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KLB Construction, LLC 4/21/2026 (3)
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KLB Construction, LLC 4/21/2026 (3)
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Last modified
4/21/2026 2:02:45 PM
Creation date
4/21/2026 1:47:14 PM
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Contracts
Contractor's Name
KLB Construction, LLC
Approval Date
4/21/2026
Council Approval Date
4/8/2026
Department
Public Works
Department Project Manager
Randy Loveless
Subject / Project Title
PGSF West Marine View Drive Storm and Combined Sewer, Package 2 Volume 3
Public Works WO Number
UP3815-02
Tracking Number
0005222
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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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40SSMH 40048" TYPE 3SSMH TO CONNECT TOEX SEWER, APPROX 7.6±RIM=16.27EX IE IN = 7.6± (W)IE OUT = 7.60 (N)12" SS 287.50LF @ 0.36%12" W DIPSTA. 20+72.85TOP=12.0±12" SS CONCSTA. 20+00.00IE=7.60±EXISTING GROUND <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP)UNK TSTA. 20+67.85TOP=UNKNOWNUNK PSTA. 20+65.46TOP=UNKNOWN2" T PVCSTA. 20+39.38TOP=13.5±2 <br />1 <br />WEST MARINE VIEW DRIVE <br />218 <br />222 <br />6093501 <br />29051800400700 <br />UNKNOWN <br />29051800400701 <br />1700 W MARINE VIEW DR <br />29051800400500 <br />1710 W MARINE VIEW DR <br />29051800400800 <br />UNKNOWN <br />SSMH 400, TYPE 3 <br />SSMH TO CONNECT TO <br />EX SEWER, APPROX 7.6± <br />STA. 20+00.00 <br />N:365970.42, E:1302440.61 <br />12" SS20+0021+0022+00#2 <br />16 <br />16 <br />16 <br />16 <br />15 <br />16 <br />16 <br />16 <br />1 <br />5 <br />POTHOLE APS PH 25 <br />GROUND W EL=16.0 <br />TOP OF 12" W PIPE=12.0 <br />EX 12" SD CONC <br />POTHOLE APS PH 26 <br />GROUND COMM EL=16.0 <br />TOP OF 2" COMM=13.5 <br />EX 18" SD CONC <br />EX 8" SD CMP EX 2" T PVC EX 12" W DIP <br />EX 6" IPG <br />EX 12" HPG <br />CO01 <br />CO02 <br />607 <br />E <br />CD-2610 <br />3 <br />4 <br />5 <br />5 <br />?Surveyed By # Date # Control Monument # City of Everett Field Book/Starting Page # / ###Filepath\FilenameC:\USERS\TFRANKLIN\DC\ACCDOCS\BC ACC PROJECT HUB\103977 - EVERETT CONVEYANCE PACKAGES A_C_E\PROJECT FILES\300 DESIGN\UP3815-02\CAD\002 C\SHEETS\3815-02-C-2214.DWGPlot date 12/8/2025 11:30 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />SANITARY SEWER <br />WMVD - 12" SS <br />PLAN AND PROFILE - STA 19+80 TO 22+40 <br />C-2214 <br />50 <br />B. O'NEILL <br />T. FRANKLIN <br />K. WEBER <br />PROFILE <br />SCALE: HORIZ: 1"=20' VERT:1"=5' <br />PLAN <br />SCALE: 1"=20" <br />Designed <br />ACTION APRVDDATE <br />Drawn <br />Checked <br />REVISIONDATENO.APRVD <br />PLANS ISSUED FOR 3200 Cedar Street <br />Everett, WA 98201 <br />425.257.8800 everettwa.gov <br />PORT GARDNER STORAGE FACILITY <br />WEST MARINE VIEW DRIVE <br />STORM AND COMBINED SEWER DESIGN <br />WORK ORDER UP3815-02 <br />ACTION APRVDDATE ACTION APRVDDATE <br />BID CONST <br />Design Review Level <br />142RECORD <br />Of Total <br />Sheet No. <br />Drawing <br />PRELIMINARY44572 <br /> MATCHLINE STA 22+40 SEE DRAWING C-2215GENERAL NOTES <br />KEY NOTES <br />1.THE EXISTING UNDERGROUND UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE LOCATIONS ONLY BASED <br />ON THE FIELD LOCATION OF UTILITY LOCATE PAINT <br />MARKS AND PHYSICAL FEATURES VISIBLE ON OR <br />ABOVE THE GROUND SURFACE. THE CONTRACTOR <br />SHALL DETERMINE THE LOCATION OF ANY AND ALL <br />UNDERGROUND UTILITIES BEFORE BEGINNING <br />WORK. THE CONTRACTOR SHALL BE RESPONSIBLE <br />FOR ANY AND ALL DAMAGES ARISING OUT OF THEIR <br />FAILURE TO EXACTLY LOCATE AND PROTECT ALL <br />EXISTING UTILITY FACILITIES. <br />2.SEE GENERAL NOTES FOR ADDITIONAL <br />INFORMATION. <br />1 PROVIDE PVC PER SECTION 33 05 31.11. TRENCH <br />PER DETAIL B/CD-2602 AND SECTION 31 23 00. <br />2 CONNECT 12" INCOMING SEWER TO THE WEST TO <br />SSMH. REMOVE EXTENTS IN TRENCH AND PLUG <br />OUTGOING 12" SEWER PIPE TO THE EAST. PLUGS <br />SHALL BE CLASS B CONCRETE AND MINIMUM ONE- <br />DIAMETER IN LENGTH INTO REMAINING PIPE. <br />ENCASE END OF PIPE. <br />3 PROVIDE BYPASS PUMPING PER SECTION 33 01 <br />30.50 AS REQUIRED TO COMPLETE THE WORK. <br />4 FIELD VERIFY INVERT AND CONFIRM ELEVATION FOR <br />SSMH 400. SUBMIT INFORMATION TO ENGINEER <br />PRIOR TO PROCUREMENT OF 12" SEWER PIPE AND <br />MANHOLES FROM SSMH 400 TO 401. <br />5 GAS LINES TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />10 402020FEET0 <br />Know what's below. <br />before you dig.Call <br />R <br />KEY MAP <br />SCALE: NTS <br />WEST MARINE VIEW DRIVE20TH STREETRUCKER AVEGRAND AVE24TH STREET <br />25TH STREET <br />12/09/2025
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