400.00' 124.59" 241.5V 8.0Z MN-01 18+53.44 122.55 08' LT 464.00• 653.44' 955.57' 6.0% NS-04 27+95.91 06.31'45 LT(500.00' 85.56' 170.94, 6.OX NW-01 I5+68.46 68.27'25" LT 424.00• 28S.46' 506.99' 9.0% ES-01 32+99.93 38'kl'50 RT 900.00- 311.63• 600.00 9.OX BFniA [NaIwI%I%INc- 33301 9THAVENl1E SOUTH FEDERAL WAY, WASHINGTON 98003-2600 VOICE:(2061431-2300 FAK (2O6)431-2250 AdElk 'I_ Washington State partment of Transpor WSOOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date 1-5 SR 16l SR 18 0 50 100 SCALE IN FEET MP 140.80 TO MP 142.77 1 P 0 ` I NIP 34.15 TO MP 34.61 MP 2.42B TO NIP 0.92 1-5 CHUS SR 161 /SR 18 INTERCHANGE IMPROVEMENTS SHEET KING COUNTY SEPTEMBER 2007 OF CHANNELIZATION PLAN SHEETS CUR DATA P.1. STATION OELTA I RAOIUS TANGENT LENGTH 5 SW-01 I1-88.40 03.50'25" RT 300G.00' 100.58' 201.08' 5.01 SW-01 239.Oa'09" RT 226.00' 942.73 9.07 23.OB.09 03- , 60000' S3.46" 106.64' 9.075W-01 WH-01 18+53.44 122.56'08" LT 464.00' 653.44' 995.57' 6.0% WN-01 25+00.56 19'O6'39" LT 30110.00' 505.01' 1000.63• 3.OY ES-01 45-52.35 32.13'57" RT 901).00' 506.31' 9.0% ES-01 32*99.93 65.58"54" RT 1015.00" 658.92' 1168.97' 9.0% 5E-01 27+64,12 ;; 6.0' 493.7" '1.-- NW-Q2 49.96.I3 3788''S5401TT R 9Q0.00-31.6 3' 660206..503 0 9.0iIl'5 NW-02 4 29'47'48" RT 1000.00.205 7.0% LE 494+95.5 BEGIN 22:1 LANE TAPER (24 RTI BEGIN SHOULDER TAPER (34.1'RT) NOTES: S. 21. T. 21 N. R. 4E. W.M. 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: 1-1. DIVIDED MULTILINE PAVEMENT MARIc[RO LEOENO: 3. DESIGN SPEED: 70 mph (I-5 MAINLINE, SR 18 MAINLINE) WHITE EDGE LINE 50 mph (ES-01) 40 mph (SE-01), NW-02) 2� YELLOW EDGE LINE 30 mph (WN-01 25 mph (SW-01) (3 WHITE LANE LINE 4. DESIGN VEHICLE: WB-67 WHITE WIDE LANE LINE 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS WHITE DROP LANE LINE 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT DOUBLE YELLOW CENTER LINE MATCH LINE, SEE SHEET CH05 .......... .. .. ..... _.--_ E5�01 �5+s�.30 PT -500o lz' 495 12 LE LINE U - - - - 12' LE 495+39,4 C14-T'RT1 w. 12 - - - - END SHOULDER TAPER - m _ ., �.. EDGE -OF- -- -�_.�-.-- _- - _ PAVE1dEN7 ---• LE 497+58.'5 C36 'RTC .. w 12.5' ENO 22:1 LANE TAPER 5 -� L - 47=C 4'=1lf Sr-'ol � - STRIPING TRAr45[3.40N. LINE. BEGIN ORi1P LANs: LINE C (24'RT) + In 2 m rr 'r �f.' �, �'•�•Spy01 1 r �2 WN-01 19+95.57 PCC J SE-01 21+05.20 PC Q i♦ -, r'� f + � 1� 3 Cn N `ay+ \ �•� 1 i uj � C.) l + 1 ` ��. `+`\\��` tz{ i SEE SHEET CH14 FOR .� CONTINUED SE-01 AND :\ \ ^�\ �♦ ti'- ES-OI CHANNELIZATION WSOOT R/W �,frs :•:..` �`���• Mfrs ,`,, ;, \ , �, � , �;;� ti • \ � LANDSCAPE AREA , ti `ti r "-----•� ` ro WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date FILE NAME f:\2004\fcv TIME 2:46:09 PM DATE 9/12/2007 PLOTTED BY Vu DESIGNED BY K. PITERA ENTERED BY N.VU CHECKED BY J.JIMENEZ PROJ. ENGR. B. NEBEITT RFGIONAL ADM. D.DYE REVISION DATE \ 10 IWASI JOB MGM Y-8742 CONTRACT NO. EDGE OF PAVEMENT -'y {4 1 � I 11 1 l 1 , 1 �l 1 EDGE OF PAVEMENT it " ES-01 42+92.30 PC 1 . 2) , "Z" --1012- . - 112'N1. (D WHITE DOTTED EXTENSION LINE 8 TWO-WAY LEFT -TURN CENTER LINE LI STOP LINE 10 CROSSWALK LINE I1 WHITE DOTTED WIDE LINE 5W-01 12+138.90 PCC_ END 40:1 LANE TAPER (17'RT1 M DEVIATION NOTES: O4 DEVIATION 14 - APPROVED XX/XX/2007 2` OBJECT HEIGHT USED FOR STOPPING SIGHT DISTANCE CALCULATION. ES-01 22+00-47+00. LE 5064-25.4 (24'RT) STRIPING TRANSITION Sw-0i I3+14.3 STRIPING TRANSITION ea 47" - -- - --- ._ .. ._ Y R ;... - - -- Sk-0I L IHE - EDGE OF - - - I - PAVEMENT �- SW-01 10+87.80 PC - N- + 7. (19'LT&B'RT) uj _ N BEGIN 4011 LANE TAPER (12'RT) BEGIN WALLS w SW-01 10+00.00 POB= LE 503+08.47 (24.1'RT) 1 .1 WN_01 LINE ' EW-0I 28+31.5 1 11 END 25:1 LANE TAPER (16.9'LT} i END SHOULDER TAPER (18.9'LT) SW-Ol 23+38.27 PT/PO = EW-01 29+31.62 (5.9'LT) STRIPING TRANSITION BEGIN 25:1 LANE TAPER (15'RT) BEGIN SHOULDER TAPER (23'RT) SW-01 22+81.6 (15'RT) 1 END 25:1 LANE TAPER 4 SW-01 22+31.60 PCC ' BEGIN 25:1 LANE TAPER (17 RT) EW-01 30+77.5 WILT) STRIPING TRANSITION �1 21+93.0 STRIPING TRANSITION 20 EW-01 32+31.92 YT BEGIN SPIRAL w r4 In + + Go ) I T 1 Inn • J EDGE OF �' r PAVEMENT r U i fjr3 2 EDGE OF SEE SHEETS CHO7 & CH14-CH17 �' PAVEMENT,) FOR CONTINUATION OF NW-02 LINE CHANNELIZATION SEE SHEETS CH13-CH17 FOR SR 1B CHANNELIZATION 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 PLO 1 1 SR .AID PROJ.NO. � SR181 MP32.15TOMP 0.9 nIAH MP 2.428 TO MP 0.92 CH06 SE� 1 / F N4INEFNI �. �. -/� SR 161/SR 18 Washington State INTERCHANGE IMPROVEMENTS SHEET LOCATION ,M• Department of Transportation KING COUNTY SEPTEMBER 2007 of DATE CHANNELIZATION PLAN SEES ID P.E. STA8P% rt TIME 2 46:15 PM nQ. DATE 5/12/2007 10 WASH PLOTTED BY Vu DESIGNED BY K. PITERA Joe SUMSER 74 Y-8742 ENTERED BY N. Vl] - CHECKED BY J.]IMEIVEZ csp11s1A[r W6. PROD. ENGR. B. NEBBITT o L'r T nMAI AnIA. D- DYE REVISION DATE BY CURVE DATA P.I. STATION I DELTA I RADIUS I TANGENT I LENGTH I 5 NS-01 24+43.20 p2°00'S6" RT 3200.00" 56-29�'6 ' 4.pY. WN-01 25+OO.SB 19°06'39'" FIT 3000.00' S05.01' 3.0% NW-02 49+96.13 2'9°47'48" RT 1000.00" 266-055' 7.0%NW-0255+63.53O6°47'30" RT 30p0.0Q' I7B.022' 4.0% DEVIATION NOTES: DEVIATION 17 - APPROVED XX/XX/2007 12' PROPOSED SPECIAL USE SHOULDER PER WSDOT DM 1050.04(3)(c). WN-01 30+71-34+17. S. 21. T. 21N. R. 4E. W.M. ` LANDSCAPE AREA z, NW-01 22423.3 WSDOT R/W .'. STRIPING TRANSITION NW-01 27+44.70 POE 7. EDGE OF NS-01 26+00.0 (0 LT/RT) PAVEMENT NS-01 20+80.0 (12.5'LT) BEGIN 20:1 LANE TAPER (15'LT) �3, •y �. STRIPING TRANSITION NW-01 25+28.8 END 20:1 LANE SHIFT (0'LT) NOTES 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 45 mph (NS-01 35 mph (NW-02) 30 mph (WN-01, NW-01) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-I.60-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT ` N1-01 23+37.0 END WIDE LINE NS41 26+52.5 (12.5'LT) 1 BEGIN 20:1 LANE SHIFT ENO 20c1,:rtANE TAPER L.) � EDGE OF a8 f5' •;� •:,•i' -, PAVEMENT HS-01 33+68.3 2' _ t °". HW"01 25 NS-01 26+49.7 (12.5'RT) STRIPING 4 1 3 TRAN51T1ON to' LT/RT) 00 •'• p 0 4'Rp --. ."°•,.4.. '..-. LINE STRIPING TRANSITION END WIDE LINE (12.5'RT) 3 4 2 NJ9'2'13"E 25 t2.5 lMrO1 LENE'' •- - - - ---- 12.5 NS-01 LIRE 3 u w 12.5' N14•I''Shaa:;E - - -____._-_.__ __ - -_ -L2.5_-_.N16'_i6'_01"E-- w -. - NS-O)- 23tB..6.94 PC NS-01 24+9--4 P - - - _ -- --- - 5, ---- _ -- -- - -- _ l2 -- _ 10 - - 51 - - - - 520 - - - _ - - - - - - - - _- _-Lu Ul 12 - �? - -- - --- -510-- -- --- -- -- - -- -- - -- ••-- --- LW LINE 12• 6 12' EDGE OF N13.58'35" E .. v _ - -. - .. - .- - - - - - - - i2; p12- - -. - -- --- - - -- - - - --- - - PAVEMENT - - - - - -- + l2 1+1 12' 0O 12' 4 14 tn U7 1 .. _ _ _ - LE 516+25.1 (24'RT) LE 520+63. E25:1 LANE TAPER ND 0 a (48 RT) ~ N .- LW 515+10.0 (24'LT) 1- 5 a H- STRIPING TRANSITION STRIPING TRANSITION V) 3z 12' J 'I 12' . �- ,- - --- - 520 - - '. _ 2 12' 510 - - - - - - - - - - - - - �15 - - -- - - - - LE LINE .- V N 13' 58 35"F✓ - - _. 12 _ 1.2 ca -- -- (12 LT) - _ _ ---- ----- - --- - - a [?END - WN 01-30+71.-2 -----'-_ WN-Ol 33+42.0 (25'LT) __%WN-01-35+37.2 - 7 - lENO S}(DULflE'R-T 4PER �- . r::� - '1' -- INE - -- SHOULDER TAPER ( 24 LT ) END WALL _ l - 1 - y-42 L BEGIN SPECIAL USE SHOULDER EDGE OF PAVEMEN.T.'•" 12' l2' OT.11 p4"£ N NW-02 57+46.49 PTIPOE= 3 LE 522+88.1 WH-01 30+71.2 2 12 i5 35 3 4 LE $19+88.13 (35 LT1 BEGIN 25:1 LANE TAPER [4B'RT1 END 2 :1 LANE APER(12 LT1 1' STRIPING TRANSITION(12'LT) END LANE LINE (36'RT) BEGIN . SHOULDER TAPER(16'LT) 12 N07, ••'q" WN-01 35+50.97 POE= NW-02 53+90.58 PC BEGIN 25:1 LANE TAPER(15'RT)FEDERAL WAY CITY LIMITS 4, 12' 19"0 5 12' A 4 EDGE OF NW-02 52+55.49 PT PAVEMENT ICI-NG_CO..-L-1MI-T-S----- ----------- - -- STRIPING TRANSITION __ -------` - LE 53+T9.6 (12'LT) r•',. WN-41 34+1T.3 :L (24TY- STRIPING TRAN5ITION 2 WN-01,29+96:.2'PT BEGIN SHOULDER TAPER i $EGIN 25 WLANE END SPECIAL USE SHOULDER r APEFj. 5 LT) WSDOT R/W NW-02 51+87.0 (•23;RT) , END WALL i r f WN-01 33+5k.2PAVEMENTMARK N STRIPING TRANSITION tJ WHITE EDGE LINE WHITE DOTTED EXTENSION LINE EDGE OF PAVEMENT STOP LINE YELLOW EDGE LINE �8 TWO-WAY LEFT -TURN CENTER LINE r ,.4 'NW•02 43+9T.3 (23'RT) WN-01 33+51.0 SB'RT) END WALL STOP LINE BEGIN WALL V WHITE LANE LINE V NW-02 50+55.9 0 WHITE WIDE LANE LINE 10 CROSSWALK LINE rirr �.LL r / NW-02 47+35.4 PC STRIPING TRANSITION WHITE DROP LANE LINE 11 WHITE DOTTED WIDE LINE ❑ti DOUBLE YELLOW CENTER LINE %ir O O00 I •'ir SCALE IN FEET r I-5 MP 140.80 TO MP 142.77 PL T a E NAME f:\2004\fal>wt-04-064\cadd\d n\c-07r1.d n SR161 MP34.15TOMP34.61 NEcsDH STArE FED.AID PROJ,NO. Agob., SIR 16 MP2.42BTOMPO.92 15 CH07 BERRGER/ABAM LOCAITON H0. 333018TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 96003-2600 VOICE: (206) 431-2300 FAX (206) 431-2250 o.t. STAMP BOX -/r Washington State Department of Transpor SR 161 /SR 18 INTERCHANGE IMPROVEMENTS SHEET KING CC<1JNTY SEPTEMBER 2007 OF CHANNELIZATION PLAN SEES S. 21. T. 21 N. R. 4E. W.M. a LANDSCAPE AREA - _. _ _._.