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72 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+10 <br />24" SS 146.17LF @ 0.41% <br />24" SS 321.74LF @ 0.41%12" SS CONCSTA. 27+16.85IE=6.59±EXISTING GROUND <br />1.94'CLEAR6" HPGSTA. 27+29.33IE=UNKNOWN24" SS 33.27LF @ 2.64%SSMH 10760" TYPE 3RIM=17.80IE = 3.7412" SS CONCSTA. 25+58.33IE=7.20±6" WSTA. 27+45.98IE=12.21±24" SS 94.03LF @ 0.41% <br />24" OUTSIDE DROP <br />WO UP3525 (BY OTHERS) <br />REMOVE END CAP AND <br />CONNECT TO EX 24" PIPE30" CSSTA. 27+00.44IE=-0.95SSMH 10660" TYPE 3RIM=18.24IE = 5.05TRENCH PER <br />DETAIL A/CD-2602 <br />TRENCH PER COE <br />DETAIL 614 MOD <br />SSMH 10860" TYPE 3RIM=16.62IE IN = 3.35 (S)IE OUT = -1.30 (W)APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />2162 <br />6 <br />1811161619 <br />2PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL101102 <br />106 <br />112 <br />500 <br />29051900201500 <br />UNKNOWN <br />29051900201300 <br />2600 FEDERAL AVE <br />EASEMENT AFN 201907310975 <br />XXXXXXXXXXXXXX23+0024+0025+0026+0027+0028+00 <br />24" SS <br />24" SS <br />18 <br />17 <br />18 <br />19 <br />17 <br />18 <br />19 <br />20 <br />18 <br />19 <br />#14 #13 <br />POTHOLE APS PH 19 <br />GROUND COMM EL=17.9 <br />TOP OF COMM PIPE=14.9 <br />EX 12" SS CONC ABAND EX 12" SS CONC ABAND <br />EX 16" W DIP <br />EX 6" HPG SNOPUD TRANSMISSION <br />POLES AND ANCHORS <br />SEE GENERAL NOTE 2. <br />CO28 <br />7 <br />7 <br />7 <br />8 <br />SSMH 107, 60" TYPE 3 <br />STA. 26+74.69 <br />N:363702.43, E:1302265.13 <br />Δ <br />SSMH 108, 60" TYPE 3 <br />STA. 27+68.72 <br />N:363793.66, E:1302242.34 <br />Δ <br />STA. 28+01.98 <br />N:363794.54, E:1302209.08 <br />Δ <br />LOCATION SHOWN IS APPROX 5' <br />INSIDE PGSF SHEET PILE WALL <br />PROVIDE 24" SN72 PN25 FRP BETWEEN <br />SSMH 108 AND THE EX PGSF PIPE <br />74° 26' 56" HORIZ <br />CO20CO01 <br />11 <br />WO UP 3525 <br />(BY OTHERS) <br />AREA 15 <br />COMBINED SEWER INFLUENT <br />CSVT-30-01 <br />SWVT-40-01 <br />WO UP3525 (BY OTHERS) <br />TO CSMH-46-01 <br />24" FRP <br />G <br />CD-2609 <br />EX 32" SS PEP <br />IE = -56.0± <br />EX 32" SS PEP <br />IE = -52.7± <br />CSVT 10-02 <br />WATER METER VAULT <br />SSMH 106, 60" TYPE 3 <br />STA. 23+52.95 <br />N:363384.20, E:1302217.72 <br />Δ <br />10 <br />16 <br />10 <br />10 <br />16 16 <br />NORTON TERMINAL <br />PGSF <br />WO# UP-3523 <br />LOWER NORTON AVE <br />2° 46' 19" HORIZ <br />22° 30' 00" HORIZ <br />0° 00' 00" HORIZ <br />19TCE AREA 2 <br />PE AREA 5 <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-2209.DWGPlot date 12/8/2025 10:54 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />10 402020FEET0 <br />SANITARY SEWER <br />LOWER NORTON AVE - 24" SS <br />PLAN AND PROFILE - STA 22+80 TO 28+00 <br />C-2209 <br />45 <br />R. DAVIES <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 22+80SEE DRAWING C-2208Know what's below. <br />before you dig.Call <br />R <br />GENERAL NOTES <br />KEY NOTES <br />1.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREIN <br />ARE APPROXIMATE LOCATIONS ONLY BASED ON THE FIELD <br />LOCATION OF UTILITY LOCATE PAINT MARKS AND <br />PHYSICAL FEATURES VISIBLE ON OR ABOVE THE GROUND <br />SURFACE. THE CONTRACTOR SHALL DETERMINE THE <br />LOCATION OF ANY AND ALL UNDERGROUND UTILITIES <br />BEFORE BEGINNING WORK. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT <br />OF THEIR FAILURE TO EXACTLY LOCATE AND PROTECT ALL <br />EXISTING UTILITY FACILITIES. <br />2.WORK AROUND POWER AND GAS UTILITIES MUST BE <br />PERFORMED IN ACCORDANCE WITH PSE AND SNOPUD <br />REQUIREMENTS. COORDINATE CONSTRUCTION ACTIVITIES <br />AND SCHEDULE WITH UTILITY OWNERS. <br />3.LIMITS OF REMAINING FOUNDATIONS ARE SHOWN BASED <br />ON BEST AVAILABLE RECORD INFORMATION. EXISTING <br />FOUNDATION DEMOLITION SHALL BE PERFORMED AS <br />REQUIRED TO COMPLETE THE WORK. <br />4.PROVIDE TRENCH CUT OFF WALL WHERE GROUNDWATER <br />IS PRESENT PER DETAIL 2/CD-2608. <br />2 PROVIDE SN72 PN25 FRP PIPE PER SECTION 33 05 36 OR <br />C900, DR18 PER SECTION 33 05 31.13. <br />6 PROVIDE OUTSIDE DROP PER COE STD DETAIL 612. <br />7 ABANDON EXISTING PIPE IN PLACE. PRESSURE GROUT PER <br />SECTION 02 41 00. SEAL OUTLET IN DOWNSTREAM <br />MANHOLE. REMOVE INTERFERING PIPE AS REQUIRED TO <br />COMPLETE THE WORK. <br />8 PROTECT IN PLACE EX 31" TELECOM CABLE TRENCH. <br />10 BYPASS EXISTING SANITARY SEWERS PER SECTION 33 01 <br />30.50 AS REQUIRED TO COMPLETE THE WORK. <br />11 CONNECT TO PLANT PIPING. FIELD VERIFY LOCATION, <br />ELEVATION AND CONDITION OF CONNECTION POINT. <br />COORDINATE INSTALLATION AND SCHEDULE WITH CITY. <br />16 PROVIDE 60” TYPE 3 MANHOLE PER COE STD DETAIL 607 <br />WITH CAST IN PLACE BASE. MANHOLE TO BE SUPPORTED <br />ON PILES PER S-4006 AND SECTION 31 63 33. <br />18 PROVIDE UTILITY SUPPORT PER DETAIL 1/CD-2608. <br />19 SHEET PILE WALL BY WO# UP3525. LOCATE EXISTING <br />SHEET PILE WALL (APPROXIMATE LOCATION SHOWN) <br />REMOVE PORTIONS OF THE SHEET PILE WALL AS <br />REQUIRED TO CONNECT TO PGSF PIPE. <br />KEY MAP <br />SCALE: NTS <br />WEST MARINE VIEW DRIVE20TH STREETRUCKER AVEGRAND AVE24TH STREET <br />25TH STREET <br />12/09/2025