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KLB Construction, LLC 4/21/2026 (4)
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KLB Construction, LLC 4/21/2026 (4)
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Last modified
4/21/2026 2:09:45 PM
Creation date
4/21/2026 2:04:08 PM
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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 Addendums
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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SCALE: <br />NORTON TERMINAL AND LOWER NORTON TRENCH DETAIL <br />NTS <br />A <br />VARIES <br />48" SS CO19 <br />48" SD C020 24" SS C028 <br />EX GRADE <br />TRENCH PER 614 REQUIREMENTS <br />EXCEPT AS MODIFIED HEREIN <br />4 <br />2 <br />1 <br />9 <br />KEY NOTES: <br />1.PROVIDE 18- TO 24-INCH TRENCH FOUNDATION <br />STABILIZATION/OVER-EXCAVATION. REMOVE NATIVE MATERIAL <br />AND REPLACE WITH PERMEABLE BALLAST PER SECTION 31 23 00. <br />CONSTRUCTION MANAGER SHALL INSPECT TRENCH <br />FOUNDATION PRIOR TO LAYING BEDDING. <br />2.PROVIDE DREDGE SAND PIPE ZONE BEDDING AND BACKFILL PER <br />COE 615 MOD AND SECTION 31 23 00. INVERT ELEVATIONS <br />VARY. <br />3.WRAP PIPE EMBEDMENT MATERIAL IN MIRAFI N170 OR <br />APPROVED EQUAL GEOTEXTILE PER SECTION 31 05 19. <br />4.WITHIN NORTON TERMINAL PROVIDE GRAVEL BORROW; <br />WITHIN LOWER NORTON AVE (OUTSIDE THE NORTON <br />TERMINAL) DREDGE SAND TRENCH BACKFILL, ALL PER SECTION <br />31 23 00. <br />5.WITHIN NORTON TERMINAL RESTORE TERMINAL SUBGRADE <br />AND PAVEMENT PER CX-2011 AND CX-2012. <br />6.PSE GAS AND 16" W LINE RELOCATION NOT SHOWN. <br />7.PROVIDE DETECTABLE WARNING TAPE PER SECTION 33 05 26 AS <br />SHOWN (TYP) OVER CROWN OF PIPE CENTERLINE, EACH PIPE. <br />8.WITHIN LOWER NORTON AVE (OUTSIDE NORTON TERMINAL <br />PAVEMENT LIMITS) PROVIDE SEPARATION GEOTEXTILE BETWEEN <br />THE SAND BACKFILL AND OVERLYING BASE COURSE, MIRAFI <br />N170 OR EQUAL. SEE COE 326 MOD. <br />9.REMOVE EXISTING PILES IN THEIR ENTIRETY. <br />KEY NOTES: <br />1.PROVIDE TRENCH FOUNDATION STABILIZATION/OVER-EXCAVATION. <br />REMOVE NATIVE MATERIAL AND REPLACE WITH PERMEABLE BALLAST <br />PER SECTION 31 23 00. CONSTRUCTION MANAGER SHALL INSPECT <br />TRENCH FOUNDATION PRIOR TO LAYING BEDDING. <br />2.PROVIDE DREDGE SAND PIPE ZONE BEDDING AND BACKFILL PER COE <br />615 MOD AND SECTION 31 23 00. INVERT ELEVATIONS VARY. <br />3.WRAP PIPE EMBEDMENT MATERIAL IN MIRAFI N170 OR APPROVED <br />EQUAL GEOTEXTILE PER SECTION 31 05 19. <br />4.PROVIDE DREDGE SAND TRENCH BACKFILL PER SECTION 31 23 00. <br />5.RESTORE PAVEMENT PER COE 326. <br />6.PSE GAS RELOCATION NOT SHOWN. <br />7.PROVIDE DETECTABLE WARNING TAPE PER SECTION 33 05 26 AS <br />SHOWN (TYP) OVER CROWN OF PIPE CENTERLINE, EACH PIPE. <br />8.PROVIDE SEPARATION GEOTEXTILE BETWEEN THE SAND BACKFILL AND <br />OVERLYING BASE COURSE, MIRAFI N170 OR EQUAL. SEE COE 326 <br />MOD. <br />4 <br />2 <br />1 <br />2 <br />1 <br />48" SD CO02 <br />30" CS CO01 <br />20" FM CO03 <br />1 <br />2 <br />5 <br />4 <br />5 <br />48" SD <br />CO02VARIESVARIES12" SS <br />SEE C-2215 <br />TRENCH PER 614 <br />REQUIREMENTS <br />EXCEPT AS <br />MODIFIED THEREIN <br />KEY NOTES: <br />1.PROVIDE 18-INCH TO 24-INCH TRENCH <br />FOUNDATION <br />STABILIZATION/OVER-EXCAVATION. <br />REMOVE NATIVE MATERIAL AND REPLACE <br />WITH PERMEABLE BALLAST PER SECTION 31 <br />23 00. CONSTRUCTION MANAGER SHALL <br />INSPECT TRENCH FOUNDATION PRIOR TO <br />LAYING BEDDING. <br />2.PROVIDE DREDGE SAND PIPE ZONE <br />BEDDING AND BACKFILL PER COE 615 MOD <br />AND SECTION 31 23 00. INVERT ELEVATIONS <br />VARY. <br />3.WRAP PIPE EMBEDMENT MATERIAL IN <br />MIRAFI N170 OR APPROVED EQUAL <br />GEOTEXTILE PER SECTION 31 05 19. <br />4.PROVIDE DREDGE SAND TRENCH BACKFILL <br />PER SECTION 31 23 00. <br />5.RESTORE PAVEMENT PER COE 326. <br />6.PSE GAS RELOCATION NOT SHOWN. <br />7.PROVIDE DETECTABLE WARNING TAPE PER <br />SECTION 33 05 26 AS SHOWN (TYP) OVER <br />CROWN OF PIPE CENTERLINE, EACH PIPE. <br />8.PROVIDE SEPARATION GEOTEXTILE <br />BETWEEN THE SAND BACKFILL AND <br />OVERLYING BASE COURSE, MIRAFI N170 OR <br />EQUAL. SEE COE 326 MOD. <br />SCALE: <br />CO02 AND 12" SS WMVD TRENCH DETAIL <br />NTS <br />B <br />VARIES 12"12"12"12"12"12"D <br />VARIES <br />LOWER NORTON AVENUE <br />SCALE: <br />LOWER NORTON 25TH TO BNSF TRENCH DETAIL <br />NTS <br />TRENCH PER 614 REQUIREMENTS <br />EXCEPT AS MODIFIED HEREIN <br />WEST MARINE VIEW DRIVE <br />1 <br />2 <br />4 <br />5 <br />12"12"EX GRADE <br />EX GRADE <br />EX GRADE <br />EX RETAINING WALL, <br />WALKWAY AND BRIDGE 3 <br />TRENCH PER 614 REQUIREMENTS <br />EXCEPT AS MODIFIED HEREIN <br />EX 6" HPG <br />EX 16" W DIP <br />KEY NOTES: <br />1.PROVIDE TRENCH FOUNDATION STABILIZATION/OVER-EXCAVATION. <br />REMOVE NATIVE MATERIAL AND REPLACE WITH PERMEABLE BALLAST <br />PER SECTION 31 23 00. CONSTRUCTION MANAGER SHALL INSPECT <br />TRENCH FOUNDATION PRIOR TO LAYING BEDDING. <br />2.PROVIDE CLSM/CDF PIPE ZONE BEDDING AND BACKFILL PER COE 615 <br />MOD AND SECTION 31 23 00. INVERT ELEVATIONS VARY. <br />3.TRENCH SHORING PER SECTION 31 40 00. SUPPORT MUST INCLUDE <br />SURCHARGE LOADING DUE TO WEST MARINE VIEW DRIVE <br />IMPROVEMENTS. PROTECT AND SUPPORT EXISTING WALL, BRIDGE <br />AND WALKWAY AT ALL TIMES <br />4.PROVIDE DREDGE SAND TRENCH BACKFILL PER SECTION 31 23 00 OR <br />BACKFILL MATERIALS PER COE 614. <br />5.RESTORE PAVEMENT PER COE 326. <br />6.PSE GAS AND 16" W LINE RELOCATION NOT SHOWN. <br />7.PROVIDE DETECTABLE WARNING TAPE PER SECTION 33 05 26 AS <br />SHOWN (TYP) OVER CROWN OF PIPE CENTERLINE, EACH PIPE. <br />8.PROVIDE SEPARATION GEOTEXTILE BETWEEN THE SAND BACKFILL <br />AND OVERLYING BASE COURSE, MIRAFI N170 OR EQUAL. SEE COE 326 <br />MOD. <br />12" SD DETENTION <br />PIPE REPLACEMENT <br />12" NAVY SS FM <br />KEY NOTES: <br />1.PROVIDE TRENCH FOUNDATION <br />STABILIZATION/OVER-EXCAVATION. REMOVE <br />NATIVE MATERIAL AND REPLACE WITH <br />PERMEABLE BALLAST PER SECTION 31 23 00. <br />CONSTRUCTION MANAGER SHALL INSPECT <br />TRENCH FOUNDATION PRIOR TO LAYING <br />BEDDING. <br />2.PROVIDE DREDGE SAND PIPE ZONE BEDDING <br />AND BACKFILL PER COE 615 MOD AND SECTION <br />31 23 00. INVERT ELEVATIONS VARY. <br />3.WRAP PIPE EMBEDMENT MATERIAL IN MIRAFI <br />N170 OR APPROVED EQUAL GEOTEXTILE PER <br />SECTION 31 05 19. <br />4.PROVIDE DREDGE SAND TRENCH BACKFILL PER <br />SECTION 31 