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SE 1 /4, NE 1/4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> 590 590 <br /> 1 1 1 <br /> 580 1------- 580 <br /> ix <br /> —' wm <br /> t <br /> 1GS^E <br /> A=55674+.0041.55 (22.28' LT)T) <br /> E 570 i '`` 570 <br /> WW I <br /> 12 we <br /> IE564.77 1 I <br /> o ------ 1 <br /> —o 6 SS� r <br /> 36LF 12' PVC 00.00X— 12' DIP E-560.77 I I o IE=564.65 <br /> 560 i 1 560 <br /> 77LF 12" PVC 00.71X <br /> m �'-- I, , 1 = 62LF 12' PVC 00.73X _D 5i3LF 12" PVC 00.71i <br /> ',, 1 I <br /> E558.90 I <br /> LI <br /> DETENTION <br /> r . VAULT T <br /> B#12 TYPE 2-54' T B #14 <br /> FLOW CONTROL STRUCTURE _ 1 <br /> E 550 (SEE DWG. DD1) W/SOLID OCKINGBLID '!SEEEDWG TFPICH �IN 1 550 <br /> 713 W/SOLID LOCKING UD PER PER C.O.E. STD DWG. 607A <br /> COE STD DWG 607A N:342402.42, E:1290940.79 <br /> a, 8' SS IE=556.57 <br /> t N:342465.94.. E:1290897.71 GE=568.20 (NEED POTHOLE CONFIRMATION) <br /> 12" IE=558.35 (NW) <br /> 12" IE=558.90 (NW) 12' IE-558.35 (E) <br /> 12" IE=558.90 (SE) <br /> i <br /> E. <br /> O <br /> E <br /> UE <br /> 7 <br /> ill <br /> CALL 2 BUSINESS DAYS BEFORE YOU DIG Tt•,�•i.I:T:1 <br /> 1 800 424 5555 Pir <br /> x UTILITIES UNDERGROUND LOCATION CENTER I <br /> U <br /> g <br /> E Drawn By Dote SCALE <br /> COMMUNITY TRANSIT Drawing Na <br /> eI . oar �o 0 60%SUBMITTAL M"c 7/7/16 DP1 <br /> Down.'By N°^rt SEAWAY TRANSIT CENTER <br /> 425-252-770011-800-615-9900 commUnityt 9_9 NOT FOR Checked 7/7/16 Vert Sheet <br /> 2707 ColbyAvenue,Suite 900 CONSTRUCTION shoot No. <br /> '7'r1e;,tom` BC 7/7/16 1'=5• <br /> No. Date Revision BY APD� Everett.Washington 98201 "°°�°'� zo0155.016 r DRAINAGE PROFILES <br /> of Total <br />