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T/WALL <br />EL 27.75' <br />T/CONC CLARIFIERS <br />EL 13.58' <br />T/EFFLUENT CHANNEL <br />EL 22.33' <br />SW EQUALIZATION <br />4" 2W <br />6" 2W <br />6" 2W <br />36" SW <br />30" SW <br />42" SW <br />1 <br />2 <br />CL EL 26.58' <br />CL EL 28.33'CL EL 28.16' <br />3 <br />1" 2W <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-3525-35-50-55V23.rvt8/26/2025 10:40:19 AMD-35-3001 <br />344 <br />PROCESS <br />STORMWATER EQUALIZATION SECTION 1 <br />C. GISH <br />T. LEMON <br />R. LONG <br />D-35-1001 SCALE: 3/16" = 1'-0" <br />1 SECTION <br />KEYNOTES: <br />1 APPROXIMATE CENTERLINE ELEVATION, FIELD VERIFY <br />WITH WALKWAY INSTALLATION PER AREA 40 <br />STRUCTURAL SHEETS <br />2 WATER CANNONS PER STANDARD DETAIL D31008P, <br />VOLUME 4 OF 6 <br />3 PLUG EXISTING 10" PIPE AND FILL SLUDGE HOPPER PIT <br />WITH GROUT PER SECTION 03 60 00 UNTIL FLUSH WITH <br />INVERT OF BASIN.