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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
Metadata
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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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-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 <br />48" SD 203.24LF @ 0.10%STA. 28+32.36IE = 2.9648" SD 665.10LF @ 0.10%8" SD CONCSTA. 27+12.84IE=11.00±EXISTING GROUND <br />30" SS DIP ABANDSTA. 28+14.14IE=-2.23±6" P PVCSTA. 27+16.00TOP=13.7±SDMH 60172" TYPE 3 MODIFIEDRIM=13.4448" SD 10.00LF @ 0.10%12" CSSTA. 25+02.82IE=11.99±2.28'CLEARACCESSWAYSTA. 28+22.36IE = 2.971CD-2601TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />12" SD, SEE <br />SHEET 2353 <br />TRENCH PER DETAIL E/CD-2602 <br />AND SECTION 31 23 00 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />1 1 <br />3 <br />41PLPLPLPLPL215 <br />226 <br />50271 <br />MIC <br />24.82 <br />29051900203400 <br />UNKNOWN <br />29051900201900 <br />UNKNOWN <br />29051900200300 <br />1900 W MARINE VI <br />E <br />W <br /> <br />D <br />R <br />25+0026+0027+0028+0029+00STA. 28+32.36 <br />N:364610.76, E:1302327.44 <br />Δ <br />48" SD <br />48" SD <br />12" SD 12" SD <br />2 <br />WEST MARINE VIEW DRIVE <br />12" FM DIP <br />16" W DIP <br />8" SD CONC <br />6" P PVC <br />30" SS DIP <br />LOWER NORTON AVE <br />SEE PROFILE SHEET C-2353 <br />6" HP G ST <br />CO03 (ABOVE) <br />CO01 (BELOW) <br />CO02 <br />CO03 <br />B <br />CD-2610 <br />POTHOLE APS PH 22 <br />GROUND 6" POWER EL=15.0 <br />TOP OF 6" POWER=13.7 <br />152025161718192122232426272815 <br />14 <br />14 <br />CB #5, TYPE 2 <br />STA. 27+12.84, 4.24' LT <br />N:364493.32, E:1302304.83 1 <br />CD-2601 <br />3 <br />PUGET SOUND <br />NAVAL COMPLEX <br />4 <br />6° 33' 18" HORIZ <br />SDMH 601, TYPE 3 MODIFIED <br />STA. 28+22.36 <br />N:364600.88, E:1302325.90 <br />Δ 0° 00' 00" HORIZ <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-2311.DWGPlot date 12/8/2025 12:01 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />2 EXISTING STORM SYSTEM INCLUDING DETENTION <br />PIPES TO BE REMOVED FOR INSTALLATION OF LARGER, <br />DEEPER PIPES. REPLACE LOCAL STORM COLLECTION <br />WITH 12" PIPES AND CATCH BASINS. PROVIDE <br />STORMWATER BYPASSING. <br />3 REMOVE AND PLUG 30" SS. DEWATER AND REMOVE <br />DEBRIS AS REQUIRED TO REMOVE AND PLUG 30" DIP. <br />PLUGS SHALL BE CLASS B CONCRETE AND MINIMUM <br />ONE-DIAMETER IN LENGTH INTO REMAINING PIPE. <br />ENCASE END OF PIPE. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />STORM DRAINAGE <br />LOWER NORTON AVE - 48" SD <br />PLAN AND PROFILE - STA 24+40 TO 29+40 <br />C-2311 <br />57 <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 29+40SEE DRAWING C-2312MATCHLINE STA 24+40SEE DRAWING C-2310GENERAL 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 />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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