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SE 1/4, NE 1/4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> 252' - <br /> 5'x10' METAL-L <br /> A ACCESS GRATE <br /> -FROM MODULAR WETLAND <br /> k/ I y <br /> CELL #1 <br /> 20' <br /> f— STORM MANHOLE FRAME —"� r <br /> 2' AND COVER PER CITY OF I�5' INTERIOR WALL OPENING <br /> OPENING '__P) <br /> EVERETT STD DWG 607A I <br /> MARKED "DRAINAGE" (TiP, 7) 4 <br /> tIt 3'e <br /> W.�) I <br /> B �� I , CELL #2 20'I 1 (s) tB <br /> I —� <br /> 0 <br /> STORM VAULT PLAN VIEW A <br /> N.T.S. 12" DIAMETER <br /> VENTILATION PIPE (TYP, 3) -TO FLOW CONTROL <br /> STRUCTURE <br /> SHELTER <br /> o - SEATWALL <br /> E <br /> _ FINISHED GRADE , NOTE TO REVIEWER: <br /> MANHOLE ACCESS (TYP) STRUCTURAL DESIGN PLANS FOR <br /> DETENTION VAULT TO BE COMPLETED <br /> DURING THE 90% DESIGN PHASE. <br /> 570 48" DIAMETER - <br /> - - 570 <br /> RISER SECT]QNS_____ __ <br /> - <br /> o - <br /> -- 7....------48.. DIAMETER <br /> ACCESS RISER <br /> -1 SECTIONS <br /> 20' = 20' <br /> _ - �ELEV=566.40t <br /> E <br /> ° a. _ °a - �ELEV=565.40 <br /> U - — 16� <br /> i _ I VAULT <br /> __ .... .--- - I,I�7 HWL ELEV=562.90_ <br /> 1 1 SOLDIER PILE OR OTHER SHORING <br /> 8 - METHOD PER SPECIAL PROVISIONS <br /> _ <br /> a I _ <br /> 1.5:1 OR PER GEOTECH <br /> UVE STORAGE <br /> RECOMMENDATIONS <br /> E <br /> 560 560 <br /> E _ <br /> U <br /> - ELEV=558.90 - I ►7-5' 41 <br /> I <br /> _ ELEV=557.10 4' <br /> ry - DEAD STORAGEI <br /> ___Z. P <br /> 5% 5% - 5% ^5% 1 I <br /> __ r _� _— It5'-..-I <br /> a os' CALL 2 BUSINESS DAYS BEFORE YOU DIGp7:T:1 <br /> a �ELEV=556.10t d <br /> A a r <br /> 555 555 VAULT EXCAVATION SECTION 1 800 424 5555 <br /> x C DR1 SCALE N.T.S. UTILITIES UNDERGROUND LOCATION CENTER I <br /> a STORM VAULT SECTION A—A <br /> N.T.S. <br /> Drawing No <br /> E Drawn By Date cr`ei r COMMUNITY TRANSIT <br /> erteet a___ -�o 0 6C%SUBMITTAL MMC 7/7/16 DD2 <br /> •I Demgned By Hod. SEAWAY TRANSIT CENTER <br /> 425-252-770011-800-615-9900 commUnitytransit� NOT FOR ec By 7/7/16 = Sheet No. <br /> 2707 Colb Avenue,Suite 900 Checked <br /> Y `�.r,,1�;,.t. CONSTRUCTION BC 7/7/16 Vert DRAINAGE DETAILS <br /> m No. Dote Revision S, tPPr Everett,Washington 98201 s Approved By 201110155.016 r & FACILITY P LAN S <br /> a' <br /> of Total <br />