�._._._._. ._ _ _ - - - -4 - - - - - - - - - - _._._._._._._ - - - _ _ - - - __-_.___._._._.---•-•--•-•-•-•- - - - ----•---•-•-•-•-_--._._.�._:_._.-._.--._._._._._.-._._.ti WSDOT R/W M NS-01 36+80.01 POE= LW 528+41.3 (24' LT) LW 525+41.29.(23.92'LT) STRIPING TRANSITION G LW 525+04.2 46'LT) BEGIN 25s1 LiANE TAPER (12.5'LTl x BEGIN SHOULDER TAPER LW 525+Sq,O 3 5 1 4 2 H END 25:1 LANE TAPER (36'LT) Lu END SHOLKIDER TAPER (46'LT) EDGE OF PAVEMENT 3 10 N ,. �_iz_5~-.Ns-al-•>:rNE----rz:s• - 12 - -- -- -. _ .. _ __ - - - __- ��..:. �����:._.�._�_r-�.:.�,�.__=_.-.�._._.____..... t�-•---------�_�.._._.___----__--_w___M.._.___M_.-.�___.-...._.(z; W - - - -530 --------- -- _..12;- --535 •- - -- - - -- - •- - •- - �- - -12� u: 19;fi=t_ HI6'}6...OI...E-525 12 - i .. - - - - - - - - - LW LINE - - - - 12 v a12'' ^ - - -- - = - - - - - - - - .. - - - - - - .. _. N13°58'35�E .. .. - - .. - .. - - - - ._ r - - - I2 In IT a 12' Go P+i 12' d 10' a I-5 r t1'1 3 1 12' 4 lz -525.._. - - - - L1 LE HE 12' N 13.58 35='E _- Ir - - -- - - - -- -- -- ----- 490-r LE 525+88.2 END 25:1 LANE TAPER (36'RT) END SHOULDER TAPER (46'RT) +38.4 (46'RT) 3 12' J 12 L5] -- -• - _�_ .. -- ----• --535 --- --- ---_ --- • -•-- •--- --- --- ts, x - - l2' A- - - - - - - - - - - - `12' --- - -- --- - - - -20'= EDGE OF PAVEMENT LE 536+45.7 END LANE LINE (24 RT) BEGIN 50:1 TAPER (36'RT) -._ KING CO. LIMITS.... .... ----------------------- --------------------..-_---- ------ -- - - --- ----I - - - - - - -- - -- _- WSDOT R/W rr - - - - - - - - - - - - - - ----.�._.�.- _.�T--------•-------------------•-•-•-•---•-•-•-•---•-•-•- - - - - - --._._..._._._.-__.----------------- LANDSCAPE AREA 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1. DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 45 mph (NS-Ol) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT DEVIATION NOTES: O DEVIATION 12 - APPROVED XX/XX/2007 THE PROPOSED AUXILIARY LANE HAS A LENGTH OF 1050'. THE DESIRABLE AUXILIARY LANE LENGTH IS 1500' PER WSDOT DM FIGURE 940-9c. LW 525+90-536+45. PAVEMENT MARK N N 01 WHITE EDGE LINE YELLOW EDGE LINE 3 WHITE LANE LINE 4D WHITE WIDE LANE LINE 5 WHITE DROP LANE LINE 6 DOUBLE YELLOW CENTER LINE FILE NAME f:\20041,f0Dwt-04-064\cadd\d n\c-O8rl.d n TIME 2s46:20 PM __ r+FNo. sr►rE FEO.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY vu DESIGNED BY K. PITERA as NUN4N Y-8742 ENTERED BY N. VU CHECKED BY J. JIMENEZ c9N rx.cr Na. L(1G1TI0N N0. PRO,}. ENGR. B. NEB8ITT Rrr.?nNA1 AOM- D_DYE REVISION DATE HY LIER4GEER/A8A11'1 E IIE I II! F�1 INC. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 96003-2600 VOICE (206)431-2300 FAX:(206)431-2250 7 WHITE DOTTED EXTENSION LINE TWO-WAY LEFT -TURN CENTER LINE 9 STOP LINE 10 CROSSWALK LINE 11 WHITE DOTTED WIDE LINE P.E. STUD 9Oz WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Dote ENGINEERING MANAGER Approved Date 1 ANIkk M!/ Washington State Department of Transpnr 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 PLOT] SIR 161 MP34.15TONIP 34.61 SR1B NIP 2.42B TO MP 0.921 1-5 CH08 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN SHEET 8 OF 18 SHEETS S. 21. T. 21N. R. 4E. W.M. S. 16. T. 21N. R. 4E. W.M. 1, I S -• _ rlY, 1 �t .T LW 542+92.0 (23.8' LT) ;;• �rf ENO 20:1 LANE TAPER MATCH EXISTING ROADWAY � 1 - LANDSCAPE AREA ) x' - - ---------- - - - - -- - - - - - - - LW 540F52.0 (35.9'LT) •1 BEGIN 20:1 LANE TAPER u END DROP LANE LINE (23.9�LT) EDGE OF PAVEMENT 12 .,._ -5 4 0 - END PROJECT I-5 MP 142.77 LE 543+00.00 LW 542+96.-00- WSDOT R/W- , - ---- _....-_..._ --- ----- - _..� --...._.... .... .... ._- �._......._.__....... �- ......._ .._ _ r - 12' +.. _!. i 545 .. LW LINE - 550 12' ± , 12' _+ ) N 13' 58' 35" E . .. _ + 1 I v 10 _ - .}% ;��rr�----___----.-. -____--_.L-- ---_-___._--___--_____--_.-.__--- ..- ______--_.-- _. _-_-_.---_.. 1 1---------- - - - -••-- - - - - -- -- - - - ------ 12' -V&- 12' - -- -- 540 --- - - --- -- -- 12'±- 12, EDGE OF PAVEMENT LE 542+83.3 (23.3' RT) END 50:1 LANE TAPER MATCH EXISTING ROADWAY FEDERAL WAY CITY LIMITS -ICING_CO-:-LIMITS_ _i _ __,__• -- _--- -- -- ---------- - 545 •• LE LINE _ _ - - - - - - - - - - -- �- �- -- -- N13.56'35" E _ _ - _ _ _ _ _ _ _ _ _ _ - - - -- -- - �i .."1 Y 1 j- i l� i , ii� --------- - ----- _ _--------- LANDSCAPE AREA WSDOT - -'- - - - -'- - - - URBAN CORRIDORS OFFICE REGION 1 - CHANNELIZATION PLAN 1 LANDSCAPE AREA .'�� '1- _.- �'- EAVEMENT T HARKING LEGEND_: AREA TRAFFIC ENGINEER NOTES: �l WHITE EDGE LINE /� V WHITE DOTTED EXTENSION LINE 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 1 YELLOW EDGE LINE 0B TWO-WAY LEFT -TURN CENTER LINE Approved Date 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE i. WHITE LANE LINE STOP LINE 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) ENGINEERING MANAGER 4. DESIGN VEHICLE: WB-67 ^ V WHITE WIDE LANE LINE 10 CROSSWALK L[NE 5. SEE STANDARD PLANS M-1.20-00 THROUGH MARKING DETAILS M-1.80-00 FOR PAVEMENT 9Q WHITE DROP LANE LINE CD WHITE DOTTED WIDE LINE Approved Date 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS DOUBLE YELLOW CENTER LINE 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT FILE NAME f,%2004\fopwt-04-064\coddNd n\c-❑9r).d n TIME 2:46:25 PM '�G1pN sT" FED.AID PROJ.NO. DATE 9/12/2007 10 WASH PInTTED BY vu DESIGNED BY K. PITERA '0B°ER Y-8742 ENTERED BY N.VU CHECKED BY J. JIMENEZ - CONTRACT 110. LOCATTO7t Ha. PROJ. ENGR. B.NEBRM Rrr.TnNlAe ADM- D. DYE REVISION HATE I BY f?&R' a R1ABMA •t I.o .9E�; I0c. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 80003-2600 VOICE:(206)431-2300 FAX(206)431-2250 AML TWO Washington State rtment of Transpor I-5 SR 161 8 WSDOT R/W 0 50 100 SCALE IN FEET MP 14:i.80 TO MP 142.77 MP 34.15 TO MP 34.61 SR 1 MP 2.42B TO MP 0.92 I-5 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN PI OT[ CH09 SHEET 9 18 SHEETS CURVE DATA P.I. STAT(pN DELTA rUA[US TANGENT LENGTH 5 NS-05 ()+97.6G 33'(6'37' LT 265.00, M.19' 153.91 9,0x LE 47Q+T1.69 !Q'01.45- _Tj 7639.7I• 57D,35' 1337.27 1.5% L1f 47D+86.T5 f0'01'40" L7 T639.71" GTG.40' 1337.27' 1.5Y. S. 28. T. 21 N. R. 4E, W.M. SEE SHEETS CHOI-CH09 FOR I-5 CHANNELIZATION ti \ •L C BEGIN PROJECT SR 161 MP 34.15' NS-03 13+44.00 NS-03 15+30.0 (50'LT) 1 �j BEGIN WALL ` 6' 4 3 .5 '-tllr S _-__.�_} _ LI, HS-03 LINE _ ls`� 10 N25'46_.20 NS-03 10+00.00 P08 _�_ _ 11 + _Ra4'_-- --- --- ---------------Y- - I; �------�--- -�..... _...... _... k5-03 13+44.0 �- i NS-03 14+68.0 WILT) 6 3 MATCH EXISTING PAVEMENT 13 vRT & L.T)-./' ENO WIDE LINE MATCH EXISTING SIDEWALK (37.5.'RT &rLT) BEGIN WIDE LANE LINE (6 LT) f NS-03 (6+08.0 BEGIN CENTER LANE W RT) f{ STRIPING TRANSITION (6'RT) MSDOT BEGN LANE LINE (17'RT & LT) ;I 11 ' BEGIN TWO-WAY LEFT -TURN URBAN CORRIDORS OFFICE REGION :1+' )) CENTER LINE (6'LT) O* t) CHANNELIZATION PLAN 1§;rl AREA TRAFFIC ENGINEER f i 1`)IIii Approved Date ; i I? 1 WSDOT R/W ll� ENGINEERING MANAGER WSDOT R/W .S I. f Approved Date s NOTES: 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 PAVEMENT MARKING LEGEND: 2. HIGHWAY CLASSIFICATION: 1-1, DIVIDED MULTILINE ^ V ^ 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) V WHITE EDGE LINE WHITE DOTTED EXTENSION LINE 50 mph (ES-01) YELLOW EDGE LINE 45 mph (NS-03/SR 161) (I)TWO-WAY LEFT -TURN CENTER LINE 40 mph (NS-05) �3 WHITE LANE LINE (a) STOP LINE 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT 4D WHITE WIDE LANE LINE 10 CROSSWALK LINE MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS (5 WHITE DROP LANE LINE 11 WHITE DOTTED WIDE -LINE 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT /1 DOUBLE YELLOW CENTER LINE FILE. NAME f:\2004\favwt-04-064\cold\d n\c-IOrl.d n TIME 2:46:31 PM asaul surf FED.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY vu DESIGNED BY K, PITERA 4OB ""'�" Y-8742 ENTERED BY N.VU CHECKED BY J. JIMENEZ WMIR.CT NO. LOCATION NO. PROJ. ENGR. B. NEB8I77 RCCIONAL ADM. D.DYE REVISION DATE BY BERLF" �t1�A E Xa 1 0 J EXI INC. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 9B003-2600 VOICE:(206)431-2300 FAX:(20B)431.2250 •� � I irins� r+lY�. _CURB;, ,mot AND S NS-03 21+70.0 (33'LT) BEGIN CURB AHD GUTTER NW-03 21+76.0 BEGIN EDCE LINE (33 LT/35.5 R' / NS-03 21+49.0 (33'LT) BEGIN LANE LINE (I7'RT/LT) END CURB AND CUTTER BEGIN CENTER LINE (6'RT/LT) STOP LINE (6' LT TO 28'LT) NS-05 10+00.00 POB= NS-03 21+00.60 NS-03 22+86. STRIPING NS-03 20453.0 TRANSITION END TAPER ;6'RT/LT) 3 19+53,0 (33'LT) N TAPER LT) NS-03 19+71.0 T/RT) BEGIN WALL n� 50'LT) ►��,srri� �� �cw.��wi��.,tcY •-,,\ � NTS�IDEWALK' (37.5.'F� 1Z 40'R 6EG I N ` B' PDEWAI.K• 9' RT,) CURB, G T .�, \ EX9:-LANE- Lf,F ( T RYALT) AND SIDE' .', `. \ ND\CENTER Lti E WRTA IV. .