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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 />64+80 65+00 65+20 65+40 65+60 65+80 66+00 66+20 66+40 66+60 66+80 67+00 67+20 67+40 67+60 67+80 68+00 68+20 68+40 68+60 68+80 69+00 69+20 69+40 69+60 69+80 <br />30" CS 207.58LF @ 0.25%30" CS 199.30LF @ 0.25% <br />30" CS 211.97LF @ 0.25%12" W DIPSTA. 68+25.17IE=UNKNOWN8" SD CONCSTA. 68+49.62IE=9.80±3" WATR DIPABANDSTA. 69+64.11IE=UNKNOWN1" NGAS ABANDSTA. 69+54.92IE=UNKNOWN8" SSSTA. 69+47.26IE=8.67±STA. 68+61.83IE = 3.78STA. 66+54.25IE = 3.27POWER DUCT BANKSTA. 67+87.62TOP=15.3±3/4" W ABANDSTA. 66+21.97IE=UNKNOWNEXISTING GROUND <br />TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />1 1 1 <br />44WEST MARINE VIEW DRIVE <br />217 <br />223 <br />29051800301200 <br />W MARINE VIEW DR <br />29051800301100 <br />UNKNOWN <br />WEST MARINE VIEW DRIVE65+0066+0067+0068+0069+00STA. 68+61.83 <br />N:365602.00, E:1302417.98 <br />Δ <br />STA. 66+54.25 <br />N:365394.47, E:1302413.32 <br />Δ <br />30" CS <br />30" CS <br />30" CS <br />D <br />CD-2610 18TH ST2° 44' 17" HORIZ <br />3° 16' 33" HORIZ <br />#3 HWA-3P-24 <br /> <br /> HWA-3VW-25 16 <br />16 <br />15 <br />17 <br />16 <br />17 <br />16 <br />POTHOLE APS PH 24 <br />GROUND POWER EL=15.9 <br />TOP OF POWER=15.3 <br />BOTTOM OF POWER=13.3 <br />EX 3" W DIP <br />ABAND <br />EX 8" SS <br />EX 1" NGAS <br />ABAND <br />EX 8" SD CONC <br />EX 12" W DIP <br />EX 48" WIDE CDF DUCT BANK <br />PROTECT IN PLACE <br />EX 3/4" W <br />ABAND <br />CO01 <br />CO02 <br />PUGET SOUND <br />NAVAL COMPLEX <br />4 <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-2113.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 64+80 TO 69+80 <br />C-2113 <br />39 <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 />PRELIMINARY44572 <br /> MATCHLINE STA 69+80SEE DRAWING C-2114MATCHLINE STA 64+80SEE DRAWING C-2112GENERAL 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.WORK AROUND POWER AND GAS UTILITIES MUST <br />BE PERFORMED IN ACCORDANCE WITH PSE AND <br />SNOPUD REQUIREMENTS. COORDINATE <br />CONSTRUCTION ACTIVITIES AND SCHEDULE WITH <br />UTILITY OWNERS. <br />3.LIMITS OF STEEL PILES AND REINFORCED CONCRETE <br />FOUNDATIONS ARE SHOWN BASED ON BEST <br />AVAILABLE RECORD INFORMATION. EXISTING <br />FOUNDATION DEMOLITION SHALL BE PERFORMED <br />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 SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED. <br />4 4 PROVIDE SHOP FABRICATED FRP FITTING PER <br />SECTION 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