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0 <br />A <br />/+� <br />NORTII <br />OPERATIONS BUILDING <br />CEAIEN7 CONC. <br />CVSS 4000 <br />fIBER JOINT <br />WC lENG7H <br />AS REO'D.— <br />'SRE BL� 2Q6+02.2, 83.30' Ri I �BUILDING UNE � L <br />i0P OF CRATE = 59.89 <br />S=o.759. —'SRE BL' 206+60.2. 83.30' RT <br />� 6' DRAIN _�_ iOP OF GRATE = 59.89 <br />58 lF <br />TRENCH DRAIN DEfAIL OPERATIONS B:1ILDING <br />N.T.S. <br />. IWMWIIS 11AiERULS ANE PRCSE41 ON TIIE SRE <br />ANU YAY i3C IXPOSEO DUPINC E%GVAl10N. HEFER <br />70 ATiACIIMCNI A 70 SCC110N 01900, IN /IIE <br />FIN51 PARAGRAPII IN SF'CCNL PRONSION 11ilFU <br />'RMDWAY AND SIfE IXGVA710N AN� ENBRNKAIEM� <br />. ALL WORK PCRFORYCU WIiIIIN 25 FEEf OF MfY <br />DNS( TRACK REOUIflCS: <br />(A) ONSF CONTRACTOR ORIEMAiION COURSE. <br />(U) A BNSF FlM;CER kSlSI BE SCHEDUlEO Ai LF/S <br />2 WOHKING DAYS IN MVANCC HY COHTACtING <br />iNE �NSF EVEHETi ROAI1NASiER, NR10 GW BE <br />nnfurn m vNnuC eT lt951 ]f11-fifi9f1. <br />TO CO C-G02-2 <br />� <br />m <br />NYW <br />MYW <br />\�y <br />'SiTE DL' 208+05.48, 2E.0' RT <br />TOP Of GRATE = 59.56 —� <br />//-- 12' GST IRON LOCKING RING <br />/ h COVER 1AARKED 'C.0' ON IJD. <br />/, FINISHED <br />� GHADE <br />. � <br />OEND <br />�S BEND OR WYE <br />TYPICAL CLEANOUT DEfAIL <br />N.'.5. <br />• MSTALL EVERY 250' <br />6' DRAIN <br />�O IE 58.00 <br />NON1N <br />�_ FROM CONCREfE INLET <br />� C-602-J <br />5�0.75A <br />f7R: <br />DRNN <br />TRENCH DRlUN AND CONNECTION DEfAIL <br />N.T.S. <br />INCAi <br />wu o�armr, wc. <br />�oo iinn r.,�.. �c <br />Btllmw, �A 9EW� <br />(a35) 635-1000 <br />GSi IRI <br />caouwo <br />1� IPS HOSE BIB <br />IMI-SIPFION <br />FRFIIE RFSISfAM- <br />r�wvFD DauH vart <br />LDCKINC 11D �/ NGN-SNID IIXfUPE <br />s[t wx nusH w�M <br />coiiin� $�arkE 1 <br />1• WA7FR PIPE .�Oy'ATION OF NOSE 818 BOX <br />seu4d ausII � <br />207+89 90.0' Rf <br />NOIE: COMRAC10fi 4W1 SU811I A GllLOC CUi FOR MPROYPL <br />'SITE BL' 208+25.48, 26.0' RT <br />70P OF GRATE = 59.71 <br />� <br />SouHnTwwsrr <br />HOSE BIB BOX <br />- N.T.S. <br />1 R' <br />UNDERDRAIN DEfAIL <br />N.i.S. <br />THE SfA1lON AND OFFSEf !S 5li0wN <br />IN TIIE ADW.' TPBIE ME FEFERENCW <br />TO 'SRE BC CONSTRUCTION � <br />GEOTEXTI�C FAEiRIC <br />6' 17N. PJC PERFORAiED PIPE <br />(SEE NOTE 1 BELOw) <br />GRAVEL E3ACKFlLL FOR ORAINS <br />�: <br />I. PERFOIUiED PVC UNDQiDR1JN PoPE SFWL NEE7 THE REOUIREMEMS OF <br />NSHTO 4 2')B. ILL PERFOMiED PIPE SH41 6E WD WffH 7HE <br />PERiOfUTI0N5 DOWN. <br />AS NOTED <br />�a: C-611.OWG <br />A No.: <br />flTA/CP 21-06 <br />8-Z3-0P <br />SOUNDER COMMUTER RAIL <br />EVERETT STATION <br />PHASE 2 <br />EVERETT,WASHINGTON <br />STORM DRAINAGE DETAILS <br />�µwr <br />� <br />: HAI F�` <br />. SCALE <br />�' <br />C-611 <br />c <br />� <br />0 <br />