Laserfiche WebLink
4 <br />D-46-3004 <br />3 <br />D-46-3004 <br />SEE DRAWING D-46-1001 <br />FOR CONTINUATION <br />3" D <br />SEE DRAWING C-10-1304 <br />FOR CONTINUATION <br />0205 <br />PI <br />0203 <br />PIT <br />0204 <br />FE <br />1 <br />16" CS7' - 0"5' - 6" <br />1' - 8" <br />HDPE <br />SEE DRAWING C-10-1304 <br />FOR CONTINUATION <br />16" CS <br />PRECAST CONCRETE <br />VAULT PER SECTION <br />03 48 11 <br />0205 <br />PI <br />0203 <br />PIT <br />0204 <br />FE <br />16" CS <br />1 <br />TOP OF VAULT EL 16.34' <br />TOP OF PILE CAP EL 10.34' <br />3" D <br />SLOPE 1/4" / 12" <br />C82002P <br />(TYP) <br />SEE DRAWING C-10-1304 <br />FOR CONTINUATION <br />5 <br />D-46-3004 <br />6 <br />D-46-3004 <br />0104 <br />PIT <br />0106 <br />PI <br />0105 <br />FE 1' - 10"7' - 0"5' - 6" <br />1' - 8" <br />1 <br />SEE DRAWING C-10-1304 <br />FOR CONTINUATION <br />SEE DRAWING D-46-1001 <br />FOR CONTINUATION <br />16" CS <br />3" D <br />16" CS <br />HDPE <br />SEE DRAWING C-10-1306 <br />FOR SETTLEMENT/SEISMIC JOINT <br />PRECAST CONCRETE VAULT <br />PER SECTION 03 48 11 <br />P12002 <br />PIPE MATERIAL TRANSITION <br />16" CS <br />0205 <br />PI <br />0204 <br />FE <br />0203 <br />PIT <br />CL EL 12.33' <br />TOP OF PILE CAP EL 10.34' <br />TOP OF VAULT EL 16.34' <br />3" D <br />TOP OF VAULT EL 15.45' <br />TOP OF PILE CAP EL 10.45' <br />0105 <br />FE <br />0104 <br />PIT <br />0106 <br />PI <br />CL EL 12.33' <br />3" D <br />0106 <br />PI <br />0104 <br />PIT <br />TOP OF VAULT EL 15.45' <br />TOP OF PILE CAP EL 10.45' <br />0105 <br />FE <br />16" CS <br />1 <br />3" D <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 />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-3525-46V23.rvt8/26/2025 11:04:18 AMD-46-3004 <br />357 <br />PROCESS <br />LIFT STATION 46 FLOWMETER VAULTS PLANS <br />AND SECTIONS <br />C. LAIRD <br />T. LEMON <br />R. LONG <br />SCALE: 1/2" = 1'-0" <br />CSVT-46-05 INDIRECT PUMP FLOWMETER VAULT1 <br />D-46-3004 SCALE: 1/2" = 1'-0" <br />4 SECTION <br />SCALE: 1/2" = 1'-0" <br />CSVT-46-04 DIRECT PUMP FLOWMETER VAULT2 D-46-3004 SCALE: 1/2" = 1'-0" <br />3 SECTION <br />D-46-3004 SCALE: 1/2" = 1'-0" <br />5 SECTION <br />D-46-3004 SCALE: 1/2" = 1'-0" <br />6 SECTION <br />KEYNOTES: <br />1 DISMANTLING JOINT PER 40 05 06. <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 DRAWING ARE <br />CONCEPTUAL ONLY.