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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 />40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 45+40 <br />48" SS 379.77LF @ 0.40%STA. 40+94.83IE = 6.9648" SS 184.63LF @ 0.40%12" WSTA. 44+11.02IE=UNKNOWN48" SS 181.35LF @ 0.40%6" HPGSTA. 44+65.39IE=UNKNOWNSTA. 44+74.60IE = 5.44EXISTING GROUND <br />16" W DIPSTA. 44+73.68TOP=16.3±10" W CISTA. 43+74.36IE=UNKNOWNSTA. 44+41.33STA. 44+62±TYPICAL ASPHALT <br />PAVEMENT PER <br />DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />TRENCH PER DETAIL A/CD-2602 <br />AND SECTION 31 23 00 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />1 <br />1 <br />1 <br />3 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL405 <br />406 <br />29051900201000 <br />UNKNOWN <br />29051900200900 <br />UNKNOWN 29051900201100 UNKNOWNEASEMENT AFN 201907310975 XXXXXXXXXXXXXXX41+0042+0043+0044+0045+00STA. 40+94.83 <br />N:362868.55, E:1302115.14 <br />Δ <br />STA. 44+74.60 <br />N:363243.49, E:1302175.47 <br />Δ <br />48" SS <br />48" SS <br />48" SS <br />20 <br />20 <br />21 <br />21 <br />20 <br />1 <br />9 <br />21 <br />21 <br />22 <br />2° 01' 01" HORIZ <br />POTHOLE APS PH 18 <br />GROUND 16" WATER EL=19.1 <br />TOP OF 16" WATER PIPE=16.3EX 16" W DIP <br />EX 10" W CI <br />EX 12" W <br />EX 12" SS CONC7 <br />2° 06' 13" HORIZ <br />F <br />CD-2605 <br />CO28 <br />CO20 <br />CO19 <br />EX 32" SS PEP <br />IE=-58.4± <br />PORT OF EVERETT <br />NORTON TERMINAL <br />FENCE <br />TYPICAL ASPHALT <br />PAVEMENT PER <br />DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ MULTI LAYER <br />GEOGRID PER DETAIL 2/CX-2011 <br />STA. 44+62±LOWER NORTON AVENUE <br />15 <br />3 <br />TCE AREA 2 <br />TCE AREA 3 <br />PE AREA 4 PE AREA 5 <br />SNOPUD <br />TRANSMISSION <br />POLES AND <br />ANCHORS SEE <br />GENERAL NOTE 2. <br />BUILDING OR STRUCTURE FOUNDED ON <br />STEEL H-PILES. <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-2108.DWGPlot date 12/8/2025 10:47 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />SANITARY SEWER <br />LOWER NORTON AVE - 48" SS <br />PLAN AND PROFILE - STA 40+40 TO 45+40 <br />C-2108 <br />34 <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 40+40SEE DRAWING C-2107MATCHLINE STA 45+40SEE DRAWING C-2109GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />3 DEMOLISH STEEL PILES AND REINFORCED CONCRETE <br />FOUNDATION AS REQUIRED TO COMPLETE THE WORK. <br />SEE SHEETS CX-2021 AND CX-2022. <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 />PER 02 41 00 AND CAP PIPE WITH CONCRETE PLUGS. <br />PLUGS SHALL BE CLASS B CONCRETE, MINIMUM <br />ONE-DIAMETER IN LENGTH INTO THE PIPE. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE DURING <br />CONSTRUCTION. <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 UNDERGROUND <br />UTILITIES BEFORE BEGINNING WORK. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND <br />ALL DAMAGES ARISING OUT OF THEIR FAILURE TO <br />EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY <br />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 />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 AS <br />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