�• 5�lO♦P;'7NE S6' Tti 0 SCR �� ` ��,',, . • .END QRB AND, G -T �k45' RT) ti P-L. STAMP BOX AMk GP m Washington State partment of Transpor \-74 R a 66.5' R 1 u7 2 3 10 :sA NS-45 10+94.0 J BEGIN WALL (33.2'LT) U 66.5'R a NS-05 11+19.41 PC I°� sWSOOT R/W •�4 NS-05 12+72.32 PT SEE SHEETS CH03 FOR NS-05 CHANNELIZATION 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 01 U I I SR 161 KIP 34.15 TO MP 34.61 SR16 MP2.42BTONIP 0.92 CH70 I-5 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN SHEET 10 OF 18 SHEETS S. 29. T. 21N. R• 4 E■ W.M. INTERSECTION DESIGN WILL CURVE ATA STATION DELTA RAO1115 TAMCE#IT LENGTIi S BE APPROVED IN TRIANGLE pg+k5.8D ar•14'k�' RT 2864.69' iB3.26' 366.02'PHASE 2 PROJECT. SEE CH18 55+06.34 D9.65'35" RT 2865.00' 227.82' 454.64' FOR INTERSECTION CHANNELIZATION A, NS-07 10-00.0 POS MATCH EXISTING PAVEMENT (17'RT & LT) NW-03 7+52.1 MATCH EXISTING STRIPING (12'RT & LT) h MATCH EXISTING PAVEMENT (53 RT & 17'LT1 MATCH EXISTING SIDEWALK (23.•RT & LT) ^� MATCH EXISTING STRIPING (48'RT TO 12'LT) 3 MATCH EXISTING SIDEWALK (59'RT & 23'LT) I6Ty . 1 9 6 10 S' r Ar NS-03 28+53.5 NS-03 26-12.0 (50'LT) END 7:1 LANE TAPER (18'LT) ENO WALL END 35:1 LANE SHIFT (18'LT) yk y BEGIN WIDE LINE (6'RT) NS-03 24+33 ( 6' LT 1 1 J ❑ ' •. �•' •., v®®QQ WSDOT R/W BEGIN 35:1 LANE SHIFT NS-03 27+32.55 PCC J� pp ydJ� 3 END SPIRAL 3 $ pp 29 .' QQ 6 B 6 I 1 1 END PROJECT -6.5 ' - -- - 9 96:1d' � � lam.."'•.- NS 03 32«78.57 PC SR 161 MP 3 4 e61 7.. NS-03 37+33e25 5 6 LINE - - - .. ` .. .. 3Q II a ` ��.I2 - o !2 CURB . GUTTER, •_ r(zs46zD w - - - _a N}g•p3;!•3, 5 8 AND SIDEWALK a 1 B i :' a 72.5�l• gcjyl�;i$;OS+w S4 3 8 CURB, GUTTER. i 6 3 1 AND SIDEWALK 4 fI• QQQQ 0 _ NS-03 26+83.0 I1 aQ. !) _ NS-03 25+82.55 PC BEGIN 7:1 LANE TAPER (6'RT) WSDOT R/W g :j 5 IO 3 BEGIN SPIRAL STRIPING TRANSITION- fi, (6•RT & 9'LTl y' � NS�03 30+98.57 PT � � S• , ID 1 5R 1 161 r 4 NS-03 31+89.57 A.P. 8 WSDOT R/W 1 S J f �y 3 NW-03 10+00 PO$= NS-03 31+86.60 WSDOT R/W P.I. N5-fl3 H5-03 Q j NW-03 12+85.8 BEGIN 15:1 LANE TAPER (12'Ll) BEGIN 20:1 LANE TAPER (24'RT) BEGIN SHOULDER TAPER (W LT) $yF�T1 '.4 IL '• S. 28. T. 21N. R. 4E, W.M. NOTES: PAVEMENT MARKING LEGEND: 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 �j WHITE EDGE LINE WHITE DOTTED EXTENSION LINE 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE 3. DESIGN SPEED: 45 mph (NS-03/SR 161) YELLOW EDGE LINE r8 TWO-WAY LEFT -TURN CENTER LINE 30 mph (NW-03) 4. DESIGN VEHICLE: WB-67 WHITE LANE LINE �9 STOP LINE 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT L/ WHITE WIDE LANE LINE 10 CROSSWALK LINE MARKING DETAILS LJ 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS WHITE DROP LANE LINE 11 WHITE DOTTED WIDE LINE 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT G) DOUBLE YELLOW CENTER LINE F 1 LE NAME t:\2004\•FaAWt-04-064\cadd\d n\C-(Ir1.d n TIME 2:46:37 PM REBIu� NO. STATa fED.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY vu DESIGNED BY R. SCHURMAN JOB NUIBEB Y-8742 ENTERED BY N.VU BY J. JIMENEZ CONTRACT AID* LOCATION Poo. QED OJ. ENGR. B. NEBBITT REGIONAL ADM. D.DYE REVISION DATE I BY DEVIATION NOTES: 30 DEVIATION 13 - APPROVED XX/XX/2007 SHOULDER WIDTH REDUCTION TO 4 FEET ON RAMP. THE DESIRABLE SHOULDER WIDTH PER WSDOT DM 940.05(4) IS 8 FEET. NW-03 10+60-12+81. BERGER/ABAM WAP Washington State =01 M AVENUE SOUTH Department of Trunspor FEDERAL WAY, WASHINGTON 960032600 VOICE: (206) 431-2300 FAX (206) 431-2260 OA1F P.E. 5TA1P BOi NS-03 37+33.25 POE MATCH EXISTING PAVEMENT (33 RT&57 LT) MATCH EXISTING STRIPING MATCH EXISTING SIDEWALK (39'RT&63'LT) WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Dote ENGINEERING MANAGER 0 50 100 Approved Date SCALE 1N FEET I_8 MP 140.80 TO MP 142.77 P L_ O T 1 SR 161 MP 34.15 TO MP 34.61 SR18 I-5 MP 2.42B TO MP 0.92 CH11 SR 161 / SR 18 INTERCHANGE IMPROVEMENTS SHEET ation KING COUNTY SEPTEMBER 2007 01 CHANNELIZATION PLAN SEES CURVE QATA P.1. STATION DELTA RADIUS TANGENT LENGTH S INW-03 17+92 66 T4.26'27" LT I430.00'I 326.63• 1 558.(371 _8_0% NOTES: 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE PAVEMENT MARX LNC_LsCEN_41 3. DESIGN SPEED: 70 mph (I-5 MAINLINE) 50 mph (ES-01. NS-06) WHITE EDGE LINE 45 mph (NS-03/SR 161, NS-06) YELLOW EDGE LINE 40 mph (NS-04, NS-05) 30 mph (NW-03)3 WHITE LANE LINE 4. DESIGN VEHICLE: WB-67 �4 WHITE WIDE LANE LINE 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT /� MARKING DETAILS L/ WHITE DROP LANE LINE 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS (1 DOUBLE YELLOW CENTER LINE 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, ��JJ AP = ANGLE POINT S. 28:. T. 29N. R. 4E., W.M. x U r w w x w w V1 N7 NW-03 LINE S81i'38'51"E 1S' 1 3 z 4 a w � w J x U a � 1 �I WHITE DOTTED EXTENSION LINE �8 TWO-WAY LEFT -TURN CENTER LINE STOP LINE 10 CROSSWALK LINE 11 WHITE DOTTED WIDE LINE FILE NAME =:\2004\favwt-04-064\04dd\d n\c-l2r-l.d n TIME 2:46:43 PM KENO' slut FEO.AI❑ PROJ.NO. No. DATE 13/12/2007 10 WASH PLOTTED BY vu DESIGNED BY K. PITERA 1 NUR Y-8742 ENTERED BY N. VU CHECKED BY I JIMENEI cpN:w[T N0. LOCATION NO. PROJ. ENGR. B. NEB8ITT Prat nNAL ADM. D.DYE REVISION DATE BY 7 NW-03 19+42.0 W LT) BEGIN WALL NS-05 22+42.8 [14'LT,) STRIPING TRANSITION NW-03 I8+72.4 (15'RT) STRIPING TRANSITION EDGE OF PAVEMENT NW-03 14+66.03 PC ENO 15s1 LANE TAPER (O'LT/RT) END 20:1 LANE TAPER (15'RT) END SHOULDER TAPER W LT) WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date BERG4ER BAM [NN I At I I ( A C, 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON NOG3-2600 VOICE: (2061431-23D0 FAX (206) 431-2250 f5 SEE SHEETS CHOI-CH09 FOR I-5 CHANNELIZATION — 1-5 MP 140.80 TO MP 142'77 SR 61 MP 34.15 TO MP 34.61 SR 1MP 2.42E TO MP 0.92 I-5 PLOT 1 CH12 CAP SR 161/SR 18 Washington State Department of Transportation INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 SHEET u2 SEES CHANNELIZATION PLAN CUR DATA P.I. STATION I DELTA I RADIOS TANGENT I LENGTH NE•01 20+44.78 3d•36'OB' Ri 400.00' 124.59' 241.56' 050% NE-01 210.00 1 Nw-Ol i1.SG.13105.43'47• LT 3000.0 1650.11- 3000 .O0Z% 15.88.46 682T Z5LTINW-LT 6701.01' 4 SD6.59 9.0X w5-01 3I*46.95 75-72- 57' LT 450.00 236.00' 434.7i'l 6.0% DEVIATION NOTES: ODEVIATION '1 - APPROVED XX/XX/2007 PORTION OF SUPERELEVATION RUNOFF ON TANGENT ADJUSTED TO 44%. THE DESIRABLE PERCENTAGE PER WSDOT DM 642.08 IS 70%. WS-01 28+10-29+10. O6 DEVIATION '6 - APPROVED XX/XX/2007 DECELERATION LANE LENGTH OF 126' PROVIDED. 265' DESIRED BY WSOOT DM FIG 940-10. WS-01 33+45-34+72. BEGIN PROJECT PAVEMENT MARKING LEGEND: 0 WHITE EDGE LINE (2 YELLOW EDGE LINE WHITE LANE LINE �4 WHITE WIDE LANE LINE �5 WHITE DROP LANE LINE -\ DOUBLE YELLOW CENTER LINE EW-01 10+19.83 MATCH EXISTING STRIPING (4.3',16.3'.28.3'.40.3'RT& 6.7',17.7',31.T'.43.7'LT) EW-01 12+49.61 (29.9' END 4:1 LANE TAPER SR 18 MP 2.42B EW-01 11+93.5 (43.8'LT) n BEGIN 4:1 LANE TAPER E W- 01 10+00 0 00 1 . EDGE OF I, S. PAVEMENT IS 4 S. 21. T. 21N. R. 4E. W.M. WHITE DOTTED EXTENSION LINE 8 TWO-WAY LEFT -TURN CENTER LINE STOP LINE 10 CROSSWALK LINE I1 WHITE DOTTED WIDE LINE WSDOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date WE-01 15+98.6 (15.8'RT) STRIPING TRANSITION 4.3 (7.1'LT) LANE SHIFT WE-01 15+13.99 (6. T) STRIPING TRANSITION BEGIN EXISTING LANE TAPER EW'01_ LINE W .' 12' 8 • 15�I~ ; ' WS-01 37+.96: 78 - POE== - _ r � 12' I.WE-01 d -{f'J' - ; I0+¢2'.35 [J%T3 RT7 - 10> 12 ME-01 LINE I' MATCH EX[ST1NE'STRIPING - 'IV -----^F _ I110'& 11'RT1/ ---- ,J 2 or !!Z!V 5 Z N S-0I 34 +34. ~ IWS-01 36+291:21 GIN WIDE L �j I IMATCH:EXI5TING STRIPING (12 LTI WS-01 3 1 1 I II MATCH: EXI1.4TING PAVEMENT (20'LT) END 502 • V: 1 1 l I I 1! i 11 4+20.6 (12'LT) I LANE TAPER WS-01 33+45.56 PT BEGIN 50:1 LANE TAP (13.5'LT) STRIPING TRANSITION (O'LT/RT) l i I I I I1 NOTES: WS-01 1 I I ! I1 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 STRIP 2. HIGHWAY CLASSIFICATION: 1-1. DIVIDED MULTILINE i 1 ( 3. DESIGN SPEED: 45 mph (SR 18 MAINLINE) I I 11 40 mph (WS-01) l I 30 mph (NW-01) ' I 1 25 mph (NE-01) r1�<"I jl 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT NW-01 10+00.0 eulyUkl = EW-01 17+76.08 (10.9'LT) STRIPING TRANSITION 6 (10.5'RT) LANE TAPER EW-01 16+44.0 BEGIN WALL �(34.5'LT) {. LANDSCAPE AREA I clj� I I I NW-01 12+25.(I L12';LTY' I BEGIN 251I:LANE TAPE I WSDOT R/W 1 I g 1 1y. I NW-0 13+QO.d PCC EW-01 19+70.2 (16.51RT1 1! ENO 4511 I,1ANE TAPER (15 LT) END 20.1 LANE SHIFT =l I I } y i j j1 r I • l I p I E EW--b1 19+90.1 (IT'LT) j 11 i 5TRMIN •.TRANSITION 1 Q 1 } {I j I! 1 I I; Nld_01'44+74.9 + ? STR'IPIN9,TRANSITII I � _ J i1 I r � i • ', r. •. j r ? i i PAVEMENT a, ` rriiiifi ir�rrrr rrr.rr•• . rrrrr.rrr.r. ii .I �`-.."