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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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15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+0024" W SP ABANDSTA. 10+36.93TOP=29.8±20" W DIPSTA. 10+66.45IE=UNKNOWNSSMH 100, 72" TYPE 3RIM=38.25EX IE IN = 20.50 (SW)EX IE IN = 20.72 (S)EX IE IN = 20.97 (E)EX IE IN = 20.62 (N)EX IE OUT = 10" ABANDONIE OUT = 24" 19.45NW24" SS 59.27LF @ 0.41% <br />EXISTING GROUND <br />2.73'CLEAR30" W SP ABANDSTA. 10+18.59TOP=33.2±SSMH 10148" TYPE 1RIM=36.63IE = 19.21SSMH 10248" TYPE 1RIM=33.51IE = 18.7218" SDSTA. 10+51.80IE=24.02±24" SS 118.74LF @ 0.41% <br />24" SS 320.70LF @ 0.41% <br />TRENCH PER DETAIL D/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />1 <br />11134 4PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />230 247 <br />50278 <br />MIC <br />38.39 <br />50279 <br />MIC <br />37.38 <br />50280 <br />MIC <br />36.06 <br />00516055600000 <br />UNKNOWN <br />00437455800100 <br />2501 W MARINE VIEW DR <br />00437455601300 <br />UNKNOWN <br />00437455700900 <br />UNKNOWN <br />00437455701302 <br />UNKNOWN <br />00437455701200 <br />UNKNOWN <br />00437455701301 <br />UNKNOWN <br />LOWER NORTON AVENUE (EAST)25TH STREETWEST MARINE VIEW DRIVE <br />8 <br />7 <br />30' BNSF OFFSET <br />10+0011+0012+0013+0014+0024" SS <br />24" SS <br />36 <br />37 <br />38 30352728293132333440 <br />38 <br />39 <br />41 <br />42 <br />43 <br />44 <br />EX 16" W DIPEX 6" HPG <br />EX 24" SS SP <br />EX 20" W DIP <br />EX 18" SD CONC <br />EX 30" W SP ABAND <br />EX 30" W SP <br />EX 12" HPG <br />EX 1" W CP <br />EX 3/4" W PEP <br />#8 <br />POTHOLE APS PH 12 <br />GROUND 1" WATER EL=38.7 <br />TOP OF 1" WATER PIPE=36.0 <br />POTHOLE APS PH 14 <br />GROUND WATER EL=36.5 <br />TOP OF WATER PIPE=29.8 <br />ELEVATED <br />WALKWAY <br />ELEVATED WALKWAY <br />ELEVATED WALKWAY10.00'4.50'5.50'5 <br />10 EX 10" SS CLAY 7.40 <br />'7.09 <br />' <br />EX 8" <br />SS DIP <br />CO28 <br />14 1514 <br />10EX 10" SS CT 10 <br />CO20 <br />CO19 <br />B <br />CD-2609 <br />24" S <br />S <br />10" SS <br />EX 42" SS SP <br />EX 8" SD CP <br />TO SMH1995Q07 <br />167' +/-SMH1995Q047 <br />SSMH 100, 72" TYPE 3 <br />STA. 10+00.00 <br />N:362201.87, E:1302275.07 <br />SSMH 102, 48" TYPE 1 <br />STA. 11+78.00 <br />N:362370.68, E:1302263.98 <br />SSMH 101, 48" TYPE 1 <br />STA. 10+59.27 <br />N:362253.35, E:1302245.71 <br />4 <br />4EX W VAULT <br />RIM 37.29' <br />EX 24" W SP ABAND <br />12 <br />13 TO SMH1995K04 <br />485' ± <br />5 <br />TO SMH1995Q06 <br />482' ± <br />EX 18" SD <br />10 <br />C <br />CD-2609 <br />ELEVATED W <br />A <br />L <br />K <br />W <br />A <br />Y <br />EX 10" SS CT <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-2206.DWGPlot date 12/8/2025 11:25 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />SANITARY SEWER <br />WMVD - 24" SS <br />PLAN AND PROFILE - STA 9+80 TO 14+00 <br />C-2206 <br />42 <br />R. DAVIES <br />T. FRANKLIN <br />K. WEBER <br />PLAN <br />SCALE: 1"=20' <br />PROFILE <br />SCALE: HORIZ: 1"=20' VERT:1"=5'MATCHLINE STA 14+00 SEE DRAWING C-2207Designed <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 /> <br />GENERAL 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 WORK. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY <br />AND ALL DAMAGES ARISING OUT OF THEIR FAILURE <br />TO EXACTLY LOCATE AND PROTECT ALL EXISTING <br />UTILITY FACILITIES. <br />2.WORK AROUND POWER AND GAS UTILITIES MUST BE <br />PERFORMED IN ACCORDANCE WITH PSE AND SNOPUD <br />REQUIREMENTS. COORDINATE CONSTRUCTION <br />ACTIVITIES AND SCHEDULE WITH UTILITY OWNERS. <br />3.LIMITS OF REMAINING FOUNDATIONS ARE SHOWN <br />BASED ON BEST AVAILABLE RECORD INFORMATION. <br />EXISTING FOUNDATION DEMOLITION SHALL BE <br />PERFORMED AS REQUIRED TO COMPLETE THE WORK. <br />4.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD-2608. <br />1 PROVIDE SN46 PN25 FRP PIPE PER SECTION 33 05 36 OR <br />PVC GRAVITY SEWER PIPE PER SECTION 33 05 31.11. <br />4 PROVIDE 48” TYPE 1 MANHOLE PER COE STD DETAIL <br />605 WITH CAST IN PLACE BASE. <br />5 PROVIDE NOTIFICATION, EXCAVATION AND STANDBY <br />PER UTILITY OWNER REQUIREMENTS. <br />7 ABANDON EXISTING PIPE IN PLACE. PRESSURE GROUT <br />PER SECTION 02 41 00. SEAL OUTLET IN DOWNSTREAM <br />MANHOLE. REMOVE INTERFERING PIPE AS REQUIRED <br />TO COMPLETE THE WORK. <br />8 PROTECT IN PLACE EX 31" TELECOM CABLE TRENCH. <br />10 BYPASS EXISTING SANITARY SEWERS PER SECTION 33 01 <br />30.50 AS REQUIRED TO COMPLETE THE WORK. <br />12 DEMOLISH EX WATER VAULT AND PIPE AS REQUIRED <br />TO COMPLETE THE WORK. REMOVE VAULT IN ITS <br />ENTIRETY. <br />13 REMOVE AND REPLACE EX MANHOLE STRUCTURE <br />SMH1995Q05. CONFIRM INVERT ELEVATIONS PRIOR TO <br />SUBMITTING MANHOLE SHOP DRAWINGS. PROVIDE <br />72” TYPE 3 MANHOLE PER COE STD DETAIL 607 WITH <br />CAST IN PLACE BASE. <br />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE DURING <br />CONSTRUCTION. <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 AVE24TH STREET <br />25TH STREET <br />12/09/2025
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