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4 46-ST-0130 <br />16" CS <br />46-VLV-0131 <br />1 <br />5 <br />62 <br />46-VLV-0132 <br />0130 <br />PI <br />EL 16.33' <br />EL 28.33' <br />CL EL 18.04' <br />1 <br />2 <br />346-ST-0230 <br />0230 <br />PI <br />46-VLV-0231 5 <br />16" CS <br />6 <br />46-VLV-0232 <br />EL 28.33' <br />EL 16.33' <br />CL EL 18.04' <br />EALNIO N GTR <br />SRFOE <br />SPSTA EREERSGEITE G ID NTNOE <br />HOFWAS <br />N <br />I <br />20100345CASEYCHARLE <br />S <br />GISHPLANS ISSUED FOR <br />BID <br />ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD <br />CONST RECORD <br />Drawing <br />Sheet No. <br />Of Total <br />Designed <br />Drawn <br />Checked <br />Design Review Level <br />500 <br />Plot dateFilepath\FilenameWO# UP-3525 <br />PORT GARDNER <br />everettwa.gov <br />3200 Cedar Street <br />Everett, WA 98201 <br />425.257.8800 <br />NO. DATE APRVD REVISION <br />12/2/2024 ZB <br />STORAGE FACILITY - <br />FACILITY CONSTRUCTION PACKAGE <br />09/03/2025 ZBAutodesk Docs://157889 - PGSF/D-3525-46V23.rvt8/26/2025 11:04:17 AMD-46-3002 <br />355 <br />PROCESS <br />LIFT STATION 46 SECTIONS 2 <br />C. GISH <br />T. LEMON <br />R. LONG <br />D-46-1001 SCALE: 1/2" = 1'-0" <br />4 DIRECT FLOW PUMP SURGE TANK <br />D-46-1001 SCALE: 1/2" = 1'-0" <br />5 INDIRECT FLOW PUMP SURGE TANK <br />KEYNOTES: <br />1 DISMANTLING JOINT PER 40 05 06. <br />2 FOR CONTINUATION, SEE SHEET C-10-1304. <br />3 DIPPING TUBE STYLE SURGE TANK PER 43 16 23.03. <br />4 BLADDER STYLE SURGE TANK PER SECTION 43 16 23.02. <br />5 3" BALL VALVE VALVE PER 40 05 63.01. <br />6 TRANSITION TO HDPE PIPE BELOW GRADE.