�, NW-01 18*85.0 v W�%•`, NO WALL i30'LT) SR-18 ----- --_ EDGE OF �;=. •-1 PAVEMENT 2 3 Yy, "-Ol 30+50.0 �TRIPING TRAN! 1('S -01 28+83.' _ EDGE OPe,;,_ _'END",50:I LAN: ry"•';xc,� PAVEMENT •yRzV WSOOT R/W � FILE NAME f:\2004\fapwt-04-064\cvdd\d n\C-13r).d n TIME 2:46:48 PM A;NO.61a1 sun FED.AID PROJ.NO. DATE 9/12/2007 10 WASN PLOTTED BY vu DESIGNED BY K. PITERA JOB N1lEER Y-8742 ENTERED BY N. VU CHECKED BY J. JIMENEZ CUNTwr No. LOCATION NO. PROD. ENGR. B. NEBBITT RFGIONAL ADM. D.DYE REVISION DATA BY .9 (13.5'RT) , a, 4 ANSITION , WS-01 29+10.85 PC ENO 25:1 LANE TAPER •( 13.5 LT) wS-01 28+58.8 BEGIN 25:1 LANE TAPER (12 LTI END SHOULDER TAPER (20'LT) BERG 1ABAM [ N; l[ E E R 3 I N C. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 96003-2600 VOICE: (206) 431-2300 FAX (206) 431_2250 tru -.- _--- NC_nl14 PCC- to+an_ - - - - - T/RT) RT )J'`f Washington State Iment of Tronsoor P a dE-01 21+19.2 STRIPING TRANSI (8.4'RT) JE-01 20+29.8 STRIPING TRAIN (O'LT/RT) NE-01 19+64.0 147'117) 2 END WALL If 1 t EDGE OF $ PAVEMENT 0 50 100 SEE SHEET CH05 FOR SCALE 1N FEET CONTINUATION OF CHANNELIZATION I-5 MP 140.80 TO MP 142.77 P L O T! SR161 MP34.15TOIMP 34.61 SIR 18 I-5 IMP 2.42BTOIMP 0.92 CH13 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS SHEET ationl KING COUNTY SEPTEMBER 2007 1OF 3 18 CHANNELIZATION PLAN SEES CCC CUCCTC rwnl-runs FnG 50 mph (ES-01) 45 mph (NS-01, SR 18 STA 10+00 to 28+4B) 40 mph (SE-01, NW-02) 30 mph (WN-01, NW-01) 25 mph (SW-01) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS Q YELLOW EDGE LINE Q WHITE LANE LINE T WHITE WIDE LINE WHITE DROP LANE LINE DOUBLE YELLOW CENTER LINE TWO-WAY LEFT -TURN CENTER LINE STOP LINE 10 CROSSWALK LINE 11 WHITE DOTTED WIDE LINE FILE NAME f.\2004\fapwt-04-064\codd\dgr)\c-14r-l.don TIME 2:46:56 PM RE„a01 STATEFED.AID PROJ.NO. DATE 9/12/2007 10 M ASH PLOTTED BY VIA DESIGNED BY K. PITERA J08 mnostg Y-8742 ENTERED BY N.VU CHECKED BY J. JIMENEx CONTRACT X6. LOCar19X >o. PROJ. ENGR. B. NEBBITT a1 r,1nNAL ADM. D. DYE REVISION DATE BY ES-01 AND SE-01 CHANNELIZATION /000� BERGER/ARAM E [ 4 14 x Aa 1 X C. 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 961)(13-2600 VOICE: (206) 431-2300 FAX (206) 431-2250 DEVIATION NOTES: 007 ING 007 E T NH-02 41+83.20 78.55'41" RT 600.00 493.91' 826.53' 9.0Z SE-01 27+64.12 65.55 54" RT 1019.00' 658.92 1168.87' 9.Ox SW-0[ 1+68.4 03-50'25" RT 3000.00 100.58 201.99' 8.0x SY-01 239.00 09' RT 226.00' 942.73' 9.0% Yf- l0'10'60" AT 600.00' 53.46' 106.64' 9.0% WE-01 40+47.36 9.48' " LT 1933 S 4. 4 65. % Ek-01 40.32.21 29,48'0 " LT 1pa% 502.11.47' AMIL �/A Washington State -tment of Transpor 0 50 100 SCALE IN FEET 1-5 MP 140.80 TO MP 142.77 P L 0 1 1 SR161 MP 34.15 TO MP 34.61 SR 18 I-5 MP 2.42B TO MP 0.92 CH14 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS SHEET KING COUNTY SEPTEMBER 2007 1OF 4 CHANNELIZATION PLAN SEES DEVIATION NOTES: 5O DEVIATION 85 - APPROVED XX/XX/2007 SUPERELEVATION RUNOFF PERCENTAGE IN TANGENT IS 66%. WSDOT DESIGN MANUAL REQUIRES TO%. ES-01 54+92-57+72. NOTES; 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-l; DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (SR 18 MAINLINE) 50 mph (ES-01) 40 mph (SE-01) 30 mph (NW-02) 25 mph (NW-04) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80=00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS T. POS = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT r f /r rr � rr i PAVEMENT MARK - WHITE EDGE LINE 2 YELLOW EDGE LINE 3� WHITE LANE LINE WHITE WIDE LANE LINE WHITE DROP LANE LINE b� DOUBLE YELLOW CENTER LINE S. 21. T. 21N. R. 4E. W.M. �T WHITE DOTTED EXTENSION LINE �S TWO-WAY LEFT -TURN CENTER LINE �9 STOP LINE ]0 CROSSWALK LINE lI WHITE DOTTED WIDE LINE FILE NAME f:\2004\fa0wi-04-064\cadd\d n\C-15r1.d n TIME 2:47:02 PM ItENO. srATE FED.AID PROJ.hO. N0. DATE 9/12/2007 10 WASH PLOTTED BY vu DESIGNED BY K. PITERA JOB NU Y-8742 ENTERED BY N.VU CHECKED BY J. JIMENEZ CONTRACT X0. LOCATION N0. PROJ. ENGR. B. NESBITT RPr.l nNAL ADM. D. DYE REVISION DATE BY BE RGIREAM X C. .� 33301 STIR AVENUE SOUTH FEDERAL WAY, WASHINGTON 99003-2WO VOICE:(208)431-2300 FAX:(206)431-2250 Qi4t CURVE A7A A.I. STATION SE-01 41.05.49 Of L TA 29'24 29 LT RAO10S 2000.00' iAH GENT 524.8R' LENGTH 1026.53' S S.04 NW- 04 12+06. 8 32'3Y OI" LT i88Q.44' 206.78- 411.08' 6-0% 2-04 15+05.73 05754'10" LT le22.00' 93.8V 187.50- 6.07 NW- 4 7+ .0 01'O9'40" LT12200.00' 123.62' 247.24 2.0Y. ES-01 51+36.67 05'21'28" LT 1260.00 58.96' 117.82' 6.0x ES-01 54+33.29 22-2448" LT 1200.00' 237.75' 469.43 8.0R NW-02 34+50.88 2S'1942" RT 1187.50' 245.15' 483_50' 8.07.. NW-02 41.83.20 78'55'At" ;ITBOO.00' 493.97' 826.53 9.Ok EW-91 40+32.21 29'48'02" LT 7887.00' 502.10' 981.47' 1.SX YE -al 40+47_38 29'41 ". LT 1933.00' 514.34 1005.39 1_5% w7ffl Washington State Department of Transpor NW-04 19+50.0 (4'RT) LD Z J x U H 0 50 10(0 SCALE IN FEET 1-5 MP 140.80 TO MP 14-, , P L Q T 1 SR161 MP 34.15 TO MP 34.61 SR18 MP 2.42B TO MP 0.92 CH75 1-5 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN SHEET 15 OF 18 SHEETS CURVE DATA P.I. STATION DELTA RApiUS TANGENT LENGTH 5 NW-07 15+34.03 20.29'40" Ri 200fl.00' 361.56' 715.39' 11.0% HW-04 24+63.55 14.48'1T" tT SD0.00 77.95' 155.04' 5.0% 2W-D4 29.69.71 16'49'36 RT Nil,; 92.00' 182.6T' 6.07 HW-D4 32.73.61 OS')4'5(" L71 I =,00' 1 45-83 91.59' 1.07, SE-02 (B.99.39 14.52.36" RTJ 1000.00' 130.56 259.65' '1.0% PAVEMENT MARKING LEGEND; �1 WHITE EDGE LINE 2 YELLOW EDGE LINE L/ WHITE LANE LINE (4 WHITE WIDE LANE LINE (5 WHITE DROP LANE LINE 6T) DOUBLE YELLOW CENTER LINE SE-01 50+64.16 POE= WE-01 51+20.23 (24'RT) NOTES S BEGIN SHOULDER TAPER (22.5'RT) 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (SR 18 MAINLINE) 50 mph (ES-01) 40 mph (SE-01, SE-02, NW-02)) 25 mph (NW-04) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT S. 21. T. 21N. R. 4E. W.M. <J WHITE DOTTED EXTENSION LINE �B TWO-WAY LEFT -TURN CENTER LINE �9 STOP LINE 10 CROSSWALK LINE 11 WHITE DOTTED WIDE LINE FILE NAME f.\2004\fcDwt-04-O641�,cadd\d rT\C-16r1.d n TIME 2:47:07 PM No STATE FED.AID PROJ.NO. DATE 9/12/2007 10 WASH PLOTTED BY Vu DESIGNED BY K. PITERA '10 B 111)JI150 Y-874742 ENTERED BY N.VU CHECKED BY J. JIMENE2 sa,Teaci 118. LOCATION Na. PRDJ. ENGR. B. NESBITT RFr:TONAL AOM. D.DYE REVISION I DATE BY NW-04 29+54 (23'LT & 4' BEGIN WALLS STRIPING TRANS[ DEVIATION NOTES: ut EVALUATE UPGRADE -1 - APPROVED XX/XX/2007 VERTICAL SAG CURVE DESIGNED FOR "COMFORT" PER WSDOT DM 630.03(2). NW-m 14+7n - 1s+?o BEdGER ARAM i Y f 1 I K C• 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 96003-2600 VOICE:(206)431-2300 FAX(20B)431-2250 P.L. STRIP BOX SE-02 21+13.58 POE MATCH EXISTING PAVEMENT (14.5' LT & 20.5' RT) MATCH EXISTING STRIPING (12.5' LT/RT) A Washington State iment of Transaor r tD J 0 50 100 SCALE IN FEET 1-5 MP 140.BO TO MP 142.77 F Ll l SR 161 MP 34.15 TO MP 34.61 C.,8 MP 2.42B TO MP 0.82 1-5 CH16 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CHANNELIZATION PLAN SHEET 16 18 SHEETS S.21. T. 21N. R. 4E. W.M. S.22. T. 21 N. R. 4E . W.M. EDGE OF PAVEMENT.:-01 ":NIV=02 10+00..00 Pp13 - � � =�[i� %� ,•...- Cv MATCH -'EXISTING PAVE MENT'(4:5I L,& 3'kTF� ,(} 1ltATCH _JEi�FFNG�-STRTPt�1G,.(15' RTT' 15• = �:i, i EW-01 69+20.8 6 l�_0 ,3,w A' „py�� r,' -61 81+70.$7 POE= END 25:1 LANE TAPER (24'LT) 3B' P� EW-01 69+�Q;p3 (1Z'LTI END SHOULDER TAPER (34% T) S34' i v . f•����``.. ;•. EDGE OF PAVEMENT ram, Ew-0. 68+70.3 .ra 'Lr1 EW-01 69+45.9 (12'LT) BEGIN SHOULDER TAPER, " BEGIN 70:1 LANE TAPER ES-01 78458.0 (0'I:T/fil) EW-pi 69+45.9 (24'LT1 STRIPING TRAN51PTUN "BEGIN 70:1 LANE TAPER BEG IN 25:1 LANE TAPER f12.5'LTv Ew-fll END WIDE LINE (12.5'RT) BEG[N''J gH, 1 14 ...�� • r EDGE OF Ew-01 70+0. J WSDOT R/W EW-0) 73+69.4 END 7.:1 LANE TAPER MATCH EXISTING STRIPING (6.4'&18.5'LT / 5.1'&16.9'RT) 1`.L T/RT } END 70:1 SHOULDER TAPER PAVEMENT BEGIN 70:1 LANE TAPER --- - - - MATCH EXISTING PAVEMENT h. F/ EW-01 i0+1I 4(l 'RT -_�^ . - - -- - --. , _=-2$_A_'_LiY -- 2 1 BEGIN 70:1 LANE TAPER 1 2 ~ 4 IZ'-------_ --- MSS•-07'S2'"E- ----- - a 12• ._ _ _ ���. �- 4--- IZ EW-01 LINE N I - _-= --- ------,�--- __ �_ --- --•• I°Z - -- �7 - N52'Sp`26"E _ _--- ------ 0 i Y3�--�;_ - ---- --- - --- i2 -- --' --01 L1------ - -- -- - - -- :'rf0 __ - - -------i�___---N52'S0__ - - m- -- - - - - - - - - - _ - - 10 - - -- - V EDGE OF :• PAVEMENT WE_01 65+57.0 (47.8,RT) END WALL NOTES L- 01 69+51.2 BEGIN 70:1 LANE TAPER _ - (12'LT / 0'&12'RT) BEGIN 70:1 SHOULDER TAPER `_ �- (22'RT) <`�:01 T3 1-1.8 it 2'CT1` " WE-01 68+50.7 (22'RTI WCH EX-I5TING•5TRIPING END 50:1 LANE TAPEREND'`76: i 'LANE TAPER WE-01 67460.4 (22'LTI _ - WE'01 73+32.8 (5.5 LT) MATCH EXISTING BARRIER MATCH EXISTING STRIPING END 70:1 LANE TAPER 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 2. HIGHWAY CLASSIFICATION: I-1. DIVIDED MULTILINE 3. DESIGN SPEED: 70 mph (SR 18 MAINLINE) 50 mph (ES-01) 40 mph (NW-02) 25 mph (NW-04) 4. DESIGN VEHICLE: WB-67 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT MARKING DETAILS 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS. 