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A NOTES; <br /> ® 1. CONCRETE UTILITY ENCASEMENTS SHALL BE PROVIDED ON <br /> NON-PRESSURIZED UTILITIES WITHIN THE UTILITY ENCASEMENT <br /> ZONE, UNLESS OTHERWISE NOTED. PRESSURIZED UTILITIES <br /> 1.-0" A WITHIN THE UTILITY ENCASEMENT ZONE SHALL BE ENCASED <br /> - <br /> WITH STEEL SPLIT CASING, SEE SPECIFICATIONS. <br /> z o,, c-Boos 2. GROUNDWATER ELEVATION VARIES. CONTRACTOR SHALL <br /> a a r o z it <br /> PROVIDE DEWATERING SYSTEMS AS REQUIRED DURING PIPE <br /> w m-4I INSTALLATIONS. <br /> Nza o� <br /> Z a L � 3. EXISTING PAVEMENT THICKNESS VARIES. REFER TO <br /> La a ^^ ^" " d •" '^ '" a GEOTECHNICAL REPORT FOR PAVEMENT THICKNESS <br /> Lai ag _ _ _ INFORMATION. <br /> a m m No waterlines <br /> SAWCUT EXISTING ° <br /> a" PAVEMENT (TYP) �� -- - - ,_ < crossed by tracks <br /> SEE NOTE 3. > <br /> DETECTABLE <br /> SELECT ON-SITE MARKING <br /> FILL TAPE <br /> b <br /> - ole <br /> e <br /> ---:- I ) _a m UTILITY ENCASEMENT.f <br /> E O SEE NOTE 1. <br /> SEE NOTE 2 , /Detail does not <br /> PIPE ZONE - -, apply to casing for <br /> BEDDING <br /> WATER pressurized pipe. • <br /> PIPE O.D. + 24"� UTILITY (SANITARY SEWER, POWER, <br /> 30" MIN. L TELEPHONE, FIBER OPTICS, STORM SEWER) The 24" spare <br /> casing is added for <br /> l DETAIL - TYPICAL STORM SEWER TRENCH (-2- <br /> L DETAIL - UTILITY ENCASEMENT future waterline <br /> C-005`C-007 SCALE: NTS C-005`TO C-007 SCALE: NTS crossing <br /> PIPE DIA + 12" MIN For COE water main or <br /> kAi_ sanitary sewer,this needs to <br /> be casing dia that needs to be <br /> _ 6" 6" large enough to carry water <br /> 10'-0" 10'-0" _ MIN r MIN <br /> MIN MIN main or sewer pipe. <br /> 1 <br /> ..-PORTLAND CEMENT <br /> 1 -- f� CONCRETE <br /> z <br /> iog <br /> I z y4 W 12" 0/C Is this to be a split <br /> m 1 (rill steel casing for COE <br /> N {JS RE-BAR PLACED water and sewer as <br /> WillAS SHO . - AL) noted in no-1. <br /> w J ♦ 1-_' + <br /> 4 <br /> z.4 <br /> ooK a <br /> N O <br /> .-o - - a <br /> L. <br /> a a z o / PPP' CONCRETE TO BE <br /> N m o - - - �� PLACED AGAINST <br /> UNDISTURBED EARTH <br /> o z o w 1 OR SOLID FORMWORK Track does not <br /> m TYP 3" 3.11 TYP cross pressurized <br /> 1 - pipes. Waterline is <br /> . UTILITY PROTECTION `UTILITY ENCASEMENT relocated outside <br /> ZONE. SEE NOTE 1. <br /> A l UTILITY ENCASEMENT ZONE (---B-- DETAIL - CONCRETE UTILITY Zone. <br /> TILITY ENCASEMENT track influence <br /> `C-�00�8 SCALE: NTS DRAWING SCALES SHOe. <br /> BASED ON 22"x34" DRAY.'. <br /> ,,,, �'H�;EC'EN�.NEEH SCALE <br /> C.FISCHER PORT OF EVERETT DWG.NO. <br /> C-008 <br /> Port of m°n°tt a nIchol 100% SUBMITTAL � NEA.pATT1-RSON °"2016/08/23 TERMINAL RAIL UPGRADES <br /> lL%1�}TT1TITVTI 630 UNNERSITY STREE ISSUED:2016/08/23 PHASE 2 aPtii; I-O Oc <br /> J` MLIKWM 1 11 SUITEd610 NOT TO BE USED FOR CONSTRUCT10r, oanw.ev r4atEoer. <br /> C.GRi rcAy <br /> SEATTLE, WA 9810' PROJECT <br /> Po.BOx, 206-622-0222 „n��°B DRAINAGE DETAILS-SHEET 1 -1 NO MT-RR-2011 <br /> EVERETT ,;:...6206 /_// <br /> Pt.425.259-3164 PROJECT NO, 9226 <br /> REVISION SHEET NO. 35 OF <br />