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T/BOTTOM PLAN <br />EL 10.78' <br />6 <br />6" D <br />CL EL 11.61' <br />6" D <br />CL EL 36.83' <br />25-P-0001 1 <br />3" PD <br />D13006 <br />D13006 <br />36" FRP <br />18" CS <br />0006 <br />LSHH <br />0006 <br />LSH <br />0006 <br />LSL <br />8 7 <br />4" PD <br />6" D <br />36" FRP <br />36" FRP <br />T/INFLUENT BUILDING LOW ROOF <br />EL 42.66' <br />T/ROOF DEBRIS REMOVAL <br />EL 38.28' <br />4 <br />5 <br />36" CCP <br />4 <br />6 <br />4" PD <br />GALVANIZED <br />GRATE IN EXISTING <br />REBATE <br />EXISTING FLOOR <br />DRAIN -FIELD <br />VERIFY ELEVATIONS <br />36" FRP <br />36" FRP <br />2 <br />2 <br />3 <br />4" CS <br />6 <br />7 <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 10:18:51 AMD-25-3002 <br />321 <br />PROCESS <br />INFLUENT BUILDING SECTIONS 2 <br />M. BRAY <br />T. LEMON <br />P. VENC <br />D-25-1001 SCALE: 1/4" = 1'-0" <br />1 DRAIN PIPING SECTION <br />D-25-1001 SCALE: 1/4" = 1'-0" <br />2 DRAIN PIPING SECTION <br />KEYNOTES: <br />1 SUMP PUMP PER SECTION 22 14 29.16. <br />2 INSTALL TANGENTIAL TEE ON EXISTING FRP PIPE PER 40 <br />50 36.71. <br />3 NOT USED <br />4 REMOVE BLIND FLANGE, CLEAN SLUDGE FROM PIPE, AND <br />POUR CONCRETE PLUG FROM WALL TO 2 FEET INTO <br />EXISTING PIPE WITH HYDROPHILIC WATER STOP AROUND <br />ANNULAR SPACE BETWEEN PIPE WALL AND CONCRETE <br />PLUG. RESEAL PENETRATION WITH BLIND FLANGE WHEN <br />COMPLETE. <br />5 ROUTE 4" PD AS REQUIRED TO ACCOMMODATE EXISTING <br />PIPING, SUPPORTS, AND APPURTENANCES. <br />6 INSTALL STEEL CL 150 REDUCING FLANGE, COAT BOTH <br />SIDES WITH LIQUID EPOXY PER PIPING SYSTEM <br />SCHEDULE. MATCH FLANGE BOLT PATTERN OF FRP <br />FLANGE. <br />7 REPAIR AND REPLACE FLANGE AS INDICATED ON <br />D-30-9001. <br />GENERAL NOTES: <br />1. PROVIDE PROFESSIONAL ENGINEERING SERVICES FOR <br />DESIGN OF PIPE SUPPORTS PER SECTION 40 05 01. ANY <br />PIPE SUPPORTS SHOWN ON THE DRAWINGS ARE <br />CONCEPTUAL ONLY.