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING, AP = ANGLE POINT FILE NAME f:12004ifo TIME 2:47.12 PM ❑ATE 9/12/2007 PLOTTED BY vu DESIGNED BY K pITERA ENTERED BY N.VU CHECKED BY J.JIMENEZ PROD. ENGR. B. NEBBITT REGIONAL ADM. a.SYE REV EAKL4N7 MARK rNG .i c� (1 WHITE EDGE LINE (2 YELLOW EDGE LINE L/ WHITE LANE LINE 4� WHITE WIDE LANE LINE (5 WHITE DROP LANE LINE O6 DOUBLE YELLOW CENTER LINE -11�17 FED. AID P ]0 WASH JOB NUMBER Y-8742 Lib1TR11CT NO• C.=At1ON -- _.--------- ~11.8'±------------------------------------------ -____-- -- 1 - --------------------------•----------•----------------- - - -11.6"----------------------------- ----- - --___- -_---- ----11.8't`---------__---�•------•-----------------------_------ _ _ T--------- %-----,----T----"T __^_-__._•___. -� _ WE-01 73+64.5 (16.1.'RT)--- -- - ��- - ND-701T-SHOULDER TAPER_.------ -:-END=�pRO�l�ECT MATCH -EXISTING PAVEMENT WHITE DOTTED EXTENSION LINE G� TWO-WAY LEFT -TURN CENTER LINE (D STOP LINE 10 CROSSWALK LINE 11 NLYWHITE DOTTED WIDE LINE .No. /067 BERGER i i�A$4M [ R t 1 N C. 33301 MAVENIE SOUTH FE0ERALVgyWAS1lrotG(aN $M0 L.MM VCECE: M)g1.2:= FA:'")431.22W W£-01 73+47 (6.3'RT END 70:1 LANE TAPER WSDOT R/W SR 18 MP 0.92 EW-01 74+50.00 WE-01 74+80.46 WSOOT URBAN CORRIDORS OFFICE REGION CHANNELIZATION PLAN AREA TRAFFIC ENGINEER Approved Date ENGINEERING MANAGER Approved Date 7ii Washington State •trnent of Transportati 1-5 SR 161 SR 18 0 50 100 SCALE IN FEET MP40S.OTOMM7 PL�TJ MP T34 POPMOM -5 SR 161 /SR 18 INTERCHANGE IMPROVEMENTS KING COUNTY SEPTEMBER 2007 CH17 SHEET 17 OF 18 SHEETS STNNo CHANNELIZATION PLAN S. 29. T. 21N. R. 4E. W.M. 4,11 WSDOT N5-p7 1❑+Op-00 POB NW-03 6+28,❑ NW-03 7+52,1 URBAN CORRIDORS OFFICE REGION BEGIN LANE LINE (12'RT & LT) 2O END EDGE LIN£ (361 T/P4'LT} BEGIN EDGE LINE [36 RT/24 LT] END LANE L[NE (24T/12'RT/12'LT) BEGIN LANE LINE (24'RT/12'RT/12'LT) CHANNELIZATION PLAN BEGIN CENTER LINE (0'RT/LT) 2� BEGIN CENTER LINE (0RT/12') BEGIN 6:1 TAPER (12'RT) B END CENTER LINE (0'RT/LT) 3 .wjy MATCH EXISTING AREA TRAFFIC ENGINEER MATCH EXISTING I0 S. STOP LINE (12'RT TO 50'RT) NOTES 1 Approved Date 6 ti 1. DESIGN MATRIX 2, INTERSTATE INTERCHANGE AREAS, ROW 2-12 SJz %y 41rE SIDEWALK RAMP 74 R ` 2. HIGHWAY CLASSIFICATION: I-1, DIVIDED MULTILINE ENGINEERING MANAGER 3. DESIGN SPEED: 45 mph (NS-03/SR 161) S S 1 l.. (a 30 mph (NW-03/NS-07) Approved Date 4. DESIGN VEHICLE: WB-67 4'S_` 5. SEE STANDARD PLANS M-1.20-00 THROUGH M-1.80-00 FOR PAVEMENT 3 NW-03 B+Si.2 = MARKING DETAILS 2J■ 6 '1£ 6 S •- • ,. - NS-0T 12+59.4 POi 6. SEE STANDARD PLAN M-2.20-00 FOR GORE AREA MARKING LAYOUTS CURVE DATA 7. POB = POINT OF BEGINNING, POE = POINT OF ENDING. AP = ANGLE POINT ". Y.• (r0❑ P.i. ST►rtnre DELTA RADIUS TANGENT LEHGIH ; 29+15.80 07•;9'i4' RT 2854.68' 183.26• 36S.a2- q,SY. END 6 10TAPERJ? 0 O 115-03 35+06.39 09'a5 35'" RT 2d65.0a' 227.8�' 45�.69 4,5x NS-03 30+53 ENO 6:1 TAPER - ••� ' STRIPING TRANSITION (45'LT) (24'RT) J2• Q X 10µ 4�4 BEGIN EXISTING BUS PULLOUT (45 LT1 ❑a END 6:1 LANE TAPER (55'LT) NS-07 11+49.1 S 9 ❑ NS-03 30+07 END LANE LINE (24 RTC) E 0 7 H0J x9 •• BEGIN DOTTED WIDE LINE (45'LT) END CENTER LINE STOP LINE (0' RT/LT TO 24'RT) SIDEWALK RAMP99 £ NS-03 29+25 32'R (i r NS-03 33+93.0 BEGIN 6:1 LANE TAPER (45 LT) BEGIN EDGE LINE (52'LT1 3 90.14' B0'R BEGIN LANE LINE (40'LT/29'LT/17'RT) �' BEGIN CENTER LINE (18'LT/G'RT) STOP'L,INE (18'LT TO 52'LT) ❑ -`10 �,�C-•'�� 1�•NS-p3 ,,` '- _ T8.57 PC•. 11 ~ NS-03 30+98.57 PT p ,Op;P ;� ,_ NS-03 34+T1.5 i'6'•RT/18'LT) •• '4n, •• STRIPING TRANSITION -.. RL 03 L1N ` O '•�. SEE CHI1 FOR CONTINUATION E 30 11' p ••• NS-03 33+72.0 (33'RT) OF NS-03 CHANNELIZATION 1 c____j SIDEWALK RAMP 0 6' END DOTTED WIOE.,LINE 1 1 12 O �02.R 9 0 V Ia. CURB, GUTTER, -•� O - _ 0 $ I AND SIDEWALK klfi•03.13 M 07 4 11. D c� � 72. 9 6 3 II 59• 12. s I D p _ _ _ � WSDOT R/W %S' 8' 60'R zv - 11' B NS-03 31❑ 1 Q N19.••15'09"W Sf� END EDGE 11 NE (28'RT/40'LT/45'LT) END LANE NE (17'RT/6'LT/29'LT)- 5 �% 3S END WIDE LINE (6'RT) 1 � ❑4"' � �f/ --�� ••.. 11, _ END CENTER LINE (18'LT) G 24 STOP.LINE (18'LT TO 28'RT) SEE CH11 FOR CONTINUATION END,EXISTING BUS PULLOUT (45'LT) - 10' 3 OF NS-03 CHANNELIZATION NS-03 31+03.5 ENO CURB AND GUTTER 133 RT) f• P • - S. 28. T. 21 N. R. 4E. W. M■ SIDEWALK RAMP 9 =eat:' l 11 + NS-03 31+39.6 .3. aa+ i 40'R �AENT MARKJNG LFGFN �' END SIDEWALK (54 RTj p"� y• NS-03 31+91.0 NS-03 33+28.0 NW-03 I0+58.0 } BEGIN SIDEWALK BEGIN 6:1 LANE TAPER (43 RT1 �( WHITE EDGE LINE WHITE DOTTED EXTENSION LINE BEGIN EDGE LINE f24 RT/13'.5 LT) 2 , �� ` (57.5'RT) STRIPING TRANSITION (33'RT) BEGIN LANE LINE (12'RT1;% END EXISTING 10'; BUS PULLOUT (,33'RT) YELLOW EDGE LINE 8� TWO-WAY LEFT -TURN CENTER LINE END WIDE LINE (0'RT) �1 SIDEWALK RAMP WSDOT R/W STOP LINE (24'RT TO 13;5'LT) NS-03 32+31.Q'' NS-43 33+92,00 3 WHITE LANE LINE 9) STOP LINE / STRIPING TRANSITION (28 RT) END 6:1 LANE TAPER (33 RT1 �4 WHITE WIDE LANE LINE 10 CROSSWALK LINE 'ry NS-03 33+08.0 BEGIN 5' BIKE LANE (28'RT) END 8' SIDEWALK (41'RT) 3 BEGIN CURB AND GUTTER [45' �5WHITE DROP LANE LINE WHITE DOTTED WIDE LINE RTI BEGIN EXISTING 10' BUS PULLOUT (33'RT) BEGIN 6' SIDEWALK (39'RT) I1 O DOUBLE YELLOW CENTER LINE WSDOT R/W NS-03 31+88.57 A.P. SEE CHI1 FOR CONTINUATION NW-03 10+00.00 P09= 0 25 50 OF NS-03 CHANNELIZATION NS-03 31+86.60 SCALE IN FEET !FILE NAME f:\20O4\#avw#-04-D64\cadd\[( n\o-IBrI.CI n TIME 2.47.18 PM DATE 9/121200T M s'arr FED.AID PROJ.NO. 1-5 MP140.80TOMP142.77 PLOTI PLOTTED (3Y vu SR161 MP34.15TOMP34.61 IO WASH $�R�aERI�/ili� SR18 I-5 MP2.42BTOMP0.92 CI-118 DES I GNEO BY R. SCHURA4AN E N •� P � .. ENrERED Br N. �u '7°� ""'°E" ■iiil. SR 161 / SR 18 CHECKED sr J. alnnelv�x Y-8742 Washington State INTERCHANGE IMPROVEMENTS CaNTRACT N0. 4aCaTIiJK M0. SHEET J. ENGR. 8. NE861TT 33301WHAVENUE SOUTH ❑epartment of Trolnsportation KING COUNTY SE?TEMBEA 2007 is REGIONAL ADM. 0. DYE MERALWAY, WASI•GNaTON M=-26DD 18 REVISION DATE er CHANNELIZATION PLANOF �.E. STup SOK SHEETS EXIRST NG i FILE NAME f•'\20 EX R/T1 NG I i I 125' (RIGHT-OF-WAY) 6' S' 12' 11' 11' *12'-24' Y RIGHT SB SB RAISED J " TURN THRU THRU MEDIAN 3 LANE LANE LANE w I o 0 I Ln x V) EX NG RS/W i I 11' 11' 5' i 6` i NB NB THRU THRU o s I LANE LANE 0 o w p i x � N I i *VARIES TYPICAL SECTION A (SR 161 SOUTH OF 352ND STREET) NTS *450' (RIGHT-OF-WAY) 10' 12' 12' 12' 12' 12' 12' 10` 30' 10' 12' 12' 12' 12' 12' 12' 10' w SB SB S"RAMP SB SE SB o �zQ LouHOV THRU THRU THRU THRU NB7P- ON-RALANE THRU THRU LANE THRU LANE THRU LANE HOV LANE w o� w LANE LANE LANE ! LANE ! LANE"p p > w = p o -*VARIES TYPICAL SECTION B (I-5 NORTH OF SR18) NTS *450' (RIGHT-OF-WAY) 14' 4'*0'-20' 8' 14' 14' *6' 12' 12' 12' 12' 12' 10' 30' 10' 12' 12' 12' 12' 12' 12' 10' i 359TH 359TH w DIVIDED w SB SB GORE SB THRU SB THRU SB THRU SB THRU SB HOV D- o pz o� a NB HOV NB THRU NB THRU NB THRU NB NB THRU OFF -RAMP Of o L' OFF OFF -RAMP o MfOIAN p ON -RAMP ON -RAMP LANE LANE LANE LANE LANE LANE LANE LANE LANE LANE Jo p J J j >m ? ^Uf A! w *VARIES TYPICAL SECTION C (I-5 SOUTH OF SR18) 11 u, 2:47:22 PM - -- -- REGION NO. STATE 9/12/2007 10 WASH 3Y vu BY R. SCHURMAN avb NUMBER BY N. VU BY J. JIMENEZ CONTRACT NO. IGR. B. NEBBITT ADM. D.DYE REVISION DATE I BY NTS FED.AID PROJ.NO. /07) BERGER�ABAM E N e II N o. L13CATIOR NO. 333018TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003-2600 VOICE: (20B) 431-2300 FAX (205) 431-2250 P.E. STUD EXIRSTING i I i Amhk. 1-5 CHCOI MPSR 161 /SR 18 Washington State INTERCHANGE IMPROVEMENTS SHE.IET Department of Transportation F CHANNELIZATION CROSS SECTIONS SHEETS S. 21. T. 21N. R. 4E. W.M. BEGIN CONSTRUCTION ' l SR 18 I i SR 18 RW 12+71.72= 1 = EW-01 10+00.03 (18.70' RT)= WE-01 10+00.00 (17.37' LT) 1 16 RW LINE I 1 I1 V 1111 I�I I I 1 I V III 1 VI II ,,I III II I I DRAINAGE NOTES V 1 FOR PROFILES OF ROADWAY DRAINAGE PIPES AND DITCHES,SEE SHEETS DP1 THROUGH DPB II 1 2 FOR POND GRADING AND DETAILS SEE POND DETAIL SHEETS PG1 THROUGH PG10 3. DITCHES WITHOUT QUANTITY TABULATION CODES ARE QUANTIFIED IN THE EARTHWORK FOR ROADWAY EXCAVATION INCL HAUL. 4. MEDIA FILTER DRAIN LINETYPE REPRESENTS THE BOTTOM LIMIT OF THE MEDIA FILTER DRAIN BED - SEE DDt FOR DETAILS 5. BRIDGE DRAINS SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE BRIDGE PLANS FOR EXACT LOCATION G. FOR UNDERDRAIN CONNECTION INVERTS AND DETAILS SEE SHEETS DD5 AND DD6 7, SEE SHEET DD9 FOR 34BTH DITCH GRADING DETAILS. I gT - ST �D 410 - 348TH DITCH GRADING (SEE NOTE 7) EW-01 LINE WE-01 11+20.3 BEGIN DITCH V3 Q D 348TH DITCH {iW04 _ - - - - - p (SEE NOTE f� �1 I) I1 II I� 15 15 WS-01 26+80 1 2 BEGIN MEDIA FILTER DRAIN . - ST LEGEND EXISTING NEW EXISTING NEW WSDOr RIGHT-OF-WAY RETAINING WALL m m m LIMITED ACCESS ///////// MEDIA FILTER DRAIN EE - EDGE OF PAVEMENT -------- SWALE ••��••--- CURB AND GUTTER - . - • - - POND - - - - -- STORM DRAIN PIPE - ST - - - ST — GRATE INLET -C ED UNDERDRAIN PIPE - UU - - - UD — BRIDGE DRAIN .. B CULVERT = = "= CATCH BASIN .