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-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 <br />30" CS 676.49LF @ 0.25%4" NGASSTA. 53+99.21TOP=14.0±36" SDSTA. 53+12.56IE=9.28±STA. 51+48.26IE = -0.4912" SS FM <br />24" CASEMENT <br />EX METER <br />VAULT <br />12" W CISTA. 54+39.41IE=UNKNOWN6" DI W TELECOM DUCT BANKSTA. 52+05.36TOP=12.5±EX SSMHRIM=16.7030" CS 135.53LF @ 0.25%SSMH 20060" TYPE 3 MODIFIEDRIM=15.55ACCESSWAY30x30x30 TEESTA. 51+34.63IE = -0.53EXISTING GROUND <br />CO038" SSSTA. 50+61.31IE=6.70±8" SSSTA. 50+55.62IE=7.00±12" SDSTA. 54+67.87IE=11.90±1CD-2601TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />TRENCH PER COE DETAIL 614 MOD <br />AND SECTION 31 23 00 <br />TRENCH PER DETAIL E/CD-2602 <br />AND SECTION 31 23 00 <br />STA 51+75.95TOP EL = 13.17ELECTRICAL DUCTBANKAPPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />30" CS 13.64LF @ 0.25%STA. 52+21.89START CO03 ABOVE3 <br />1 <br />1 <br />1 <br />4PLPLPLPLPLPLPLPLPLPLPLPL105 <br />123124125 <br />126 <br />227 <br />29051900201900 <br />UNKNOWN <br />LOWER NORTON AVE <br />2 <br />5 <br />A <br />CD-2610 <br />50+4051+0052+0053+0054+0030" CS <br />WEST MARINE VIEW DRIVE OVERHEAD <br />EX 16" W DIP <br />POTHOLE APS PH 20 <br />GROUND COMM EL=15.8 <br />TOP OF COMM=12.5 <br />16 <br />17 <br />17 <br />1817 <br />1617171816 <br />16 <br />16EX 12" SS CONC ABAND <br />EX 4" NGAS <br />POTHOLE APS PH 21 <br />GROUND 4" NGAS EL=18.0 <br />TOP OF 4" NGAS=14.0 <br />EX 12" W CI EX 16" W DIP <br />EX 6" HPG <br />EX 12" SD DIP <br />STA. 51+48.26 <br />N:363904.84, E:1302222.81 <br />Δ <br />CO01 <br />CO03 (ABOVE) <br />CO01 <br />CO02 <br />CO02 <br />30" CS <br />1 <br />CD-2601 <br />7 <br />77 <br />4 <br />WO UP3525 <br />(BY OTHERS) <br />EX 12" DI FM10 <br />SEE DRAWING <br />C-2064 FOR UTILITY <br />RELOCATION PLAN <br />ELECTRICAL DUCTBANK <br />(BY OTHERS) <br />22° 53' 35" HORIZ <br />SSMH 200, TYPE 3 MODIFIED <br />STA. 51+34.63 <br />N:363891.61, E:1302226.11 <br />Δ 0° 00' 00" HORIZ <br />16 <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-2110.DWGPlot date 12/8/2025 10:49 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />LOWER NORTON AVE - 30" CS <br />PLAN AND PROFILE - STA 50+40 TO 54+80 <br />C-2110 <br />36 <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 54+80 SEE DRAWING C-2111GENERAL NOTES <br />KEY NOTES <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />2 METER, VAULT AND ASSOCIATED APPURTENANCES <br />TO BE REMOVED. SALVAGE ANY MATERIAL PER <br />SECTION 02 41 00. REMOVE AND REPLACE 12" DI FM <br />TO EXTENTS SHOWN ON SHEET C-2064. SEE DETAIL 1 <br />SHEET CD-2603. <br />3 EXISTING STORM SYSTEM INCLUDING DETENTION <br />PIPES TO BE REMOVED FOR INSTALLATION OF <br />LARGER, DEEPER PIPES. REPLACE LOCAL STORM <br />COLLECTION WITH 12" PIPES AND CATCH BASINS. SEE <br />SHEET C-2353 FOR STORM PIPE. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER <br />SECTION 33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />5 SEWER STRUCTURE AND 4 CONNECTING SEWER <br />PIPES TO BE ABANDONED AFTER SUBSTANTIAL <br />COMPLETION OF LIFT STATION 46, ESTIMATED <br />SUMMER 2026. REMOVE CONFLICTING SEWER PIPES <br />AS NEEDED AND MAINTAIN ALL SEWER SERVICE <br />FLOWS WITH TEMPORARY AND/OR BYPASS SEWER <br />LINES. <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 />10 PROVIDE BYPASS PUMPING PER SECTION 33 01 30.50 <br />AS REQUIRED TO COMPLETE THE WORK. <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 />16 PROVIDE 60” TYPE 3 MANHOLE PER COE STD DETAIL <br />607 WITH CAST IN PLACE BASE. MANHOLE TO BE <br />SUPPORTED ON PILES PER 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.SEE GENERAL NOTES G-3012 FOR ADDITIONAL <br />INFORMATION. <br />3.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD-2608.MATCHLINE STA 50+40SEE DRAWING C-21090 FEET20 20 4010 <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 AVE25TH STREET <br />24TH STREET <br />12/09/2025