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Aa Ab Ac Ba Bb Bc <br />1 <br />D-25-3001 <br />1 <br />D-25-3002 <br />4" PD <br />6" D <br />6" D <br />6" D <br />6" D <br />6" D3" PD <br />2 <br />D-25-3002 <br />25-P-0001 <br />INFLUENT BUILDING <br />SUMP PUMP <br />PROVIDE GALV <br />GRATING FOR <br />EXISTING REBATES <br />25-VLV-0101 <br />25-VLV-0103 <br />25-VLV-012 <br />25-VLV-0105 <br />25-VLV-0104 <br />1 <br />36" FRP <br />4" CS <br />A B <br />8 <br />7 <br />0006 <br />LSHH <br />0006 <br />LSH <br />0006 <br />LSL <br />6" D <br />36" CCP <br />23 <br />4 <br />D-25-9001 <br />B <br />D-25-9001 <br />A <br />6 <br />Aa Ab Ac Ba Bb Bc <br />1 <br />D-25-3001 <br />1 <br />D-25-3002 <br />A B <br />8 <br />7 <br />4" PD <br />D13006 <br />5 <br />6 <br />7 <br />KEY PLAN <br />SCALE: NTS <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 10:18:46 AMD-25-1001 <br />319 <br />PROCESS <br />INFLUENT BUILDING UPPER AND LOWER <br />PLANS <br />C. BIESEMEYER <br />T. LEMON <br />M. BRAY <br />KEYNOTES: <br />1 VALVE PER 40 05 02.89, TYPICAL 5 INSTANCES. INSTALL <br />BUTTERFLY VALVE WITH SHAFT ORIENTED HORIZONTAL, <br />PER 40 05 60. JOIN VALVE TO EXISTING FLANGE. FIELD <br />VERIFY EXISTING FLANGE DIMENSIONS AND COORDINATE <br />WITH ADJACENT VALVE CONFIGURATION. <br />2 GRATING OVER SUMP NOT SHOWN FOR CLARITY. <br />3 REPLACE OFFSET FITTING IN KIND, FLANGE TO FLANGE. <br />FIELD VERIFY FITTING CONFIGURATION. <br />4 ROUTE 6" D TO EXISTING SUMP. SLOPE PIPE AT 1% <br />TOWARD SUMP. <br />5 8" 2W TO AREA 30 WALKWAY. <br />6 SEE PLUMBING DRAWINGS FOR CONTINUATION. <br />7 PD FROM SUMP PUMP TO AREA 20 DEBRIS REMOVAL. <br />SCALE: 3/16" = 1'-0" <br />INFLUENT STORAGE BUILDING LOWER LEVEL1 <br />SCALE: 3/16" = 1'-0" <br />INFLUENT BUILDING PIPING PLAN UPPER LEVEL2