� ❑ DITCH • , —� —� MANH%f _ O STREAM - OHW — OILNVATER SEPARATOR " STREAM BUFFER • • • • • • • • • • STREAM NAME 0016A WETLAND �; I. _'. _1 RIPRAPIQUARRY SPALLS AiR jo WETLAND BUFFER •••.•••.. QUANTITY TABULATION CODE O OR QA$eatt1e1Y0041FAPWr-04-0641CADD%D i1M009.d n TIME 11:26:21 AM RENIOON STATE FED.AID PROJ.NO. DATE 31112010 10 WASH PLOTTED BY schunnan DESIGNED BY W. SCNt1RMAN JOB NUMBER 09A802 ENTERED BY N. VU CHECKED BY J. JIM NEz CONTRACT NO. LOCATION NO. PROD. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY BergerABAM DATE P.E.LTAWv BOX w// Washington State Department of Transportation SR 18 \ WS-01T TEMPORARY WALL C) 8Mr Z m C3o Ul m m m I 0. �� •4 ` OO) /fir-, r RESUBMITTED MAR 0 3 2010 0 50 100 CITY OF FEDERAL WArALE IN FEET ntj!Mill�t DEPT. Plot 1 1-5 PUN REF NO SR 161/SR 18 D9 INTERCHANGE IMPROVEMENTS SHEET 475 OF DRAINAGE PLAN 1198 SHEETS 330 325 320 315 310 305 300 295 290 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 330 325 320 315 310 305 300 295 290 WS-01 25 + 00 310 305 300 295 290 285 280 275 WS-Ol 29 + 00 300 �-� !IIlili IIIIIII 11111 f I I II i Illilll! 111111111 llll 11!! llllkllll 111 1 III II IIIII II llllll I[ll 1 ] ] III IIIIIii �I IIIIII 300 2 i 295 95 290 - -- - -T------ ------ - - -- 1--- __ ____- ------ 290 285 285 - - 280 — 280 _ i 1III11111 i1!llil I E E EEI WHIM II 1I IIIIIIII II IIIII! II IIIIIIIII-II !! I IIII!IIII.IIIIIII I ffl[11111i!II!IIIII !f![IIIII. IIfl1 Ifi IIIIIIIII IIIIIIIIf IIIIIIII �1��� 275 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 N 2 6 2010 CITY OF FEDERAL WAY r- �n�-Ol 10 � 0 BUILDING DEFT. SITE PREPARATION NOTES: 1 REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC) PLANS FOR SILT FENCE,CHECK DAMS AND OTHER WATER POLLUTION CONTROL DEVICES 2 REFER TO THE EXISTING UTILITY PLANS (UT) PLANS FOR THE LOCATION OF EXISTING UTILITIES ONSITE 3 REFER TO THE DRAINAGE PLANS (DR)AND STRUCTURE NOTES FOR REMOVAL OF EXISTING DRAINAGE STRUCTURES 4 REFER TO THE SIGNING PLANS (SN) FOR SIGN REMOVAL. EXISTING CULVERT TO REMAIN 17 5 SEE ENVIRONMENTAL COMPLIANCE PLANS (ECP)FOR THE LOCATION OF HIGH VISIBILITY FENCING- 6 REFER TO THE ILLUMINATION PLANS (IL) FOR ILLUMINATION REMOVAL 7 REMOVE AS PART OF THE LUMP SUM ITEM "REMOVAL OF STRUCTURE AND OBSTRUCTION". SEE THE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS" B. SAWCUT LINE TO BE LOCATED 1 FOOT INSIDE EXISTING EDGE OF PAVEMENT UNLESS OTHERWISE NOTED 8. SEE QTABS FOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED. 10. REFER TO WATER MAIN (U) PLANS FOR ADDITIONAL QUANTITIES SEE SliEej Sp10 MAlcv, 94T ---•- -- - - - - IJ E SHEET sPD1 � ]j '[' _ 1 -- I / t J t r�j BEGIN • ' _j/,y1"._ EXISTING CULVERTS p \ . �t ��y�.� "f_ • i� NHG PAi ��IIP7E � `� ly "' •'4 TO REMAIN 1 •'\ 00 1 / RFMOVING. PLASTIa�UNE ' ' •+t -1; 5 ' .I ��r-_t DOT _ T •i� `` \ a 0 f�l'kl "L• ,V& / is 'r " `'� 1 1 7'jV i- rl.�f 1 vp/­�, t�a.. \ \ �up 6yMl� p 4 p�N' r i u:�/•2� ... V �^'L' -/ • \11 1 flyti�6eli ��1� VUETIaHDT6 il t4_:y i_{ .� �, 1 ____lyL]L-_ - • WETLAND 0 E(M1601 �N 6O�- ••/.. ;:-;_ ,yl.'alh, ``\ \\, v_ . •.f 0lKwp�,,�� ]� • • . z 1 -P lr BEGIN +"` Mkl �-3- a- ♦ -'t i.. l L1L.,' 1 REM PAINT LINE'S .... , VIETI,AHD V :� ' ' S 1 4 :11 xk;! REMOVING PLASTIC LINE t _ •, ,, • .......... >j, jI •EKISTWG CULVERTSy�'j(: [ - 1 • . TO REMAIN 12 `�,\ - - .. . V, - _AAI 234 P3.l _ �• 1 EXISTING ¢llARDRAIL f /J PAINT LINE 7C _„ TO REMAI '� SEE HDTE E p{ ��L �' 12 •03.0 ♦ - • ' a \ ••� 7i" 1! . i (w L END REMOVING MINT LINE03f` iH. `` -••' ���� 1 . REP.• +' i3 86E NOTESLw U. W-- - ______. W N ` _l`��I t, - --_ —1g —-------------------- _�_� — oLU _ _ _ _ _ _'%;' _ � _•v ' EXISTING CATCH N W Ui EXISTING CATCH - - •1� __ al A BASINS TO REMAIN LW .7&0 __ 505` +._ -- - -- -- - -- -- -- -- -- --510 -- -- -- -- -- Vw N - 5OO -- rn BASINS TO REMAIN -- '^; I ai' f •L LW LINE 7 __ __ __ _- -- LU -. > J JJ .............................. y�' __ _` ..._------------------------ ----------- LU --------------------- _ .... _._. ..............--_--....... -- --- — ---------_---------1NT E —«--------------------- U.::--....—-I---1-- ... --- _' ----- --- --.--_ ----- ---__ - H - r.�$STAT 5 ii.. 1 mil— r .`. _ - � i' _--Tr— 1 � g MATCH LINE SEE SHEET SP6 BMITTED MAR; 0 3 2010 CITY OF F S. 21. T. 21 N, R. 4E, W.M. LEGEND X -X- EXISTING FENCING x _ EXISTING CULVERT -I- -I- - EXISTING BEAM GUARDRAIL - ST - EXISTING STORM SEWER LINE EXISTING PRECAST CONCRETE BARRIER —Of1W - ORDINARY HIGH WATER f= - l WETLAND- ^ CUTFILL- LIMIT OF CUT OR FILL - 0016A STREAM NAME - EXISTING BRUSH LINE .... WETLAND WETLAND BUFFER —SAW— SAWCUT LINE STREAM BUFFER —CG— LIMITS OF CLEARING AND GRUBBING r-� CONICREMOVING ASPHALT COPAVEMENT WSDOT RIGHT-OF-WAY LIMITED ACCESS REMOVING CEMENT CONC. PAVEMENT OR e QUANTITY TABULATION CODE CLEARING AND GRUBBING R 1 REMOVAL OF STRUCTURE AND OBSTRUCTION REMOVING CEMENT CONC SIDEWALK (SEE NOTE 7) ® PLANING BITUMINOUS PAVEMENT FILE NAME Q:lSeattle120041FAPWT-04-0641CAD nVSP00B.d n TIME 2:25:30 PM NO. ATE FED.AID PROJ.NO. DATE 2/712010 10 WASH PLOTTED BY joke.loWing DESIGNED BY S. LAWRENCE 09A802 ENTERED BY N. VU CHECKED BY J•.BM NEZ CONTRACT NO LOCAT3ON M PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY T- 3 \. ' .: . \ N *j_ BergerABAM P.E-STAMP DOA DA+c AdElk UP Washington State Department of Transportation 0 50 100 SCALE IN FEET ILDING DEPT,--5 SR 161/SR 18 INTERCHANGE IMPROVEMENTS SITE PREPARATION Plot 1 PLAN REF NO SP5 SHEET 328 OF 1198 SHEETS S. 20. T. 21 N. R. 4E. W.M. S. 21, T. 21 N. R. 4E. W.M. BEGIN CONSTRUCTION SR 18 SR 18 RW 12+71.67= EW-01 10+00.00 (18.70' RT)= WE-01 10+01.01 (17.37' LT) ISITE PREPARATION NOTES: L 1 REFER TO TEMPORARY EROSION AND SEDIMENT CONTROL (EC)PLANS j4 FOR SILT FENCE,CHECK DAMS AND OTHER WATER POLLUTION CONTROL DEVICES. 2. REFER TO THE EXISTING UTILITY PLANS (UT) PLANS FOR THE LOCATION I OF EXISTING UTILITIES ONSITE. 3. REFER TO THE DRAINAGE PLANS (DR)AND STRUCTURE NOTES FOR I REMOVAL OF EXISTING DRAINAGE STRUCTURES . 4. REFER TO THE SIGNING PLANS (,W FOR SIGN REMOVAL. 5. SEE FWRONMENTAL COMPLIANCE PLANS (ECP) FOR THE LOCATION OF HIGH VISIBILITY FENCNG. T 6. REFER TO THE ILLUMINATION PLANS I IL) FOR ILLUMINATION REMOVAL 7. REMOVE AS PART OF THE LUMP SUM ITEM "REMDVAL OF STRUCTURE AND OBSTRUCTION" SEE THE SPECIAL PROVISION -REMOVAL OF STRUCTURES AND OBSTRUCTIONS." t B. SAWCUT LINE TO BE LOCATED 1 FOOT INSIDE EXISTING EDGE OF PAVEMENT UNLESS OTHERWISE NOTED, �L 9 SEE QTABS FOR STATIONS AND OFFETS OF ITEMS TO BE REMOVED . yI51 10. REFER TO WATER MAIN (U) PLANS FOR ADDITIONAL QUANTITIES. �5 IBM l ! ILL 1 't�t 11 xj 1 1 I I Ii I yy^^ I e I REMOVING PLASTIC LIN I EI I t II '', 7T j 72 6 li 2 LEGEND -X- -X- EXISTING FENCING --=-_ = EXISTING CULVERT -I- -I- EXISTING BEAM GUARDRAIL - ST - EXISTING STORM SEWER LINE EXISTING PRECAST CONCRETE BARRIER —OHW- ORDINARY HIGH WATER ,--�i,•1 `.tj WETLAND- - CUT- FILL- LIMIT OF CUT OR FILL O016A STREAM NAME ��� EXISTING BRUSH LINE , WETLAND BUFFER — SAW — SAWCUT LINE - STREAM BUFFER — CG — LIMITS OF CLEARING AND GRUBBING REMOVING ASPHALT CONC. PAVEMENT WSOOT RIGHT-OF-WAY LIMITED ACCESS REMOVING CEMENT CONC PAVEMENT Oai�D QUANTITY TABULATION CODE CLEARING AND GRUBBING REMOVAL OF STRUCTURE AND OBSTRUCTION '-.f _', •.,-J... REMOVING CEMENT CONC SIDEWALK (SEE NOTE 7) ® PLANING BITUMINOUS PAVEMENT EXISTING GUARDRAIL TO REMAIN - ------ - ' . - - - - _ - --------------- - - � � -- -� EyY-01 LINE ---------- -- -10 WHE r - - - - - --1N7=4l 1 iNE — - - — SR 18 RW (� - - -. - -- - - S _348TH.T---- --- --• ;: 'rw� ----------- - CUT '•r i - C -' ~: .�.y,.' , � :. - :i to _ is `d5 •Ge=..e so�- 97 0 SEE NOTE B CONC SLAB R it I I li I � r { " I i z 1\I1 I ; I 1 I 1 � FILE NAME TIME Wseettlei2l 2:26:09 FM DATE W712010 PLOTTED BY Jake.lewing DESIGNED BY S. LAWR ENTERED BY N. VU CHECKED BY J. JIMEN PROJ. ENGR. B. NEBB REGIONAL ADM. C. STONI EZ DATE 10 WAs JOB ARAM 09A802 CONTRACT NO. FED.AID PROJ.NO. BergerABAM a a e tt ro 72 ... _... __.�.-. R _1 -- - - _ o>to _ m - T 1g87_ _ _ _ In . - SR 1S _ �O m ITT 20. r SA SA1Nr Ln pp-i-T• -� A _, CUT r�'C CUT �09190� lijjl� CQ In � I r yQA LIMITS OF CLEARING GRUBBING AT RAW LINE ESUBMITTED BOX DATE �� A Washington State Department of Transportation MAR • 0 3 2010 0 50 100 SCALE IN FEET BUILDING DV�T. PloPLAN t 1 REF NO SR 161/SR 18 SP10 INTERCHANGE IMPROVEMENTS SHEET 333 OF 1198 SITE PREPARATION SHEETS S. 21. T. 21 N. R. 4E. W. M. I I I BEGIN CONSTRUCTION I SR 18 I SR 18 RW 12+71.72= I 3 EW-01 10+00.03 (18.70' RT)= WE-01 10+00.00 (17.37' LT) S i ST - - ST D 348TH DITCH GRADING - --/ I (SEE NOTE 7) i 10 EW-01 LIN 10 SR 18 RW DRAINAGE NOTES 1 FOR PROFILES OF ROADWAY DRAINAGE PIPES AND DITCHES, SEE SHEETS DPI THROUGH DPB 2 FOR POND GRADING AND DETAILS SEE POND DETAIL SHEETS PG1 THROUGH PG10. 