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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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-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />59+80 60+00 60+20 60+40 60+60 60+80 61+00 61+20 61+40 61+60 61+80 62+00 62+20 62+40 62+60 62+80 63+00 63+20 63+40 63+60 63+80 64+00 64+20 64+40 64+60 64+80 <br />30" CS 337.72LF @ 0.25%STA. 64+42.28IE = 2.7430" CS 203.30LF @ 0.25%12" W CISTA. 60+13.76IE=8.95±12" SD CONCSTA. 60+67.40IE=8.40±12" SD CONCSTA. 62+52.20IE=9.70±12" SD CONCSTA. 64+15.90IE=9.01±6" SSSTA. 64+16.11IE=UNKNOWN1" W PEPSTA. 64+30.45IE=UNKNOWNSTA. 60+64.95IE = 1.81SSMH 20260" TYPE 3 MODIFIEDRIM=16.4930" CS 39.61LF <br />@ 0.25%TELECOM DUCT BANKSTA. 63+86.19IE=7.81POWER DUCT BANKSTA. 62+69.90IE=UNKNOWNEXISTING GROUND <br />ACCESSWAY30x30x30 TEESTA. 64+02.67IE = 2.64TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />1CD-2601APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />30" CS 211.97LF <br />@ 0.25%1 1 1 21 <br />44216 <br />224 <br />225 <br />UNKNOWN <br />60+0061+0062+0063+0064+00STA. 64+42.28 <br />N:365183.03, E:1302398.43 <br />Δ <br />STA. 60+64.95 <br />N:364805.88, E:1302386.88 <br />Δ <br />30" CS <br />30" CS <br />30" CS <br />C <br />CD-2610 <br />WEST MARINE VIEW DRIVE19TH ST12° 39' 55" HORIZ <br />EX 12" W CI <br />EX 12" SD CONC EX 12" SD CONC <br />EX 12" SD CONC <br />EX 6" SS EX 1" W PEP <br />2° 16' 24" HORIZ <br />SSMH 202, TYPE 3 MODIFIED <br />STA. 64+02.67 <br />N:365143.44, E:1302397.22 <br />Δ <br />CO01 <br />CO02 <br />1 <br />CD-2601 <br />POTHOLE APS PH 23 <br />1" W NOT FOUND 6' DOWN <br />PUGET SOUND <br />NAVAL COMPLEX <br />4 <br />4 <br />0° 00' 00" HORIZ <br />LOWER <br />N <br />O <br />R <br />T <br />O <br />N <br /> <br />A <br />V <br />E <br />N <br />U <br />E <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-2112.DWGPlot date 12/8/2025 10:50 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />WMVD - 30" CS <br />PLAN AND PROFILE - STA 59+80 TO 64+80 <br />C-2112 <br />38 <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 />PRELIMINARY <br />44572 <br /> MATCHLINE STA 59+80SEE DRAWING C-2111MATCHLINE STA 64+80SEE DRAWING C-2113GENERAL 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 />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED AS SPECIFIED. <br />2 EXISTING WATER SERVICE TO BE RELOCATED PER COE <br />REQUIREMENTS, IF FOUND TO BE IN CONFLICT. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <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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