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PLPLPLPLPLPLPLPLPLPLPLPL105 <br />123124125 <br />126 <br />227 <br />29051900201900 <br />UNKNOWN <br />LOWER NORTON AVE <br />A <br />CD-2610W <br />WEST MARINE VIEW DRIVE OVERHEAD <br />EX 16" W DIP <br />16 <br />17 <br />17 <br />1817 <br />1617171816 <br />16 <br />16EX 12" SS CONC ABAND <br />EX 4" NGAS <br />EX 12" W CI <br />EX 16" W DIP <br />EX 6" HPG <br />EX 4" HPG <br />EX 12" SD DIP <br />30" CS <br />W <br />W <br />FM <br />FM <br />13+0013+8514+0014+40STA. 13+85.43 <br />N:363902.04 <br />E:1302234.61 <br />2 <br />STA. 13+74.85 <br />N:363891.52 <br />E:1302233.53 <br />14 <br />15 <br />STA. 14+00.00 <br />N:364193.78 <br />E:1302245.44 <br />STA. 14+40.07 <br />N:364233.44 <br />E:1302251.09 <br />STA. 14+01.68 <br />N:364192.70 <br />E:1302264.91 <br />1 17 <br />1 18 <br />16 <br />2 <br />STA. 13+00.06 <br />N:363819.51 <br />E:1302253.72 <br />24 <br />1 2 <br />3 <br />4 <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-2064.DWGPlot date 12/8/2025 10:38 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />0 FEET20 20 4010 <br />CIVIL <br />UTILITY RELOCATION PLAN - 5 <br />C-2064 <br />26 <br />B. O'NEILL <br />T. FRANKLIN <br />K. WEBER <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 SEE DRAWING C-2065Know what's below. <br />before you dig.Call <br />RMATCHLINESEE DRAWING C-2063GENERAL NOTES <br />WATER CONSTRUCTION NOTES <br />WATER 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 />SEE SECTION 02 01 10 AND SECTION 02 01 20. <br />3.EXISTING WATER LINE CAN BE REMOVED FROM <br />SERVICE DURING INSTALLATION PER SECTION 01 12 16 <br />AND SECTION 02 01 10 SOUTH OF THE PGSF FACILITY. <br />MAINTAIN WATER SERVICE AT THE PGSF FACILITY <br />AND TO THE NORTH AT ALL TIMES. <br />1 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE <br />WITH SECTION 02 01 10. POTHOLE LOCATION PRIOR <br />TO PROCUREMENT OF FITTINGS AND COUPLINGS. <br />CONNECTION TO EXISTING WATER LINES MUST BE BY <br />COE FORCES. SEE C-2034. <br />2 DEMOLISH EX 16" W AND ALL APPURTENANCES. <br />REMOVE IN ITS ENTIRETY. REPLACE WITH DI W PER <br />COE REQUIREMENTS. <br />14 APPROX STA. 13+75 PROVIDE: <br />(1)16" DI 22.5° BEND <br />15 APPROX STA. 13+85 PROVIDE: <br />(1) CONNECT TO EX 16" W <br />16 APPROX STA. 14+01 PROVIDE: <br />(1) POTHOLE LOCATION PER WATER CONSTRUCTION <br />NOTE 1. <br />(1) REMOVE EXISTING TEE <br />17 APPROX STA. 14+00 PROVIDE: <br />(1)POTHOLE LOCATION PER WATER CONSTRUCTION <br />NOTE 1. <br />(1)12" DI TEE <br />(1)CONNECT TO EX 12" W <br />18 APPROX STA. 14+40 PROVIDE: <br />(1)POTHOLE LOCATION PER WATER CONSTRUCTION <br />NOTE 1. <br />(1)12" DI 90° ELBOW <br />(1)CONNECT TO EX 16" W <br />24 APPROX STA. 13+00 PROVIDE: <br />(1)16" DI 22.5° BEND <br />(1)DEMOLISH SSMH1995G04 <br />(1)DEMOLISH EX 12" SS CONC AS REQUIRED TO <br />COMPLETE THE WORK, COORDINATE SCHEDULE WITH <br />SEWER DECOMMISSIONING. <br />1 REMOVE EX 12" FM DI. PROVIDE BYPASS PUMPING <br />PER SECTION 33 01 30.50. <br />2 METER, VAULT AND ASSOCIATED APPURTENANCES TO <br />BE DEMOLISHED. SEE DETAIL 1 SHEET CD-2603. <br />3 CONNECT TO EXISTING NAVY SS FM MAIN IN <br />ACCORDANCE WITH SECTION 02 01 10. POTHOLE <br />LOCATION PRIOR TO PROCUREMENT OF DIP PIPE AND <br />APPURTENANCES. CONNECTION TO EXISTING FM <br />MUST BE FULL RESTRAINED. <br />4 PROVIDE 12" DIP IN ACCORDANCE WITH SECTION 33 <br />05 31. FM SHALL BE FULLY RESTRAINED. MATCH <br />EXISTING FM COVER, MIN 3-FT COVER. <br />FORCE MAIN CONSTRUCTION NOTES <br />12/09/2025