3. DITCHES WITHOUT QUANTITY TABULATION CODES ARE QUANTIFIED IN THE EARTHWORK FOR ROADWAY EXCAVATION INCL HAUL. 4. MEDIA FILTER DRAIN LINETYPE REPRESENTS THE BOTTOM LIMIT OF THE MEDIA FILTER DRAIN BED SEE DD1 FOR DETAILS 5. BRIDGE DRAINS SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE BRIDGE PLANS FOR EXACT LOCATIOI 6. FOR UNDERDRAIN CONNECTION INVERTS AND DETAILS SEE SHEETS DD5 AND DOS T SEE SHEET DD9 FOR 348TH DITCH GRADING DETAILS. Q:15eattte120041FAPWT4M-D641CADD n1D009.d n TIME 11:25:21 AM DATE 311/2010 PLOTTED BY schurman DESIGNED BY W. SCHURMAN ENTERED BY N. V_U CHECKED BY J.JIMENEZ PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION VE-01 11,20 3 BECi1N DITCH 6 Q D 348TH DITCH GRADING- p (SEE NOTE 7) r' .. ......... 1S � (11� DATE 10 IWAS JOB WhIMFE 09A802 CONTRACT NO_ 15 WS-01 26t80 ( 2 BEGIN MEOUi FILTER DRAIN g t-- "EE - E LEGEND EXISTING NEW EXISTING NEW WSDOT RIGHT-OF-WAY RETAINING WALL O_ m m LIMITED ACCESS ///////// MEDIA FILTER DRAIN EE EDGE OF PAVEMENT SWALE --sir-•--- CURB AND GUTTER POND - - -- STORM DRAIN PIPE - ST - ST — GRATE INLET CC m UNDERDRAIN PIPE - UD - - - UD BRIDGE DRAIN .. U CULVERT CATCH BASIN ❑ DITCH 3 MANHOLE - O STREAM OHW — OILANATER SEPARATOR STREAM BUFFER • • • . • • • • • STREAM NAME 0016A WETLAND L_'�! _ _I RIPRAPIQUARRY SPALLS AR WETLAND BUFFER ••.•••• QUANTITY TABULATION CODE OORe SR 18 C) M _ i8mr + Z m o- cn m 0m En ff= m 2i y. l 0 y ST WS-01T TEMPORARY WALL RP � F\ 4 '~t1. �� • •'-��xrZ y�{Er� FED.AID PROJ.NO. law '•f (� Washington State LOCATION NO. BergerABAM Department of Transportation O TV P.E.i7AMP SO.[ . 44TESUBMITTI ED, MAR 0 3 2C10 CITY OF FEDERAL So 100 13UILDING DEPT. SCALE IN FEET Plat 1 1_5 PLAN REF NO SR 1611SR 18 D9 INTERCHANGE IMPROVEMENTS SHEET 475 OF DRAINAGE PLAN 1198 SHEETS SHEM NOTES: 1. STRUCTURE SHALL USE WELDED GRATE "A" PER WSDOT STANDARD PLAN B-40.20-00. 2. ORIENT GRATE PARALLEL TO SR 18 AND CENTER OF STRUCTURE SHALL BE THE SAME AS EXISTING STRUCTURE. 3. UTILIZE THE EXISTING GRATE INLET TYPE 2 SOUTH OF S 348TH STREET (SR 18) AND GRADE SURROUNDING AREA AS SHOWN. 4. HAND PLACE QUARRY SPALLS TO CREATE A FLAT SURFACE OR AS DIRECTED BY ENGINEER. 5. BOTTOM LIMIT OF GRADING SHALL BE AT A CONSTANT ELEVATION. S. EXISTING TYPE 1 CATCH BASIN IS ONLY APPLICABLE TO THE GRADING NORTH OF S 348TH STREET (SR 18). 7. SET GRATE RIM ELEVATION AT EXISTING TYPE 1 CATCH BASIN RIM ELEVATION. 15.0' MIN_ 3A' MIN. rom QL (SEE NOTE 4) EXISTING TYPE 1 CATCH BASIN TO BE REMOVED (SEE NOTE 6) PLAN (SEE NOTES 1 THROUGH 3) GRADE SIDE SLOPE NOT STEEPER 15.0' MIN. THAN 2HAV TO EXISTING, TYP QUARRY SPALLS (SEE NOTE 4) 1.0' MIN. GRATE INLET TYPE 2 (SEE NOTE 7) EXISTING I I . OI H CONSTRUCTION � iJ GEOTEXTILE X% 6" MIN. I I FOR PERMANET EROSION CONTROL- 4--� If i - - 1--4-----�- I---l-\--I `EXISTING TYPE 1 CATCH CONNECT GRATE INLET TO EXISTING PIPE— BASIN TO BE REMOVED (SEE NOTE 6) 348TH DITCH GRADING DETAIL WE 11+12 NTS EW 10+94 FILE NAMEQ:1SeattIe120G41FAPWT-D4-0641CADD10 n1DD00S.d n TIME 9:21:10 PM R�' sT"'c FED.A10 PRCUNO. _ DATE 2r712010 10 WASH PLOTTED BY schurman DESIGNED BY W. SCHURNIAN 09A802 ENTERED BY N. VU CHECKED BY J. JIM NEZ CONTRACT NO LOCATION NO. PROJ. ENGR. B. NEBBITT REGIONAL ADM. C. STONE REVISION DATE BY BergerABAM - DATE P.E.STAMP BOX SECTION A `.� GRADE NOT STEEPER THAN 2HAV TO EXISTING GROUIND,TYP - BOTTOM LIMIT OF GRADING (SEE NOTE 6) RESUBMITTED— MAR 032010 CITY OF FED ) MM G DEPT. AN R 1 I"G PLAN REF NO w// SR 161/SR 18 DD9 Washington State INTERCHANGE IMPROVEMENTS 96 Department of Transportation 1198 DRAINAGE DETAILS SHEETS S. 21. T:,,21 N. R. 4E. W.M. / + •• APPROX.L CREEK ' - PROPER LINE I -79. EX TOP OF BANK � .I ••I 30 LF IX FENCE - - _ pRlt _ �(•`^- \ _ ` •B - `+ _\\ - \ TO BE REMOVED I \\I\ _ - ._ W ~ -ATE pK _ .. 82- `�• _ ♦♦ ,_____-_-_-1 I � � I I X [ I I II 1 I I I I X / IX 0 TOP OF BANK `ram' • ti 1 +1 F/ t y �r • .i� _ 11 ZJ'� — B� = 'IS_ �l�� --- e1- Q IX CULVERT TO BFi ` - _ _ y •i`�•-: w.•._.., — (']� f REMOVED (SEE NOTE) AND 2) O]IMATELV y — _ :. • _ . GJ / +♦ ' y ~ �%- "Ell y � / 1' ri .' � _- . _ • � `M1 �" � +�L- iBUl/ REMOVE 79 LF EX FENCE REMOVE EXISTING TREE tTrP.l I• 1/ /86�% Y EX "Teel \ �' �, ' BAD ►� TDBE - _REMOVED 7'7',S LF - ---- -- INSTALL APPR i _ �J.��jc _ _ 1 I ' OU TOPF BANK 1�, I EXISTINGOil SILYFEPONO AND THE WrLLOW I / // / `""' / EX EASEMENT LIMB --� I _ I • ' I, ! AND pUTFI.OW CN4NNEi5 ... — — — + /' - - - •' x I / I / r �� I I I I 2 r �/ //+ X t 7i/�����♦y: //f // r! r f/I rI/ /'ram �, r r ' ♦ I 1\ \, 1 f 11 f i !/ r REMOVE EXISTING RI CONCRETE NOBLE NONE sue X \j I 1 NI - APPROXIMATE 1 + 1 II ) I/ 1� f I r i I I EOUNNDARY D I 1 + 11 1 r I xI I r ' I / �5. 51 \ TEMPORARY TOP401L I ; I EX(ISnNG POND I + 1 I I BOUNDARY srnsTAcE AREA 262 LF EX PICKET FENCE TO BE REMOVED X . LF EX FENCE �., REMOVED `\ \ `� \ r - I `1 \ \ \ \ y , X 5 �, • 1 EXISTING POND I x i- 11 I / �titlXI f` -V X \ ♦^ \ I l / / I 11 5 REMOVE 1 I' EX FENCE X ^� 1 rf II 1 87� 1 y I I i ti� )( \♦ 1 I 1 \\ ! ` / / -- REMOVE PUMP HOUSE OF BANK / AND ABANDON WELL 1 f , / / { I A • / / PER DEQ REQUIREMENTS I JIIIl 9L) REMOVE 15 LF 1 kL /11 .83 -- / i // 1 ti t �\ IX FENCE INSTALL APPROX.BSG LF IX PROPERTY LINE SILT FENCE AROUND SITE I6TH SECTION LINE PERIMETER G7 - -X- x- -X- -x- -x- -X CONTRUCT E60 LF EX FENCE 1SWIDE GRAVEL ACCESS ROAD N I" FILE NAME FA200-41FAPW7-04064lCAD0 EME 1:16:03 PM n1EV002.d n �'"T` FED AID PROJ.NO. . B� tip i I w c. WE P,e.aTluNs aaXI U7E PA M, F WAF ❑e artmentof Transportation p DATE 2MO12009 10 WASH PLOTTED BY brian.bollen DESIGNED BY M. PERFETTI .Nx NUMBERWashington ENTERED BY N.VU CHECKED BY J. JIM NE'ZZ coNrnAaT no. uXumN Na PROD. ENGR. B. NES13M REGIONAL ADM- C. STO,, REMISION DATE BY \ II' EASEMENT LEGEND EXISTNG WETLAND TOPSOIL REMOVAL AREA EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING FENCE -X- -X- NEW SILT FENCE aF EXISTING TREE (—y#- W TREE TO BE REMOVED EX EASEMENT LIMR - 16TH SECTION LIME Q• EX EASEMENT EX GRAVEL ROAD EXHIBIT fA PAGE ? OF NOTES: 1. BACKFILL RESULTING VOID TO MATCH FINISH GRADE. 2 ISOLATE EXISTING CULVERT FROM STREAM FLOW WITH SAND BAGS AT BOTH ENDS PRIOR TO REMOVAL 3, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING SEPTIC TANK AND DRAINFIELD, AND ABANDON OR REMOVE THEM PER WASHINGTON DEPARTMENT OF ECOLOGY REQUIREMENTS. 4. SEE GENERAL NOTE 44 FOR TOPSOIL REMOVAL AREA INSTRUCTIONS S. EXISTING OUTLET CULVERT TO REMAIN W PLACE UNTILL CONSTRUCTED CHANNEL IS COMPLETED AND ACCEPTED BY WSDOT. 0 20 40 SCALE IN FEET Plot 1 1-5 EV2 SR 1611SR IS INTERCHANGE IMPROVEMENTS 8 9 JTE ^PR-EP,-TESG--BE-9TAGTN-G-- 491 CORRINGTON stem f .s1. .-Jt. •� f P S. 21. T. 21N. R. 4E. W.M. I; ,l i , I •1 =TWR �RILY�ST-11YjLEBQ9 �lF�[_�- �.` _ - _ \ 5 .0p ' `�� l i �ti �� �t� \\tit _ , t _ I I / ��-_• moo.= - LL A4 -- _ _ -- /.l17. / �..0 4- -- __ fl , ,, ILL .11L ul/ •\ ff y'- / / ` t .11L .L11. II I MONROMNG WELL p� MOMMOWNGPWELL n 5 ` .sic •�. �\ �/ 1 ++ i�� [\I�.iPA' .u./ -��--i • ' 1 r , -/ I 1 1 iEE SECTION D-D FOR '� V I / � 8T 1 1•, � + / ] } f TYPICAL CROSS SECTION •♦ j 1 f + ' . WETLAND CREATION r► 95'i r - I r 1 Of THE CONSTRUCTED I I r ilLl AREA / / �. _. �. T I . CHANNEL .. _i," aL4 .Lu.� i- _ r r - i{ f I /• r -u ' 4F�r f�� 1 LEGEND D At / I ' I f1 / J sla • . I, i.; / , 9$.r I L EXISTING WETLAND _,>l4 - ,LI4• I, .Lila a� J4 ► _._._ �.. !' I u J! i 08 1 I f i 79. / WETLAND cREAT1ON _ _ _ _ - _ - - - - - / -� ' AREA _ •1 +� ! I• I EXISTING MAJOR CONTOUR CHANNEL BED ' - / !I ! _ r I I EXISTING MINOR CONTOUR L a u w w. L,L su yt _ - _ - r 7-' I I I � r� - B PROPOSED MAJOR CONTOUR 7 r APPrEHdX.a 90F N. FORK W,}IYLCREEK PROPERTY LINE ER TOP OF BANK l r ■� PROPOSED MINOR CONTOUR - - ,fLL I , !., .sl:a _l!. 1� �I� / �d J!L--� .+rn f.]Ir.' . Sll. .13Y.. ,7 S7L t "•-, }ti/ J _ « / _ - •.. �' _ - gyp,• �;' 1 . ! PROPOSED LARGE WOODY DEBRIS .11t / .LIL : c .1• ,Jt< C I // �!L .Jo- --. I I + au. r .h1r .s.f. 1 a,G `WEriANG CAEATION� 1 1 r • i � 'r - 1 ~ I I I .11L �_. .:11. ,U4 �La .y' .ff ` .ilA a1k Jo . I II aLL• + .i /1 ,, _ '�i. ,42N ,' .116 ,ti■ .L'1/ + J ', r • 9 I ! r J • / 1 / I I �•� I I. Imo' rL EX EASEMENT SECTION C.0 CAO&7 SECTION Mt.w, ,•d r .U=. .1t, � i .fL, a!6 ,u . lc. � ° •- L.1 + ♦ .75t. / r I � 9y 1 1 l! I IA N Lb .,•,. • .w.,'f .w. -.ua a:.. 1 ♦ I �I 1 1 I 1 i �r / �♦._•� II � 1�1 ` �•' i f II '1 1 r \ 1 I.� I w 02 / ► ► + , r 1 ► r I l w 1' Ali. I a far uL aL w+ i 1 r I I �r SEE SECTION A -Alf FOR [•' 1 j 1 \I ' ` J MONf1OR1NGIIWELL /1 fl { I 11 ! I CROSS SECTION I \ r ,;14 emu\ t •c a7 L aw .W. .w, WETLAND BOUNDARY-;, 1 \► ` I 1 EXISTING POrdD 1 11 '^7 Ir `' ! Ex. EASEMEMT LJMTr I L 11 I I L sic ' 1 ; AU. _ .1�4 rr. alls .,,. I •` `; 1 1 I •1 V t' 1 I �s6TH SECTION LINE -„1L4 ► a!L , .slk , LL I J1& `♦ Sir. / INSTALL 5 LARGE ► ! t'a 1 I r I r ♦ ` �I I • I ♦ J 1 WOODY OEGRIS (. 