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1 <br />D-30-3001 <br />2 <br />D-30-3001 <br />5 6 <br />3 <br />D-30-3003 <br />30-G-0602 <br />CELL 6 FLUSHING GATE 2 <br />30-G-0601 <br />CELL 6 FLUSHING GATE 1 <br />30-G-0301 <br />CELL 3 FLUSHING GATE 1 <br />30-G-0302 <br />CELL 3 FLUSHING GATE 2 <br />30-G-0303 <br />CELL 3 DRAINAGE <br />SLIDE GATE <br />30-G-0603 <br />CELL 6 DRAINAGE <br />SLIDE GATE <br />CELL 6 CELL 3 <br />MATCH LINESEE DRAWING D-30-2004MATCH LINE <br />SEE DRAWING D-30-2002 MATCH LINESEE DRAWING D-25-10011 <br />D-30-3007 <br />0602 <br />LSH <br />0602 <br />ZS <br />0601 <br />LSH <br />0601 <br />ZS <br />0302 <br />LSH <br />0302 <br />ZS <br />0301 <br />LSH <br />0301 <br />ZS <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />D30001P <br />30" RCCP <br />2 <br />3 (TYP) <br />4 <br />. <br />4" 2W <br />5 <br />5 <br />1' - 4" MIN <br />D30001P <br />6" 2W <br />8" 2W <br />6 <br />7 <br />8 <br />A <br />B <br />4 <br />D13006 <br />2 <br />D-30-3006 <br />5' - 0" <br />. <br />16" CS 9 <br />10 10 <br />30" CS <br />11 <br />30" CS 12 <br />13 <br />13 <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 10:18:58 AMD-30-2001 <br />324 <br />PROCESS <br />PRIMARY COMBINED SEWER STORAGE <br />PARTIAL PIPING PLAN 1 <br />M. BRAY <br />T. LEMON <br />R. LONG <br />KEYNOTES: <br />1 INSTRUMENTATION FURNISHED AS PART OF FLUSHING <br />GATE VENDOR PACKAGE PER SECTION 46 46 61. <br />2 PRESSURE VAULT COVER PER SECTION 33 05 13. VAULT <br />PER STRUCTURAL DRAWINGS. <br />3 COORDINATE PIPING ARRANGEMENT WITH EXISTING PIPE <br />SUPPORTS. DEMOLISH CONCRETE PIPE SUPPORTS AS <br />REQUIRED. <br />4 6" CROSS. <br />5 WATER CANNON PENETRATION 4-IN MAXIMUM FROM <br />GUARDRAIL. <br />6 8" X 8" X 6" TEE. <br />7 8" X 8" X 8" TEE. <br />8 8" X 3" CONCENTRIC REDUCER. <br />9 16" CS IN EXISTING TRENCH, BELOW STRUCTURAL FILL <br />AS SHOWN ON STRUCTURAL DRAWINGS. <br />10 MOUNT GATE FRAME AS INDICATED ON DETAIL <br />A/S-30-3012 <br />11 316 SST HYDRAULIC LINES. FIELD ROUTE AS <br />RECOMMENDED BY MANUFACTURER. <br />12 CS PIPE IS BELOW GRADE, AS SHOWN ON D-30-3005. <br />13 6" X 3" CONCENTRIC REDUCER. <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. <br />2. 2W WATER ROUTED BELOW WALKWAY OR DECK. 2W <br />PIPING DEPICTED WITH DASHED LINES TO BE ROUTED <br />BELOW THE DECK. <br />D-30-1001 SCALE: 3/16" = 1'-0" <br />2 PRIMARY STORAGE PARTIAL PIPING PLAN 1