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u <br />i/e• wioe . r o�r <br />PREPoPMED STRIP OR <br />SAWCUT. FllL WRH <br />JOINi SFiVNlf — <br />I 1/2' <br />2' CIE/ <br />D[PNE55 FEMFORCEMEM <br />UNDER JOIM !S REOUIRED <br />TO CLFAR SfRIP OR 51WCU1 <br />FINISH F�OOR, <br />TACTILE WARNING TILE <br />�-2' CLFARRlCE <br />CUT 1/2 REINFORLE4EM <br />\ ACRO55 WMROL JOIM <br />`2� CRUSMEO SURiACING TOP COURSE <br />�' CNUSHED SUFFACINC B�lSE COURSE <br />PACTED SUBGRPDE <br />H4IEs: <br />1. 7YPICAL COMflOL JOIM SVNLL NOT BE MORE THRN <br />8 FEET O.C. <br />2. Y.W CIJ� WIiHIN l-12 HOURS OF PUCEMEM. <br />LOWER 11MIT FOR HOT DAYS h UPPER UMI� FOR COID MYS. <br />3. SAW CUf JOINT SHN.L BE FlLLE� X7iH SEAtFN� PER <br />SPELIFlGTIONS. <br />TYPICAL SLAB CONTROL JOINT <br />1/8' RADIUS ON CDCES <br />ONLY N11ERE SUB IS <br />E%POSED <br />I/2� � X 1'-3' PWN <br />DOWEL Q 16' WRH CRFlSE <br />WRAP GNE GN�J ONLY -� <br />m <br />JOINi <br />fL00� <br />�-Y CRUSHED SURFACING TO!' COURSE <br />4' CRUSIIED SURfACING NSE COUflSF <br />N�: <br />�� TO OE AT�IO FEEiIOC.�OMI IN SIAB ON GHpDE <br />TYPICAL SLAB CONSTRUCTION JOINT <br />N. . <br />I/2 � 0 X I'-3' SMOOfH <br />DOWELS O 16' O.C. GRFASE <br />WRAP 1/2 UAR LENCIII TO DE <br />EMBEUDEU IN CONCREfE� <br />5' <br />E%PpN510N JOIM <br />'B' E%PANSION JOINf <br />Z._�. <br />/1 C- O 15' O.C. <br />p INICKENED EDGE WIIH <br />3-/� CONfINU0U5 BPRS <br />rSIPB REINFORCENENI (TYP.) <br />TYPICAL EXPANSION JOINT <br />H. . <br />' LLEARANCE <br />/4 <br />RWGIIEN CONSiflUCPON JqM (1 <br />rOP R�BOTIOM (1YP.) <br />CONfINU0U5 2�5 <br />TOP k BOTiOM (T <br />}' Q[/,RµCE <br />117a/:il�:i <br />yFN R�� NO �' <br />1. Fl47AR00U5 WiFRV15 NtE PPESEH� ON 7HE SffE <br />PND IIAY BE IXPOSE� WPoNG IXGVAl10N. REfER <br />TO ATTACNYEM A TO SECINN 01900, IN THE <br />FlRST PAW�CRAPN IN SPECW. PRO'ASION TITLEII <br />'ROADWAY PND SRE IXGVAlION M1U EY&WK4EHf'. <br />7. ALL WORK PERFORIIED WffF11N 25 FEEf OF AHY <br />BNSF TRACK REOUIRES: <br />(A) BNSF CONiNACIOR ORIEMAlION COURSE <br />(8) A BNff MGGER M�Q BE SCHEDUIFD AT lfASi <br />2 WORKING DAYS IN R�VANCE BT CAMACIING <br />THE BNSF [VEREfi H0�1bl5IER, WNO GN BE <br />REACHED 6T PNONE AT (1P5) 7W-6690. <br />CONCREfE SlAB <br />SEE PLFN FOR <br />IOUS 7%5 <br />BOTT04 (iYP.) <br />-8' CONCREfE <br />WHL (iYf'.) <br />-�5 015� O.C. WIIH QT <br />noac o E wuL <br />CNUSHED SURFACINC 945E COURSE <br />dPACTFD SUBGRADE <br />CONCREtE SIAB <br />OF BUILO�NGS <br />SIpEM�NN CONCREfE PUTFORM 11M115 (SEE L1BLE BELOW i0R WIDThI) <br />COMRACiOR SIinLL PROiECf IXISIING <br />CONCREfE PAD il5 NEEDED WRING <br />PUTFORY AND DRNNAGE INS�AlUTION. <br />SRE BL' SfA Y0.5�96.5 TO NM�02.2 <br />iRE IR' SIA 406102.2 i0 ]08�60.5 <br />iRE