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-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />45+40 45+60 45+80 46+00 46+20 46+40 46+60 46+80 47+00 47+20 47+40 47+60 47+80 48+00 48+20 48+40 48+60 48+80 49+00 49+20 49+40 49+60 49+80 50+00 50+20 50+40 <br />48" SS 181.35LF @ 0.40%48" SS 181.35LF @ 0.40%48" SDSTA. 49+45.09IE=3.48±STA. 49+29.65IE = -1.0430" CS 10.16LF @ 0.00% <br />48" SS 11.75LF <br />@ 0.40% <br />EXISTING GROUND <br />12" SS CONCSTA. 49+22.37IE=6.82±30" CS 12.64LF <br />@ 0.25% <br />30" CS 56.81LF @ 0.25%24" SSSTA. 49+65.77IE=3.63±1.96' CLEAR30" CS 135.53LF @ 0.25%30"x16" TEESTA. 49+99.10IE = -0.8730" SS 150.01LF @ 0.40%SSMH 01172" TYPE 3MODIFIED W/ENCASEMENTRIM=17.8848" SS 23.77LF @ 0.40%48" TEESTA. 46+96.37IE = 4.5548"X30" ECC REDUCERSTA. 47+08.12IE = 4.5048" SS 16.65LF <br />@ 0.40% <br />30" CS 13.66LF <br />@ 0.00%STA. 49+05.83IE = -1.0430" <br />S <br />S <br /> <br />4 <br />7 <br />. <br />7 <br />1 <br />L <br />F <br /> <br />@ <br /> <br />1 <br />0 <br />. <br />3 <br />6 <br />%STA. 48+58.12IE = 3.901CD-2601STA. 46+79.72IE = 4.621.77' CLEAR6" HPGSTA. 50+16.35IE=13.40±STA. 49+86.46IE = -0.90ACCESSWAYSTA. 46+55.95IE = 4.7112" SS CONCSTA. 49+22.37IE=6.82±12" SS CONCSTA. 50+10.68IE=6.49±30"x24" TEESTA. 49+19.49TRENCH PER DETAIL A/CD-2602 <br />AND SECTION 31 23 00 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />1 <br />7 <br />1 <br />4 <br />4 4 4 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />4 <br />4 4 <br />4 <br />4 <br />1 <br />1 COCSVT-30-01 <br />CSVT-10-01 <br />AREA 15 <br />COMBINED SEWER INFLUENT <br />101102 <br />106 <br />112 <br />118 <br />500 <br />29051900201500 <br />UNKNOWN <br />29051900201300 <br />2600 FEDERAL AVE <br />EASEMENT AFN 201907310975 <br />XXXXXXXXXXXXXX46+0047+0048+0049+0050+0050+4048" SS <br />30" SS <br />19 <br />18 <br />19 <br />18 <br />20 <br />21 1817 <br />19 <br />#14 #13 <br />HWA-19P-24 <br /> HWA-20P-24 <br /> <br />POTHOLE APS PH 19 <br />GROUND COMM EL=17.9 <br />TOP OF COMM PIPE=14.9EX 12" SS CONC <br />48" CS HDPE WO UP3525 <br />(BY OTHERS) <br />EX 16" W DIP <br />EX 6" HPG <br />4 <br />END CO19 <br />STA. 47+08.12 <br />N:363472.74, E:1302219.78 <br />Δ <br />STA. 49+19.49 <br />N:363681.67, E:1302251.86 <br />Δ <br />G <br />CD-2605 <br />N:363684.33, E:1302208.21 <br />END OF WO UP3815-02 <br />SEE SHEET C-2351 FOR PLANT <br />CONNECTION EXPANDED VIEW <br />SEE SHEET C-2351 FOR <br />PLANT CONNECTION <br />EXPANDED VIEW <br />2 <br />C-2351 <br />11 <br />7 <br />30" CS <br />SEE SHEET C-2352 FOR <br />PLANT CONNECTION <br />EXPANDED VIEW <br />3 <br />C-2352 <br />CO28 <br />CO20 <br />CO01 <br />7 <br />11 <br />11 <br />7 <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 />24" CS HDPE <br />WO UP3525 <br />(BY OTHERS) <br />SSMH 011, STA. 46+55.95 <br />N:363421.36, E:1302210.84 <br />Δ 0° 00' 00" HORIZ <br />1 <br />CD-2601 <br />PORT OF EVERETT <br />NORTON TERMINAL <br />EX 12" SS CONC 7 <br />48" SS <br />STA. 46+79.72 <br />N:363444.67, E:1302215.47 <br />Δ 2° 30' 55" HORIZ <br />PGSF <br />WO# UP-3523 <br />LOWER NORTON AVENUE15 <br />N:363752.81, E:1302205.02 <br />END OF WO UP3815-02 <br />WO UP3525 <br />(BY OTHERS) <br />0° 00' 00" HORIZ <br />STA. 49+86.46 <br />N:363747.86, E:1302262.02 <br />Δ <br />48" TEE CO19 <br />STA. 46+96.37 <br />N:363461.13, E:1302218.00 <br />Δ 0° 00' 00" HORIZ <br />SNOPUD TRANSMISSION <br />POLES AND ANCHORS <br />SEE GENERAL NOTE 2. <br />N:363464.96, E:1302193.08 <br />EX 48" BLIND FLANGE <br />1 <br />C-2351 <br />4 <br />16" SS WO UP3525 <br />CSVT-10-01 (BY OTHERS) <br />STA. 49+99.10 <br />N:363760.12, E:1302258.96 <br />Δ 0° 00' 00" HORIZ <br />EX 12" SS CONC <br />24 <br />4 <br />4 <br />23 <br />TCE AREA 2 <br />PE AREA 5 <br />0° 00' 00" HORIZ <br />22° 45' 23" HORIZ <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-2109.DWGPlot date 12/8/2025 11:17 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />LOWER NORTON AVE - 48" SS - 30" SS <br />PLAN AND PROFILE - STA 45+40 TO 50+40 <br />C-2109 <br />35 <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 45+40SEE DRAWING C-2108GENERAL NOTES <br />KEY NOTES <br />MATCHLINE STA 50+40SEE DRAWING C-21101 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />7 ABANDON EXISTING PIPE IN PLACE. REMOVE <br />INTERFERING PIPE OR STRUCTURES AS REQUIRED TO <br />COMPLETE THE WORK. PRESSURE GROUT PIPE CUT <br />AND CAP PIPE WITH CONCRETE PLUGS. PLUGS SHALL <br />BE CLASS B CONCRETE, MINIMUM ONE-DIAMETER IN <br />LENGTH INTO THE PIPE. <br />11 CONNECT TO PLANT PIPING. FIELD VERIFY LOCATION, <br />ELEVATION AND CONDITION OF CONNECTION POINT. <br />COORDINATE INSTALLATION AND SCHEDULE WITH <br />CITY. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE <br />DURING CONSTRUCTION. <br />23 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 />24 MANHOLE TO BE SUPPORTED ON PILES PER S-4006 <br />AND SECTION 31 63 33. <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 />10 402020FEET0 <br />KEY MAP <br />SCALE: NTS <br />WEST MARINE VIEW DRIVE20TH STREETRUCKER AVEGRAND AVEKnow what's below. <br />before you dig.Call <br />R <br />24TH STREET <br />25TH STREET <br />12/09/2025