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Absher/Stellar J Joint Venture 12/8/2025 (2)
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Absher/Stellar J Joint Venture 12/8/2025 (2)
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Last modified
12/9/2025 3:18:23 PM
Creation date
12/9/2025 1:50:04 PM
Metadata
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Template:
Contracts
Contractor's Name
Absher/Stellar J Joint Venture
Approval Date
12/8/2025
Council Approval Date
11/19/2025
Department
Public Works
Department Project Manager
Zach Brown
Subject / Project Title
Port Gardner Storage Facility – Facility Construction Package Vol 6-7
Tracking Number
0005035
Total Compensation
$0.00
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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6 <br />1 <br />D-20-3002 <br />GRIT SUMP 1 <br />SETTLING BASIN 1 <br />GRIT SUMP 2 <br />SETTLING BASIN 2 <br />15-XV-0201 <br />15-XV-0101 <br />1 <br />1 <br />0204 <br />FE/FT <br />0202-A <br />LE/LIT <br />0102-A <br />LE/LIT <br />0103 <br />FE/FT <br />0203 <br />FE/FT <br />D13002 <br />D13002 <br />1 <br />D-20-3003 <br />20-G-0208 <br />CHANNEL ISOLATION <br />GATE 2 <br />20-G-0108 <br />CHANNEL ISOLATION <br />GATE 1 <br />15-P-3001 <br />SITE ISOLATION <br />VALVE VAULT SUMP <br />PUMP <br />3002 <br />LSH <br />2 <br />D-20-3004 <br />1 <br />D-20-3004 <br />87 <br />D <br />C <br />8" FA <br />20-SCRN-0202 <br />SCREEN 2 <br />20-SCRN-0102 <br />SCREEN 1 <br />6" D <br />(TYP) <br />WSH <br />0202 <br />TSH <br />0202 <br />WSH <br />0102 <br />TSH <br />0102 <br />2" PD <br />56 <br />7 <br />12" CS <br />D13008 <br />9 <br />10 <br />11 11 <br />6 <br />1 <br />D-20-3002 <br />20-CON-0105 <br />SCREENINGS <br />CONVEYOR 1 <br />15-XV-020115-XV-0101 <br />12" FA <br />8" FA <br />8" FA <br />8" FA <br />1" 2W <br />20-SCRN-0202 <br />SCREEN 2 <br />20-SCRN-0102 <br />SCREEN 1 <br />0105 <br />SE/SC/SSL <br />2 <br />0106 <br />TSH <br />0105 <br />TSH <br />0106 <br />SE/SC/SSL <br />33 <br />3 <br />0109-B <br />AE <br />0109-A <br />AE <br />0109 <br />AIT <br />0110 <br />AIT <br />0110 <br />AE <br />1 <br />D-20-3003 <br />20-G-0208 <br />CHANNEL ISOLATION <br />GATE 2 <br />20-G-0108 <br />CHANNEL ISOLATION <br />GATE 1 <br />2 <br />D-20-3004 <br />1 <br />D-20-3004 <br />87 <br />D <br />0202-B <br />LE/LIT <br />0102-B <br />LE/LIT <br />1 <br />1 <br />20-LCS-0207 <br />CONTROL STATION <br />PANEL <br />20-LCS-0107 <br />CONTROL STATION <br />PANEL <br />20-PNL-0109-A <br />3GAS SAMPLING <br />MODULE <br />0105-C <br />HS <br />20-LCS-0202 <br />0106-C <br />HS <br />4 <br />SEE D-20-1001 FOR <br />CONTINUATION <br />20-CON-0106 <br />SCREENINGS <br />CONVEYOR 2 <br />SEE S-20-1001, <br />S-20-3002 FOR MH COVER <br />2" PD <br />8 <br />0112 <br />LE/LT <br />0111 <br />LE/LT <br />20-LCS-0102 <br />0207 <br />PSH <br />0107 <br />PSH <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 10:18:38 AMD-20-1002 <br />314 <br />PROCESS <br />COMBINED SEWER DEBRIS REMOVAL UPPER <br />AND LOWER PLANS <br />C. BIESEMEYER <br />T. LEMON <br />M. BRAY <br />SCALE: 3/16" = 1'-0" <br />DEBRIS REMOVAL PIPING PLAN LOWER LEVEL1 <br />KEYNOTES: <br />GAS SAMPLE LOCATION AND RETURN LOCATIONS FOR <br />GAS SAMPLING MODULES SHOWN ON DI-20-0002. FIELD <br />ROUTE SAMPLING LINES FROM PANEL TO PENETRATION <br />IN FLOOR SLAB HERE. (BELOW DUCT) <br />1 LEVEL INSTRUMENTATION SUPPLIED BY SCREENS <br />VENDOR, PER SPECIFICATION 46 21 13 MULTI-RAKE BAR <br />SCREENS. LOCATE PER SCREEN MANUFACTURERS <br />RECOMMENDATIONS. <br />2 SPEED INSTRUMENTATION SUPPLIED BY CONVEYOR <br />VENDOR, PER SPECIFICATION 41 12 13.19 BELT BULK <br />MATERIAL CONVEYORS. <br />3 GAS SAMPLE LOCATION AND RETURN LOCATIONS FOR <br />GAS SAMPLING MODULES SHOWN ON DI-20-0002. FIELD <br />ROUTE SAMPLING LINES FROM PANEL TO PENETRATION <br />IN FLOOR SLAB HERE. (BELOW DUCT) <br />4 LOCATE PIPE SUPPORTS FOR FA DUCT ON SST SUPPORT <br />BEAMS BELOW FRP CHANNEL COVERS. SEE S-20-2002 <br />FOR LOCATION OF SUPPORT BEAMS BELOW FRP <br />CHANNEL COVERS. COORDINATE 8" FA DUCT <br />PENETRATIONS THROUGH CHANNEL COVER WITH <br />SUPPORT BEAMS BELOW FRP CHANNEL COVERS. <br />5 PROTECT EXISTING DRAIN LINE IN PLACE FOR REUSE, <br />TYPICAL 5 LINES. <br />6 EXISTING PIPE CAST IN STRUCTURE BEYOND. <br />7 SUMP PUMP PER D09001P. <br />8 HATCH TO VOID SPACE BELOW (PER S-20-1001). <br />9 STEEL TO HDPE MATERIALS TRANSITION. <br />10 EXTEND PIPE BEYOND GROUT. <br />11 STEEL TO HDPE MATERIALS TRANSITION. STEEL PIPE <br />FROM MATERIALS TRANSITION TO GRIT SUMP OPENING. <br />SCALE: 3/16" = 1'-0" <br />DEBRIS REMOVAL PIPING PLAN UPPER LEVEL2 <br />D31002 <br />D31002 <br />1 09/03/25 C. GISH CONFORMED DRAWING PER ADDENDUM NO. 4
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