23 00. <br />5.RESTORE PAVEMENT PER COE 326. <br />6.PSE GAS RELOCATION NOT SHOWN. <br />7.PROVIDE DETECTABLE WARNING TAPE PER <br />SECTION 33 05 26 AS SHOWN (TYP) OVER CROWN <br />OF PIPE CENTERLINE, EACH PIPE. <br />8.PROVIDE SEPARATION GEOTEXTILE BETWEEN <br />THE SAND BACKFILL AND OVERLYING BASE <br />COURSE, MIRAFI N170 OR EQUAL. SEE COE 326 <br />MOD. <br />SCALE: <br />CO01 AND CO03 LOWER NORTON AVE (NORTH) TRENCH DETAIL <br />NTS <br />C <br />VARIES <br />4 <br />2 <br />1 <br />2 <br />1 <br />48" SD CO02 <br />30" CS CO01 <br />20" FM CO03 <br />5 <br />12"12"TRENCH PER 614 REQUIREMENTS <br />EXCEPT AS MODIFIED HEREIN <br />EX GRADE <br />3 <br />3 <br />6 <br />6 <br />SCALE: <br />C019 WMVD TRENCH DETAIL <br />NTS <br />F <br />C-2106 <br />WEST MARINE VIEW DRIVE <br />KEY NOTES: <br />1.WHERE REQUIRED BY DEMOLITION OF THE 30" <br />SP, OVER EXCAVATE AND REBUILD THE TRENCH <br />FOUNDATION WITH PERMEABLE BALLAST PER <br />SECTION 31 23 00. CONSTRUCTION MANAGER <br />SHALL INSPECT TRENCH WHERE <br />OVER-EXCAVATION IS REQUIRED AND THE <br />FOUNDATION PRIOR TO LAYING BEDDING. <br />2.PROVIDE CLSM/CDF PIPE ZONE BEDDING AND <br />BACKFILL PER COE 615 MOD AND SECTION 31 <br />23 00. INVERT ELEVATIONS VARY. <br />3.DEMOLISH EX 30" CML STEEL PIPE AS <br />REQUIRED TO COMPLETE THE WORK. SEE <br />GENERAL NOTES (G-1012 FOR ADDITIONAL <br />INFORMATION) <br />4.PROVIDE DREDGE SAND TRENCH BACKFILL PER <br />SECTION 31 23 00. <br />5.RESTORE PAVEMENT PER COE 326 MOD. <br />EXISTING ASPHALT IS 8- TO 14-INCH THICK PER <br />POTHOLE DATA. <br />6.PROVIDE DETECTABLE WARNING TAPE PER <br />SECTION 33 05 26 AS SHOWN (TYP) OVER <br />CROWN OF PIPE CENTERLINE, EACH PIPE. <br />7.DO NOT PROVIDE CLSM AROUND END OF PGSF <br />WMVD PACKAGE 02 PIPE. KEEP CLEAR FOR <br />CONNECTION TO PGSF WMVD PACKAGE 01 <br />8.PROVIDE SEPARATION GEOTEXTILE BETWEEN <br />THE SAND BACKFILL AND OVERLYING BASE <br />COURSE, MIRAFI N170 OR EQUAL. SEE COE 326 <br />MOD. <br />DEMOLISH EX 30" CML SP <br />(DEPTH UNKNOWN)1 <br />1 <br />2 <br />2 <br />4 <br />5 <br />TRENCH <br />FOUNDATION <br />BEDDING <br />3 <br />48" SS <br />6 <br />SCALE: <br />AVE (NORTH) TRENCH DETAIL 2 <br />NTS <br />E <br />VARIES <br />C001 AND C003 LOVER NORTON <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />5 <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />7 <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />7 <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />7 <br />7 <br />7 <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />UPPER LIM <br />PIPE ZONE <br />LOWER LIM <br />PIPE ZONE <br />8 <br />8 8 <br />8 <br />8 <br />8 <br />TRENCH PER COE STD 614 REQUIREMENTS <br />EXCEPT AS MODIFIED HEREIN <br />7 <br />1Surveyed 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-CD-2602.DWGPlot date 1/26/2026 3:53 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name #####################CIVIL DETAILS <br />TRENCH DETAILS <br />CD-2602 <br />79 <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 />44572 <br />01/13/26 BD <br />24016067 <br />Know what's below. <br />before you dig.Call <br />R <br />01/27/26 DB ADDENDUM 21
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