1 / -OF- EXISTING '�(GI L;�i + r � } Y �� I� �� .LL;,., sly :u++ \ sy a :ll. i aiL I .akG .y1, i . 1. r/f�r ! l ` I A _ . - _L-f { �N I Ra�Ldti� ♦ \ 1 L I r I ! I I't�•^�rw �+ J �1 // P tI ;�SlF I I: I ;y 1 NOTES: PROPERTY LINE / / _ ' `7c 1 I '�I .rJ1a au.. w.. Jll. ,f1t. Jlh I45TALL LAAOE- f .Lih 'ti=' l-_ r r /jv_ y =�. Y Y 1 i r \ \�I I ; I •z ! 1. REFERENCE NSDOT STD PLAN I-3010-00 5 �,+ 1s ,AVODT O R1R1 ,F - :I// �;• . _� r s i 1 `I /y�� ! ~I i r 2 PROVIDE TEMPORARY BYPASS PUMPING FROM EX POND _ _ 1 ALL :5I■il •�/ I /' • - l ► f . ._ I 1 I ] .i .� I TO HYLEBOS CREEK DURING CONSTRUCTION OF SITE 1 I + /`>'f / / •�� �+ ]r S3 r91 lid - ► I I I i I,"(] + IMPROVEMENTS,COORDINATE PUMP DISCHARGE TO CREEK l 1 ri • 85 / 11 1 I .,,� l.ltt I 1 'nt I WITH PROJECT BIOLOGIST. rn U. + .611. I '/: .w. f■ aU. ♦r lSil J,U, it lJ / ' / / •�� r 111 ■ I+ •�•�A P I I ,� � hJ t MONITOR GROUND WATER .U[, .UL .Llf .WL I ► rIJ.U, aLn' srx AU, Alp .l.1�j. / L r �$ /' s,/ 4� f'• . ��` I - '.I WELL N ELEVATION ELEVATION I / .113. _Ir,�_r ' • r I 1 I I i 1 B4' St' • .I 1 I ' I PROPOSED DEPRESSION {TyyJ ., • s /% / r/ / - _ . �_ y 2 51.5' SO' I ,LL. � I .rl1. }w. ► .1Lr. I .11r.. s:,. .st:. �� .1Lr. I I ' I 3 B2 81' " DMTBNG PROPERTY LINE - I ---- _--• ,. y \♦_� I ,F— ! -1 ! ] SCALE IN FEET Irr r , 1 1 r I —Plot 1 FILE NAME F:12D045FAPWI­-U4-u"kL;AuLIw TIME 1:22:43 PM nLevuUs.o n R STA'` FED.AID PROJ.NO. DATE 2/10/2009 10 WAS PLOTTED BY hrlan.bollen DESIGNED BY M. PERFETTI J06 ENTERED BY N.vu CHECA90 BY J. JIMENEZ COWRAGT ND LOCATION N0. PROJ. EHGR. B. NESBITT REGIONAL ADM. C, STONE — R[ VISION DATE 6Y DATE aA'E MR Washington State tment of Transportation 1-5 EV3 SR 161/SR 18 INTERCHANGE IMPROVEMENTS �* 296 GRADING - CORRINGTON SIIEHE 113 114 T 21 N R. 4E. W.M. I I j — — "I — — — — 1 11 . a ■ —77 20 40 0 SCALE IN FEET j ............... 82-- '6" % pz' + Z r I ip r + + + + + 4 ff — + 0. + � + . . . . . . . . . j, P + + + + + +++ + . . . . . . + P 79j I + + + 43 4 + 05, ­1 4 1 . 4' 1 P X j P -P k' + 'j, 'j, N P kj r P % + P f -XHIB P k. P kGE zi 4 .0� P 11 0, P LEGEND k P - seeding nd EMMOnt 5 b3 P P j N ShNb?�;C-b PIMM99 -7, "1 —7— •'k • 4 N\; I 4f' L k A. -:'� :�': - I I - - Plant 0=Mwfty 03 k P P -1 Jr FonV,4 Vft[Jmnd BuffibrPlantin96 P plant Community 04 .9: VVtUd EntargmtPlontings and SovdIng I. % rr ip ;- . _'_ Z' -", - - :% ' 'I" + - 1 .1 . P or%, N 4P •Enwl-nti-dr, k' 4b % 'P '_P j plant community Be P k Pf P I I ahnubtScrub MUM Plantings Plant Community I? FCmtd W.Hand Plantings 4 V P L plant Community 18 Wt1ad SufferUndenatDrif plantinp Plot I 1-5 EV5 TAl`Wr-04-DCAkCA0D nlEnOS'd FT �ATE FED.All) PROJ-NO. SIR 1611SR IS 'nME -59 PM "T FILE �i U 10 WAS UfRrGERIA�a4M wo 6.ftT DATE 2MG12009 cssztzeRllw� Washington State INTERCHANGE IMPROVEMENTS 298 PLOTTED BY brian.bullen OF DESIGNED By M.PERFETTI Department of Transportation 491 ENTERED By N. vu CONTRACT W- —DATE PLANTING PLAN - CORRINGTON enema -EHECI ­JIM NEZ was FROJ. ENGPL B. NPa nAw SOX ERBrrT mr-ennaw 1rjM C. STONE L=DATE BY, PLANTING ury r A T1MFA EMERGENT PLUG PLANTING DETAIL NOT TO SCALE SEE PLANT MATERIAL FOR SIZE AND TYPE LEAVE A MINIMUM OF TWO BUDS EXPOSED a� �I TAMP SOIL AROUND CUTTING 3 INCH BARK MULCH WITH i i f Li 3 FOOT IA. RING AROUND AND TAPER STEM i I Ik i- C I EXISTING SOIL I i 7 f11 I F— NOTE: AVOID STRIPPING THE BARK OR i I � I BRUISING OF STAKES DURING INSTALLATION. DO NOT USE AXE OR SLEDGE FOR DRIVING STAKES. IN HARD _ t3 I - GROUND USE AN IRON BAR OR STAR DRILL i TO PREPARE HOLES FOR THE STAKES LIVE_ STAKE INSTALLATION NOT TO SCALE EAF REPRESENTS IERGENT PLANT EMERGENT PLANTS UPS OF FOUR )OTING DEPTH - 'PERMOST ROOT JUST :LOW SOIL SURFACE VISH GRADE ACKFILL WITH ►TNE SOIL SPREAD ROOTS NOTE: SHAPE SOIL TO PROVIDE T DIAMETER WATERING RING THOROUGHLY TAMP ROOT SEEDLING HOLES TO REMOVE AIR SPACES AFTER PLANTING 3" OF BARK MULCH TOP DRESSED - 3 FOOT DIA RING. TAPER MULCH AT TRUNK, BARK SHALL NOT BE IN CONTACT WITH PLANT ROOTBALL fill DEPTH I 1 PLANTING HOLE SHALL , BE DEEP ENOUGH TO AVOID ROOTBALL + 7'-0" MIN J-ROOTING OF SEEDLINGS (CONTAINER ONLY) TREE OR SHRUB -CONTAINER (TYP•) SET UPPERMOST ROOT JUST BELOW SOIL SURFACE (TYP.) —WATERING RING IF NATIVE VEGETATION IS PRESENT,SCALP AND REMOVE SURFACE 3" MIN OF ROOT MAT WITHIN LIMITS OF MULCH RING NATIVE BACKFILL SOIL -- WHERE APPROPRIATE, REMOVE CONTAINER COMPLETELY AND DEVIDE AND SPREAD ROOTS BARE ROOT AND CONTAINER NOT TO SCALE EDGE OF PLANTING AREA TREE OR SHRUB -CONTAINER MP.) � � NOTE: SET ALL PLANTS VERTICALLY \ PLANT SPECIES SHALL BE RANDOMLY 1p+ MIXED THROUGHOUT EACH PLANTING AREA AS APPROVED BY THE ENGINEER r SET UPPERMOST ROOT JUST ® ` BELOW SOIL SURFACE (TYP.) ®/ �® TAPER MULCH AT TRUNK, f NO MULCH SHALL BE IN CONTACT WITH TRUNK X X /� EXISTING GRADE 3- BARK MULCH (fYP.) 3' DIAMETER RING TREE AND SHRUB PLANTING ON SLOPES DETAIL TIME 1:20:00 PM DATE 2110/2009 10 WAS PLOTTED BY btfan.haflen DESIGNED BY M. PERFETTI sae Bv�een ENTERED BY N. VU "`t CHECKED BY J. JIM NEZ pROJ. ENGR B. NEBBI7T RF[9tONAt ADM. C- STONE REVISION DATE BY FED -Ali] FR0.1.N0. AREA FOR SPACING ADJUSTMENT X PLANT SPACING -SEE PLANT MATERIAL LIST ® REPRESENTS A PLANT EXHIBIT—L TYPICAL PLANT SPACINGILAYOUT PACE __�a__OF NOT TO SCALE �► 1-5 EV6 sdc�K�,as�an�+ WN SR 1611SR 18 Washington State INTERCHANGE IMPROVEMENTS 2 Department of Transportation491 BAD — Q.,L PLANTING DETAILS - CORRINGTON PY-nAW "A Pi.!TAMP BOX Plant community 1 Wetland Creation Area Wetland Emergent Seeding 950 sq. ft. Wetland Emergent Seeding Mix j Slough Sedge - Carex obnupta- 35% 1 Small -fruited Bulrush — Scirpus microcarpus - 25% Saw Beaked Sedge — Carex stipata - 20% Slender Rush — Juncus tenuis -10% Spike Rush - Eleocharis palustris -10% Plant Community 2 Wetland Creation Area Wetland emergent seed and Shrub/scrub plantings 1,835 sq. ft. Seed Mix contents in Plant Community 1 Woody Vegetation Plantings- Nootka Rose -Rosa nootkana Pacific Ninebark - Physocarpos capitatus Red -osier Dogwood -Corpus sericea W. Crab Apple -Pyrus fusca Plant Community 3 Upland Buffer Enhancement Forested plantings 44,195 sq. ft. Woody Vegetation Plantings - Western Red Cedar-Thuja plicata Black Cottonwood-Populus balsarnifera ssp. trichocarpa Red Alder -Alnus rubra Douglas Fir-Pseudotsuga menziesii Big Leaf Maple -Ater macrophyilttm Vine Maple -Ater circinatum Evergreen Huckleberry-Vacinium ovaturn Snowberry-Symphoricarpus alba Ocean Spray-Holodiscus discolor Serviceberry-Amelanchier alnifolia Cascara-Rhamnits purshiana Beaked Hazelnut-Corylus cornuta Tall Oregon Grape-Berbaris aquifolium Indian Plum-Oernleria cerasiformis Plant Community 4 Wetland Creation Wetland emergent seed and emergent tuber plantings 3,730 sq. ft. Seed Mix contents in Plant Community 1 Emergent Tuber Plantings-1 foot O.C. Small -Fruited Bulrush-Scirpus rnicrocarpus Hardstem Bulrush-Scirpus acutus Awl Fruited Sedge -Carex stipata Plant Community 5 Wetland Creation Wetland emergent seed and Forested plantings 6,590 sq. ft. Seed Mix contents in Plant Community 1 Woody Vegetation Plantings Black Cottonwood-Popuhisbalsamifera ssp. trichocarpa Oregon Ash-Fraxinus latifolia Salmonbeny-Rubes spectabalis Nootka Rose -Rosa nootkana Crab Apple-Pyrus fusca Pacific Ninebark-Physocarpos capitatus Red -osier Dogwood-Cornus sericea Plant Community 6 Wetland Enhancement Shrub/Scrub Plantings 5,945 sq. ft. of woody vegetation plantings Nootka Rose -Rosa nootkana W. Crab Apple-Pyrus fusca Pacific Ninebark-Physocarpos capitatus Red -osier Dogwood-Cornus sericea Pacific Willow-Salix lucida Douglas Hawthorn-Crataegus douglasii Salmonberry-Rubus spectabalis Plant Community 7 Wetland Enhancement Forested plantings 54,700 sq. ft. of Woody vegetation plantings Black Cottonwood-Populus balsaniifera ssp. trichocarpa Western Red Cedar -Thuja plicata Oregon Ash -Fraxinus latifolia Red Alder -Alnus rubra Pacific Willow-Salix lucida Douglas Hawthorn-Crataegus douglasii Salmonberry-Rubus spectabalis Nootka Rose -Rosa nootkana W. Crab Apple-Pyrus fusca Pacific Ninebark-Physocarpos capitatus Red -osier Dogwood-Cornus sericea Plant Community 8 Upland Buffer Enhancement 4,135 sq. ft. of understory enhancements Woody vegetation plantings Evergreen Huckleberry-Vacinium ovatunt Snowberry-Symphoricarpus alba Ocean Spray-Holodiscus discolor Cascara-Rhantnus purshiana Beaked Hazelnut-Corylus cornuta Tall Oregon Grape-Berbaris aquifolium FILE NAME F:12004%FAPWT-04.0641CAD n1EV007.d n TIME 12:28:42 PtA _ RQOiO" as"� FED.AIO PROJ.NO. DATE 2r10r2009 10 WAS PLOTTED BY brran.bollen DESIGNED BY M. PERFETTI ENTERED BY N. Vu CHECKED BY J. JIMENEZ PROD. EHGR. 8. NEBBrrT REGIONAL ADM. C. STONE REVISION DATE BY DATE EXHIBIT PACE � I-5 SR 161/SR 18 Washington State INTERCHANGE IMPROVEMENTS Department of Transportation PLANT DATA SHEET - CORRINGTON EV7 300 OF 491