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WRAP BARS AROUND <br />BUTT STRAP AND <br />TACK WELD <br />4"4"4"4"4" <br />10" MIN <br />EXISTING MORTAR <br />EXISTING STEEL <br />CYLINDER <br />STEEL PIPE <br />SEE NOTE 1 <br />SHOP APPLIED <br />LINING/COATING <br />FILL WITH MORTAR <br />FOLLOWING A <br />SUCCESSFUL AIR TEST <br />t <br />EQUAL DIAMETERS <br />DIFFERING DIAMETERS <br />SEE NOTE 1SEE NOTE 1FILLER PLATE AS <br />REQUIRED <br />FILL WITH MORTAR <br />FOLLOWING A <br />SUCCESSFUL AIR TEST <br />t <br />t <br />ATTACH BARS TO <br />BUTT STRAP AND <br />TACK WELD <br />END SHOP APPLIED LINING <br />AND COATING <br />1/4" X 1" BACKING <br />PLATE IN GAP FOR <br />FULL WIDTH OF JOINT <br />BOTTOM HALF <br />OF BUTT STRAP <br />PROVIDE MIN 6" OVER LAP OF <br />SHOP APPLIED FLEXIBLE <br />COATING. CMC SHOWN. <br />t <br />TYP <br />t <br />TYP <br />5 <br />30" CS <br />5' - 0" <br />1 <br />D-30-3006 <br />2 <br />3" MIN <br />30" RCCP <br />D13002 <br />D13002 <br />INV EL 11.24' <br />INV EL 7.03' <br />16" CS <br />5' - 0" <br />D13006 <br />30-G-1403 <br />OVERFLOW <br />CHANNEL DRAIN <br />SLIDE GATE <br />SEE C-10-1303 <br />FOR CONTINUATION. <br />ACCESS LADDER <br />MANWAY <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 10:19:26 AMD-30-3006 <br />340 <br />PROCESS <br />PRIMARY PIPING DETAILS <br />M. BRAY <br />T. LEMON <br />R. LONG <br />1 BUTT STRAP CONNECTION TO EXISTING CCP <br />GENERAL NOTES: <br />1. DRILL AND TAP BEFORE WELDING, A 1/4" HOLE FOR AIR- <br />SOAP TESTS. PLUG WELD HOLE ON SUCCESSFUL <br />COMPLETION OF THE JOINT TESTS. PERFORM JOINT TESTS <br />AS SPECIFIED. <br />2. BUTT STRAP TO BE FURNISHED IN TWO PIECES AND <br />SHIPPED LOOSE FOR FIELD JOINING. <br />3. "T" INDICATES THE THICKNESS OF STEEL PIPE AT THE <br />PIPELINE STATION WHERE USED. <br />4. PROVIDE FIELD APPLIED CEMENT MORTAR LINING (CML) IN <br />ACCORDANCE WITH AWWA C602 AND SPECIFICATION <br />SECTION 40 05 24. <br />5. PROVIDE FIELD APPLIED CEMENT MORTAR COATING (CMC) <br />IN ACCORDANCE WITH AWWA C602 AND SPECIFICATION <br />SECTION 40 05 24, OR HEAT SHRINK WRAP AND FILLET PER <br />SECTION 09 96 36. <br />D-30-3006 <br />D-30-2001 SCALE: 3/8" = 1'-0" <br />2 VAULT PIPE PENTRATIONS <br />KEYNOTES: <br />2 BUTT STRAP CONNECTION PER DETAIL 1/D-30-3006. <br />D-30-2007 SCALE: 1/4" = 1'-0" <br />3 OVERFLOW CHANNEL DRAIN SLIDE GATE SECTION <br />1 09/03/25 C. GISH CONFORMED DRAWING PER ADDENDUM NO. 6