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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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SEWER-200 PROFILE <br />-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 />54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 57+20 57+40 57+60 57+80 58+00 58+20 58+40 58+60 58+80 59+00 59+20 59+40 59+60 59+80 <br />30" CS 676.49LF @ 0.25%STA. 58+24.76IE = 1.2130" CS 203.30LF @ 0.25%30" SS DIP ABANDSTA. 58+44.71IE=-2.23±8" SD CONCSTA. 57+42.35IE=11.00±6" P PVCSTA. 57+45.83TOP=13.7±30" CS 36.89LF @ 0.25%SSMH 20160" TYPE 3 MODIFIEDRIM=13.67EXISTING GROUND <br />12" SS FM <br />CO03 <br />ACCESSWAY30x30x30 TEESTA. 58+61.65IE = 1.31TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />1CD-2601TRENCH PER DETAIL E/CD-2602 <br />AND SECTION 31 23 00 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />BACKFILL PIPE ZONE <br />WITH CDF, MIN 150 PSI, <br />15' EITHER SIDE OF <br />VALVES ABOVE CO03 <br />1 1 <br />1 4PLPLPL215 <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 />B <br />CD-2610 <br />STA. 58+24.76 <br />N:364573.25, E:1302327.07 <br />Δ55+0056+0057+0058+0059+0030" CS <br />30" CS <br />2 <br />LOWER NORTON AVE <br />WEST MARINE VIEW DRIVE <br />EX 12" FM DIP <br />EX 16" W DIP <br />EX 12" SD CONC <br />EX 6" P PVC <br />EX 30" SS DIP <br />EX 6" HPG <br />SSMH 201, TYPE 3 MODIFIED <br />STA. 58+61.65 <br />N:364608.98, E:1302336.26 <br />Δ 0° 00' 00" HORIZ <br />30" CS <br />CO03 (ABOVE) <br />CO01 <br />CO02 <br />CO03 <br />POTHOLE APS PH 22 <br />GROUND 6" POWER EL=15.0 <br />TOP OF 6" POWER=13.7 <br />29281520251617181921222324262714 <br />15 <br />1 <br />CD-2601 <br />PUGET SOUND <br />NAVAL COMPLEX <br />4 <br />SEE DRAWING C-2065 FOR <br />UTILITY RELOCATION PLAN 10 <br />5° 33' 10" 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-2111.DWGPlot date 12/8/2025 11:54 AM 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 <br />LARGER, DEEPER PIPES. REPLACE LOCAL STORM <br />COLLECTION WITH 12" PIPES AND CATCH BASINS. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER <br />SECTION 33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />10 PROVIDE BYPASS PUMPING PER SECTION 33 01 30.50 <br />AS REQUIRED TO COMPLETE THE WORK. <br />COMBINED SEWER <br />LOWER NORTON AVE - 30" CS <br />PLAN AND PROFILE - STA 54+80 TO 59+80 <br />C-2111 <br />37 <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 59+80SEE DRAWING C-2112MATCHLINE STA 54+80SEE DRAWING C-2110GENERAL 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 <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 />3.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD-2608. <br />0 FEET20 20 4010 <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 AVE25TH STREET <br />24TH STREET <br />12/09/2025
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