BL' SIA 206160.5 TO 306�0.5.5 <br />'$f1E 9L' SlA 206�55.5 i0 2011]5.5 <br />'St1E Bl' SfA Y07�75.3 i0 Y07�90.5 <br />'$IIE BL' SIA 201�905 TO TIM101.1 <br />'91E Bl' SfA 208�01.1 TO 20B165.5 <br />REINFORCEA1Et7� SHALL BE <br />RIGI�LY SUPPoRIE� PND TIED <br />ON CONCREfE BLOCKS <br />FlNISN GLWR <br />r2' CLE1ftANCE <br />� I <br />p' CRUSHEU SURFACINC BASE COURSE <br />70P COURSE <br />VAPOR BARRIER -- <br />N�FOH SUOCRADE PREPPRATION REfFR 70 SPECIFlCA710N5. <br />lYPICAL SLAB ON GRADE <br />JYA' <br />J�VY <br />..RS!7 <br />INC,� <br />wG Ow,xm6 Mc <br />100 IIfN Miw IE <br />B�1�nM. WA 9lODI <br />(�25) 6J5-1000 <br />CEMEM CONCREfE <br />CURB AND GUTTER <br />MAiCH PAVEMENT SLOPE <br />�— �C - <br />7I'-I' t/- <br />I1'-1a' r/- <br />22'-5' �/' <br />]''6' �/' <br />22''e' s/' <br />Ifi'-11' 1/- <br />72'-0' �/' <br />(SEE Cltt OF EVQiEfT SID. OM'G. 310A <br />FOR NOiES N0. 1 TO 3) <br />6'�6' - W1.IyWIA <br />TACTILE <br />�� `CONCREIE SUB <br />z• aua.wce SEE OETNL <br />1' WATER LINE 7H15 SMEEf <br />SEE SHEET C-602 �� P' SN11iMY SEWERI <br />FOF IOG�PON � SEE SH:Ef C-602 - <br />FOR LOCATION <br />� ELECTHIUL DUCTBMlK <br />SEE SHEEf C-602 FOR LOG710N� <br />� <br />6' UNOEflDRYN, INVERT VMIES. <br />SEE SNEEf C-611 FDR OETNLS <br />iYPICAL COMMUTER RAIL PLATFORM SECTION <br />Exsr. <br />WIiH <br />SEE NO7E 1 <br />2' MIN CRUSHm SURFACING <br />TOP COURSE COAIPACTED TO <br />95% IIA7(IYUM DENSIIY <br />SECTION A—A <br />xIS M4TE; <br />. 1. AUTCH FINISH CRADE ALONC WESi <br />EDGE OF E%ISf. CONRCEfE PAD. <br />(SEE C-701 FOR 11MIi5) <br />3' <br />H4ff5: <br />1. NOT USE� <br />2. TOP OF UNDFRWWN 71PES SHAIl BE <br />18' 41NINUM (IYPIGI) BELOW THE FlW�L <br />/XUDE Ai THE BOTTOY OF TIES. <br />}. FOR INSiAtUPON OF T/�CTRE WMNING <br />TIIE REFER i0 � <br />c-ns <br />C�^.Iv'J7C° <br />70 95xIDENSfiY) � <br />� <br />"1 �� Ra��� r.: �. <br />,. _..�_. ._ . :��. <br />_� _' <br />� — ,—; <br />2'-10� FROM EDCE ��B" <br />OF PIATFORM �m <br />DURINC IXGVATION WORN ADJACENT TO IfJE <br />i(UCK, THE IHIECflIIY OF THE TFUCN SFULL <br />NOT BE PEUIILED/DISNfiBED. THE CONIR/.CfOR <br />SfW1 SUBYR PROPOSED MEiFIODS �N� <br />CONSfRUCiION DEiAILS f1F SHOPoNC TO 7ME <br />flC510ENT ENGINEER FOR MPROVAL <br />SOUTN PARNING lOT <br />�-- A <br />RAIL PLATFORM L� � <br />FORN EDGE <br />•�' s " <br />SIDEWALK RAMP O SOUTH PARKING LOT <br />���--.'w <br />11�1�1 <br />NOT USED <br />AS NOTED <br />�: <br />C-712C-71�.DWC <br />n4oel lio.: <br />RfA/CP 21-06 <br />�.: <br />e-23-az <br />SOUNDER COMMUTER RAIL <br />EVERETT STATION <br />PHASE 2 <br />EVERE77, WASHINGTON <br />RAIL PLATFCRM DETAILS <br />CROSSING <br />pi1Nl <br />h � <br />3 HALF <br />. scaie <br />.�, <br />C-712 <br />� <br />f <br />J <br />