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T/BOTTOM PLAN <br />EL 10.78' <br />INV, EL, 41.88' <br />30-VLV-0001 <br />1" V <br />1 <br />20" CS <br />4" 2W <br />EL 30.78' <br />CL EL 12.78' <br />CL EL 31.23' <br />T/PRIMARY STORAGE WALKWAY <br />EL 33.78' <br />88 <br />9 9 <br />10 <br />T/BOTTOM PLAN <br />EL 10.78' <br />20" CS <br />30-VLV-0001 <br />1" V <br />T/PRIMARY STORAGE WALKWAY <br />EL 33.78' <br />5 <br />D-30-3004 <br />0302 <br />LSH <br />3" 2W <br />0302 <br />ZS <br />4 <br />FLUSHING GATE <br />FLUSHING SUMP <br />WALL, EDGE OF <br />CONCRETE7 <br />3" 2W <br />2 <br />INV EL 31.08' <br />T/PRIMARY STORAGE WALKWAY <br />EL 33.78' <br />5 <br />6 <br />5 1/2" DIA <br />1 1/2" <br />PIPE END INV 30.66' <br />1 <br />D-30-3005 <br />3 <br />30" CS <br />18" CCP <br />D-30-1001 SCALE: 3/8" = 1'-0" <br />4 FLUSHING SUMP FILL WATER PLAN <br />D-30-2011 SCALE: 3/16" = 1'-0" <br />2 PRIMARY STORAGE OVERFLOW SECTION <br />D-30-2011 SCALE: 3/16" = 1'-0" <br />3 PRIMARY STORAGE OVERFLOW SECTION <br />D-30-3004 SCALE: 3/8" = 1'-0" <br />5 FLUSHING SUMP FILL WATER SECTION <br />EALNIO N GTR <br />SRFOE <br />SPSTA EREERSGEITE G ID NTNOE <br />HOFWAS <br />N <br />I <br />57595M YOLL Y E. <br />B <br />R <br />APLANS 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-3525-20-25-30V23.rvt8/26/2025 10:19:22 AMD-30-3004 <br />338 <br />PROCESS <br />PRIMARY COMBINED SEWER STORAGE <br />SECTIONS AND DETAILS 3 <br />M. BRAY <br />T. LEMON <br />R. LONG <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL PROVIDE PROFESSIONAL <br />ENGINEERING SERVICES FOR DESIGN OF ALL PIPE <br />SUPPORTS PER SECTION 40 05 01. ANT PIPE SUPPORTS <br />SHOWN ON THE DRAWINGS ARE CONCEPTUAL ONLY. <br />GENERAL NOTES: <br />1. PROVIDE PROFESSIONAL ENGINEERING SERVICES FOR <br />DESIGN OF ALL PIPE SUPPORTS PER SECTION 40 05 01. ANY <br />PIPE SUPPORTS SHOWN ON THE DRAWINGS ARE <br />CONCEPTUAL ONLY. EXCEPT AS INDICATED. <br />KEYNOTES: <br />1 1-INCH DIAMETER SST VENT. <br />2 BALL VALVE PER SECTION 40 05 02.29, TYPICAL 12 <br />INSTANCES. FURNISH VALVES WITH SQUARE NUT <br />OPERATOR. PROVIDE 6-INCH CORE DRILL FOR ACCESS <br />TO BALL VALVE BELOW DECK. CENTER CORE DRILL OVER <br />CENTER OF SQUARE NUT OPERATOR. <br />3 BUTT STRAP CONNECTION TO EXISTING 18-IN DIAMETER <br />CCP PIPE PER DETAIL 1/D-30-3006. FIELD VERIFY <br />CONFIGURATION AND DIAMETER OF EXISTING PIPE AND <br />COORDINATE WITH SPECIFIED BUTT STRAP. SUBMIT <br />PROPOSED CONNECTION DETAIL PER 40 05 01 ONCE <br />EXISTING CONDITIONS ARE DETERMINED. <br />4 TERMINATE PIPING WITH PLAIN END. ROTATE <br />DISCHARGE TO 45-DEGREES BELOW HORIZONTAL AND <br />DIRECT PIPE DISCHARGE TOWARD WALL. POSITION <br />INVERT OF PIPE TERMINATION AT SPECIFIED ELEVATION <br />OR HIGHER. <br />5 9" DIAMETER, 1/4" 304 SST CHECK PLATE <br />6 5-1/2" DIAMETER BY 1-1/2" WIDE CYLINDER, 1/8" MIN <br />THICKNESS, 304 SST. <br />7 FLUSHING SUMP FILL WATER DETAIL TYPICAL 12 <br />FLUSHING SUMPS. <br />8 SUPPORT LUGS WELDED TO PIPE WALL. FOUR (4) LUGS <br />PER SUPPORT. FURNISH AS PART OF CONTRACTOR <br />DESIGNED PIPE SUPPORTS, SECTION 40 05 07.00. <br />9 CONTRACTOR DESIGNED PIPE SUPPORTS PER 40 05 <br />07.00. ATTACH TO STRUCTURAL FRAMING. <br />10 EXISTING SADDLE, ABANDONED IN PLACE OR DEMOLISH <br />AS REQUIRED PER GX-30-1001. <br />D-30-2010 SCALE: 1/2" = 1'-0" <br />6 CS CONTROL VALVE VAULT DETAIL <br />1 09/03/25 C. GISH CONFORMED DRAWING PER ADDENDUM NO. 4