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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 />30 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />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+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00CB #5, 48" TYPE 2RIM=14.82IE = 11.0012" SD 135.63LF @ 0.20%CB#4, 48" TYPE 2RIM=16.58IE = 10.7312" SD 143.93LF @ 0.50%CB# 3, 48" TYPE 2CAST IN PLACE BASERIM=18.03SD IE IN = 10.07 (S)SD IE IN = 10.01 (N)EX 12" IE IN = 11.04 (E)EX 18" IE OUT = 8.29 (SW)12" SD 86.83LF @ 0.50%CB# 2, 48 " TYPE 2RIM=17.70IE = 10.5112" SD 106.28LF @ 1.50%CB#148" TYPE 2RIM=16.39IE IN = 12.20 (S)IE OUT = 12.10 (N)4" NGASSTA. 21+36.75IE=13.56±30" CSSTA. 20+55.05IE=-0.06CSSTA. 24+89.46IE=1.01TELECOM DUCT BANKSTA. 21+09.18IE=12.0236" SD 86.21LF @ 0.13% <br />36" SD 105.48LF @ 0.76%12" W CISTA. 21+77.05IE=12.98±12" SSSTA. 22+69.48IE=11.90±EXISTING GROUND <br />48" SD CO02 SEE C-231112" CSSTA. 22+69.56IE=11.99±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 <br />1 1 1 <br />2 <br />2405405 40540540518PLPLPLPLPLPLPLPLPLPLPLPL123 <br />126 <br />215 <br />226 <br />227 <br />50271 <br />MIC <br />24.82 <br />29051900201900 <br />UNKNOWN <br />29051900200300 <br />1900 W MARINE V <br />I <br />E <br />W <br /> <br />D <br />R <br />CB#1, TYPE 2 <br />STA. 21+14.94 <br />N:364024.64, E:1302246.68 CB# 2, TYPE 2 <br />STA. 22+20.61 <br />N:364130.79, E:1302251.73 <br />CB# 3, TYPE 2 <br />STA. 23+07.43 <br />N:364216.74, E:1302264.14 <br />CB#4, TYPE 2 <br />STA. 24+51.36 <br />N:364359.14, E:1302285.06 <br />CB #5, TYPE 2 <br />STA. 25+86.98 <br />N:364493.32, E:1302304.83 <br />20+0021+0022+0023+0024+0024+99 <br />12" SD <br />12" SD12" SD 12" SD 12" SD <br />B <br />CD-2610 <br />REMOVE AND REPLACE AS REQUIRED TO <br />INSTALL CO01, CO02 AND CO03. PROVIDE <br />WATERTIGHT HPDE TO PVC CONNECTOR. <br />CONFIRM EXISTING PIPE MATERIAL. <br />1 <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-2353.DWGPlot date 12/8/2025 12:23 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />CIVIL PROFILES <br />WMVD - DETENTION PIPE REPLACEMENT <br />PROFILE <br />C-2353 <br />65 <br />B. O'NEILL <br />T. FRANKLIN <br />K. WEBER <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 />PRELIMINARY <br />44572 <br /> <br />GENERAL NOTES <br />KEY NOTES <br />1 PROVIDE CORRUGATED POLYETHYLENE STORM WITH <br />SMOOTH INTERIOR PIPE PER SECTION 33 05 32. <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 />18 PROVIDE UTILITY SUPPORT PER DETAIL 1/CD-2608. <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 G-2012 FOR ADDITIONAL <br />INFORMATION. <br />PROFILE <br />SCALE: HORIZ: 1"=20' VERT:1"=5' <br />PLAN <br />SCALE: 1"=20" <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 STREET10402020FEET0 <br />12/09/2025
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