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24" CS <br />20" CS <br />GROUND EL APPROX. EL 13.50' <br />60-VLV-0301 <br />60-VLV-0302 <br />BC <br />24" CS <br />1 <br />1 <br />EL 5.33' <br />CL EL 7.64' <br />3" D <br />60-VLV-0401 <br />CL EL 5.99' <br />EL 5.47' <br />INV CL EL 27.80' <br />CL EL 21.24' <br />2 <br />3 <br />TRIANGLE DETAIL <br />VANE DETAIL <br />1" R"15.56"15.56"8.42 <br />"11 <br />"1115.56" <br />SECTION A -FLOOR CONE <br />NOTES: <br />1.CONSTRUCTED OF STAINLESS STEEL (MIN 0.25" THICKNESS) WITH <br />3/4" THICK BASE PLATE ANCHORED TO TRENCH FLOOR. <br />2.CONE SPECIFICATION: FABRICATED OUT OF 8 TRIANGLE PIECES <br />(SEE DETAIL) <br />TOTAL HEIGHT = 11 IN <br />BASE DIAMETER = 22 IN <br />3.VERIFY FINAL PUMP SETTING. FLOOR CONE DIAMETER SHOULD BE <br />0.75xBELL (INLET) DIAMETER AND HEIGHT OF FLOOR CONE <br />SHALLBE 0.25xBELL (INLET) DIAMETER. FLOOR CONE SHALL BE <br />SET TO ALLOW A MIN OF 0.5" CLEARANCE BETWEEN SUCTION <br />BELL AND VANES. <br />(4) 1/2" DIA x 8" SST HS <br />ALLOWED <br />1/4 <br />"22 "11FLOOR CONE PLAN <br />VANE (2 TOTAL) <br />SEE VANE DETAIL <br />3/4" THICK SS PLATE <br />1/4" SS PLATE, TYP <br />FJP <br />"2'-6" <br />""243 <br />CL <br />"8""2'-622 NOTE: CENTERLINE <br />ORIENTATED INLINE WITH <br />WET WELL CENTERLINE <br />PUMP INTAKE BELL <br />A <br />"1/2VANE <br />EALNIO N GTR <br />SRFOE <br />SPSTA EREERSGEITE G ID NTNOE <br />HOFWAS <br />N <br />I <br />R39155ICHARDEUGENELONGPLANS 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-3525-60V23.rvt8/26/2025 11:11:29 AMD-60-3002 <br />367 <br />PROCESS <br />EFFLUENT PUMP STATION SECTIONS AND <br />DETAILS <br />C. LAIRD <br />T. LEMON <br />R. LONG <br />D-60-1001 SCALE: 3/8" = 1'-0" <br />1 SECTION <br />D-60-3001 <br />KEYNOTES: <br />1 TRANSITION TO HDPE PIPE. <br />2 CONTRACTOR DESIGNED PIPE SUPPORT PER 40 05 07.00. <br />ATTACH TO STRUCTURAL FRAMING. <br />3 MOUNT PUMP BASE ELBOW PER 43 05 13 <br />2 HYDRO-CONE DETAIL <br />1 09/03/25 C. GISH CONFORMED DRAWING PER ADDENDUM NO. 4