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-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 <br />24" SS 162.23LF @ 0.41%STA. 18+27.54IE = 7.2124" SS 379.24LF @ 0.41%12" WSTA. 21+45.16IE=UNKNOWN6" HPGSTA. 21+88.60IE=UNKNOWN16" W DIPSTA. 21+88.02TOP=16.3±SSMH 10548" TYPE 1RIM=19.75IE = 5.6524" SS 146.17LF @ 0.41% <br />EXISTING GROUND <br />16" W DIPSTA. 18+27.04IE=UNKNOWN10" W CISTA. 21+09.29IE=UNKNOWNSTA. 21+79.85TYPICAL ASPHALT <br />PAVEMENT PER <br />DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />STA. 21+75±TRENCH PER <br />DETAIL A/CD-2602 <br />Station=22+72.10Source Elevation=0.000APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />2 <br />2 <br />2 <br />3 <br />15 <br />416PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL405 <br />406 <br />29051900201000 <br />UNKNOWN <br />29051900200900 <br />UNKNOWN 29051900201100 UNKNOWNEASEMENT AFN 201907310975 XXXXXXXXXXXXXXXX18+0019+0020+0021+0022+00STA. 18+27.54 <br />N:362866.17, E:1302130.47 <br />Δ <br />24" SS 24" SS <br />24" SS <br />20 <br />21 <br />22 <br />212121 <br />20 <br />1 <br />9 <br />21 <br />2° 22' 14" HORIZ <br />POTHOLE APS PH 18 <br />GROUND 16" WATER EL=19.1 <br />TOP OF 16" WATER PIPE=16.3 <br />EX 16" W DIP <br />EX 10" W CAS <br />EX 12" W DI <br />EX 12" SS CONC <br />F <br />CD-2609 <br />CO28 <br />CO20 <br />CO19 <br />EX 32" SS PEP <br />IE=-58.4± <br />7 <br />15 <br />SSMH 105, 48" TYPE 1 <br />STA. 22+06.78 <br />N:363240.84, E:1302189.22 <br />16 4 <br />PORT OF EVERETT <br />NORTON TERMINAL <br />10 <br />EX MH'S (SMH1995K01, SMH1995K21, <br />DDL1995K50, DMH1995K07) AND PIPE <br />NOT FOUND. DEMOLISH AND <br />REMOVE IN THEIR ENTIRETY. <br />EX 12" SS <br />CONC ABAND 7 STA. 21+72±TYPICAL ASPHALT PAVEMENT <br />PER DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ MULTI LAYER <br />GEOGRID PER DETAIL 2/CX-2011 <br />3 <br />TCE AREA 2 <br />TCE AREA 3 <br />PE AREA 4 <br />SNOPUD TRANSMISSION <br />POLES AND ANCHORS <br />SEE GENERAL NOTE 2. <br />BUILDING OR STRUCTURE FOUNDED ON <br />STEEL H-PILES. <br />NON-BUILDING FOUNDED ON STEEL & <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-2208.DWGPlot date 12/8/2025 10:54 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />SANITARY SEWER <br />LOWER NORTON AVE - 24" SS <br />PLAN AND PROFILE - STA 17+80 TO 22+80 <br />C-2208 <br />44 <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 17+80SEE DRAWING C-2207MATCHLINE STA 22+80SEE DRAWING C-2209GENERAL NOTES <br />KEY NOTES <br />LEGEND <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 />3.LIMITS OF REMAINING FOUNDATIONS ARE SHOWN <br />BASED ON BEST AVAILABLE RECORD INFORMATION. <br />EXISTING FOUNDATION DEMOLITION SHALL BE <br />PERFORMED AS REQUIRED TO COMPLETE THE WORK. <br />4.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER 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 />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 48” TYPE 1 MANHOLE PER COE STD DETAIL <br />605 WITH CAST IN PLACE BASE. <br />7 ABANDON EXISTING PIPE IN PLACE. PRESSURE GROUT <br />PER SECTION 02 41 00. SEAL OUTLET IN DOWNSTREAM <br />MANHOLE. REMOVE INTERFERING PIPE AS REQUIRED <br />TO COMPLETE THE WORK. <br />10 BYPASS EXISTING SANITARY SEWERS PER SECTION 33 01 <br />30.50 AS REQUIRED TO COMPLETE THE WORK. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE DURING <br />CONSTRUCTION. <br />16 PROVIDE 48” TYPE 1 MANHOLE PER COE STD DETAIL <br />605 WITH CAST IN PLACE BASE. MANHOLE TO BE <br />SUPPORTED ON PILES PER S-4006 SECTION 31 63 33. <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