Laserfiche WebLink
T/BOTTOM PLAN <br />EL 10.78' <br />6 <br />16" CS <br />18" CS <br />X-00-000 <br />14 <br />1 <br />9.20' <br />INV EL 8.03' <br />4 <br />D-30-3007 T/BOTTOM PLAN <br />EL 10.78' <br />16" CS <br />18" CS <br />1 <br />D-30-3007 <br />4 <br />INV EL 9.19' <br />INV EL 8.03' <br />T/BOTTOM PLAN <br />EL 10.78' <br />INV EL 9.20' <br />INV EL 8.03' <br />18" CS <br />16" CS <br />1 <br />X-00-000 <br />24 <br />D-30-3007D-25-9001 <br />1 <br />18" CS <br />1/2" STEEL <br />PLATE <br />1/4" <br />16" CS <br />EPOXY ANCHOR BOLT, 3/4" <br />LENGTH AS NEEDED TO <br />CLEAR EXISTING THIMBLE <br />(8 PLCS) <br />EXISTING <br />WALL <br />2 <br />1 <br />3 <br />4 <br />4" MIN <br />4" MIN <br />EXISTING WALL <br />THIMBLE, NTS <br />6 <br />D-30-3007 <br />WALL THIMBLE FACE <br />5 <br />3 <br />D-30-3007 <br />1/4" <br />4" MIN, WALL THIMBLE <br />TO EDGE OF PLATE, <br />TYP ALL SIDES. <br />EXISTING WALL <br />THIMBLE, BEHIND. NTS, <br />FIELD VERIFY. <br />4" <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 10:19:29 AMD-30-3007 <br />341 <br />PROCESS <br />PRIMARY COMBINED SEWER STORAGE DRAIN <br />PIPING SECTIONS <br />M. BRAY <br />T. LEMON <br />M. BRAY <br />KEYNOTES: <br />1 FABRICATED STEEL PIPE WITH GROOVED END FITTINGS: <br />ASTM A53, GR B, TYPE E OR TYPE S, DIMENSIONS PER <br />MANUFACTURER’S STANDARD. 316 SST BOLTS. <br />2 FIELD VERIFY SPOOL LENGTH REQUIRED TO <br />ACCOMMODATE PIPING ARRANGEMENT. <br />3 CHIP OUT CONCRETE AS NEEDED TO INSTALL PIPE <br />TRANSITION AND COUPLINGS. <br />4 1/4" NEOPRENE GASKET TO MATCH DIMENSIONS OF <br />EXISTING WALL THIMBLE. EPOXY TO FACE OF PIPE <br />COLLAR. <br />5 GRIND FACE OF EXISTING WALL THIMBLE SMOOTH AS <br />REQUIRED TO SEAT GASKET. <br />GENERAL NOTES: <br />1 FILL EXISTING SUMPS AS INDICATED ON STRUCTURAL <br />DRAWINGS. <br />2 FIELD VERIFY EXISTING SUMP AND TRENCH DIMENSIONS <br />AND INVERT ELEVATIONS. ARRANGE PIPE AS REQUIRED <br />TO ACCOMODATE EXISTING CONDITIONS. <br />D-30-2001 SCALE: 3/16" = 1'-0" <br />1 DRAIN PIPING SECTION <br />D-30-2002 SCALE: 3/16" = 1'-0" <br />2 DRAIN PIPING SECTION <br />D-30-2003 SCALE: 3/16" = 1'-0" <br />3 DRAIN PIPING SECTION <br />D-30-3007 SCALE: 1" = 1'-0" <br />4 ENLARGED SECTION <br />D-30-3007 SCALE: 1" = 1'-0" <br />5 ENLARGED SECTION <br />5 <br />4