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-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />69+80 70+00 70+20 70+40 70+60 70+80 71+00 71+20 71+40 71+60 71+80 72+00 72+20 72+40 72+60 72+80 73+00 73+20 73+40 73+60 73+80 74+00 74+20 74+40 74+60 74+80 <br />30" CS 199.30LF @ 0.25%STA. 70+71.13IE = 4.3030" CS 43.86LF <br />@ 0.25%STA. 71+15.00IE = 4.4130" CS 513.86LF @ 0.43%12" SD CONCSTA. 70+10.99IE=10.25±12" HPGSTA. 70+53.27IE=UNKNOWN18" SD CONCSTA. 70+84.11IE=7.42±12" SS CONCSTA. 72+34.39IE=7.60±12" W DIPSTA. 73+06.33TOP=12.0±2" T PVCSTA. 72+73.83TOP=13.5±8" SD CMPSTA. 71+01.46IE=11.59±SSMH 20360" TYPE 3 MODIFIEDRIM=16.1130" CS 10.00LF @ 0.25%0.50'CLEAREXISTING GROUND <br />ACCESSWAY30x30x30 TEESTA. 70+61.13IE = 4.28TRENCH PER COE DETAIL 614 MOD <br />AND SECTION 31 23 00 <br />1CD-2601TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608UNK PSTA. 70+68.37TOP=UNKNOWNUNK PSTA. 72+99.67TOP=UNKNOWNUNK TSTA. 73+02.07TOP=UNKNOWN21 <br />1 <br />1 <br />1 4418WEST MARINE VIEW DRIVE <br />218 <br />222 <br />6093501 <br />29051800400700 <br />UNKNOWN <br />29051800400701 <br />1700 W MARINE VIEW DR <br />29051800400500 <br />1710 W MARINE VIEW DR <br />29051800400800 <br />UNKNOWN <br />70+0071+0072+0073+0074+00STA. 70+71.13 <br />N:365810.64, E:1302434.64 <br />Δ <br />STA. 71+15.00 <br />N:365850.90, E:1302452.07 <br />Δ <br />30" CS <br />30" CS <br />30" <br />C <br />S <br />WEST MARINE VIEW DRIVE <br />#216 <br />16 <br />16 <br />16 <br />15 <br />POTHOLE APS PH 25 <br />GROUND W EL=16.0 <br />TOP OF 12" W PIPE=12.0 <br />EX 12" SD CONC <br />POTHOLE APS PH 26 <br />GROUND COMM EL=16.0 <br />TOP OF 2" COMM=13.5 <br />EX 18" SD CONC <br />EX 8" SD CMP EX 2" T PVC <br />EX 12" W DIP <br />EX 6" IPG <br />EX 12" HPG <br />3 <br />30" CS <br />30" <br />C <br />S <br />18° 50' 35" HORIZ 22° 30' 00" HORIZ <br />SSMH 203, TYPE 3 MODIFIED <br />STA. 70+61.13 <br />N:365800.68, E:1302433.85 <br />Δ 0° 00' 00" HORIZ CO01 <br />CO02 <br />E <br />CD-2610 <br />1 <br />CD-2601 <br />PORT OF EVERETT <br />4 4 <br />EX 18" SS CP <br />14 <br />14 <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-2114.DWGPlot date 12/8/2025 10:51 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />WMVD - 30" CS <br />PLAN AND PROFILE - STA 69+80 TO 74+80 <br />C-2114 <br />40 <br />B. O'NEILL <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 69+80SEE DRAWING C-2113MATCHLINE STA 74+80SEE DRAWING C-2115GENERAL NOTES <br />KEY NOTES <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 />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />2 REMOVE AND PLUG SEWER WITHIN TRENCH LIMITS. <br />SEWER TO BY BYPASSED OR ROUTED TO SEWER MH <br />AND CONNECTION AFTER INSTALLATION PER C-2214. <br />3 REMOVE 8" SD WHERE WITHIN TRENCH LIMITS OF 30" <br />CS AND PLUG ENDS OF REMAINING 8" SD. ADJACENT <br />18" SD TO BE PROTECTED AND REMAIN IN SERVICE. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />18 PROVIDE UTILITY SUPPORT PER DETAIL 1/CD-2608. <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