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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />36" CASING 140.73LF @ 1.00% <br />24" SS 162.23LF @ 0.41%16" W DIPSTA. 15+13.53TOP=22.2±6" HPGSTA. 15+18.33TOP=21.9±EXISTING GROUND <br />24" SS 320.70LF @ 0.41%COMMSTA. 15+24.09TOP=22.0±24" OUTSIDE DROP <br />BNSF RAILROAD ROW <br />12" SS CONCSTA. 16+50.15IE=UNKNOWNSTA. 15+47.15STA. 16+37.1536" IE=7.44STA. 16+58.9436" IE=8.85STA. 15+18.21STA. 16+56.42STA. 15+18.2124" IE = 9.30STA. 16+58.9424" IE = 7.88TYPICAL 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. 17+45±14+00 <br />14+2014+4014+6014+80 <br />15+00 <br />15+2015+4015+6015+80 <br />16+00 <br />16+2016+4016+6016+80 <br />17+00 <br />17+2017+4017+60 <br />17+80 <br />24" SS 158.11LF @ 1.01% <br />TRENCH PER <br />DETAIL A/CD-2602 <br />TRENCHLESS INSTALLATION <br />PER DWG C-2801 <br />24" SS 8.49LF @ 0.41% <br />TRENCH PER DETAIL D/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />IE=17.41STA. 14+98.71APPROX TRENCH <br />CUT-OFF WALL (TYP)SSMH 10448" TYPE 1RIM=21.63IE = 7.87CONTRACTOR'S <br />RECEIVING PIT <br />STA. 15+07.20IE = 9.47SSMH 10348" TYPE 1RIM=25.57IE IN = 17.37 (E)IE OUT = 9.47 (W)CONTRACTOR'S <br />LAUNCH PIT <br />2 <br />CD-2608 <br />2 <br />2 <br />1 <br />3 44617 18PLPLPLPLPLPLPLPLPLPLEASEMENT AFN 201907310975PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />50275 <br />MIC <br />35.06 <br />01102600000100 <br />1215 24TH ST <br />01102600000200 <br />1217 24TH ST <br />00437448500000UNKNOWN00437455701600UNKNOWN361LF CONC GUTTER TO CB714+0015+0016+0017+00 <br />SSMH 104, TYPE 1 <br />STA. 16+65.31 <br />N:362705.00, E:1302111.99 <br />Δ 24" SS212122 253526352426 <br />272222#7 <br />#6 <br />POTHOLE APS PH 15 <br />GROUND 16" WATER EL=25.4 <br />TOP OF WATER PIPE=22.2 <br />POTHOLE APS PH 16 <br />GROUND 6" GAS EL=25.3 <br />TOP OF 6" GAS PIPE=21.9 <br />POTHOLE APS PH 17 <br />GROUND COMM EL=25.0 <br />TOP OF COMM PIPE=22.0 <br />EX 16" W DIP <br />EX 6" HPGEX 12" SS CONC <br />ABANDONED <br />CO28 <br />CO28 <br />10.7'10.9'24TH ST <br />30' BNSF OFFSET <br />30' BNSF OFFSET <br />D <br />CD-2609 <br />30' BNSF OFFSET <br />LIMITS OF TRENCHLESS <br />INSTALLATION, TYP <br />BNSF RAILROAD ROWCO20 <br />CO19 <br />3 <br />E <br />CD-2609 <br />EX 32" SS PEP <br />IE=-57.0± <br />4 <br />145 <br />15 <br />7PORT OF EVERETTNORTON TERMINALSTA. 17+45± <br />SSMH 103, TYPE 1 <br />STA. 15+07.20 <br />N:362691.78, E:1302269.55 <br />Δ 0° 00' 00" HORIZ <br />64 <br />91° 44' 42" HORIZ <br />WMVD RETAINING <br />WALL <br />STA. 14+98.71 (PI) <br />N:362691.07, E:1302278.01 <br />Δ 87° 42' 34" HORIZ <br />MANHOLE <br />ENLARGED <br />PLANS <br />1 <br />CD-2612 <br />18 <br />17 <br />PE AREA 4 <br />TCE AREA 2 <br />TYPICAL ASPHALT PAVEMENT <br />PER DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />WEST MARINE VIEW DRIVELOWER NORTON AVENUE (EAST)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-2207.DWGPlot date 12/8/2025 11:44 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />SANITARY SEWER <br />WMVD - 24" SS <br />PLAN AND PROFILE - STA 14+00 TO 17+80 <br />C-2207 <br />43 <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 /> <br />MATCHLINE STA 17+80 <br />SEE DRAWING C-2208 <br />MATCHLINE STA 14 <br />+ <br />0 <br />0 <br />SEE DRAWING C-2 <br />2 <br />0 <br />6 <br />TRENCHLESS CROSSING 1 <br />C-2801 <br />GENERAL 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 />1 PROVIDE SN46 PN25 FRP PIPE PER SECTION 33 05 36 OR <br />PVC GRAVITY SEWER PIPE PER SECTION 33 05 31.11. <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 />5 PROVIDE NOTIFICATION, EXCAVATION AND STANDBY <br />PER UTILITY OWNER REQUIREMENTS. <br />6 PROVIDE OUTSIDE DROP PER COE STD DETAIL 612 <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 />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE DURING <br />CONSTRUCTION. <br />17 PROVIDE MANHOLE FOUNDATION PER DETAIL <br />6/CD-2601. OVEREXCAVATE EXISTING SUBGRADE <br />APPROX 3-FT TO COMPETENT MATERIAL. <br />18 PROVIDE SHOP FABRICATED FITTING, C900 OR FRP <br />MATCHING THE PROVIDED C028 PIPE. RESTRAIN ALL <br />PIPE AND FITTINGS. SUBMIT SHOP DRAWINGS FOR THE <br />DROP MANHOLE, BEND AND FITTINGS A MINIMUM OF <br />20 FT UPSTREAM AND DOWNSTREAM OF THE <br />HORIZONTAL BENDS TO MAKE THE RAIL CROSSING AND <br />AT THE CROSSING. <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