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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 />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 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 <br />48" SD 665.10LF @ 0.10%36" SDSTA. 23+38.04IE=8.86±48" SD 34.74LF @ 0.40%STA. 21+57.26IE = 3.656" DI W <br />STA 21+39.98 <br />TOP EL = 13.17 <br />ELECTRICAL DUCTBANK EXISTING GROUND <br />48" SD 5.18LF @ 0.39%4" NGASSTA. 23+69.78TOP=13.9±12" SD, SEE <br />SHEET 2353SDMH 60072" TYPE 3 MODIFIEDRIM=15.4524" PGSF ONSITESTA. 20+06.51IE=-2.411.06' <br />1.10'20" FMSTA. 21+45.44IE=8.80±BEGIN WO 3815-02STA. 21+17.33IE = 3.50WO UP 3525 <br />(BY OTHERS) <br />REMOVE END CAP <br />AND CONNECT TO EX 48" SD 1CD-2601TELECOM DUCT BANKSTA. 21+86.66TOP=12.5±TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />0.3'±CLEARACCESSWAYSTA. 21+22.52IE = 3.51TRENCH PER DETAIL E/CD-2602 <br />AND SECTION 31 23 00 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />1 1 <br />1 <br />1118W PLPLPLPLPLPLPLPLPLPLPLPL105 <br />123124125 <br />126 <br />227 <br />29051900201900 <br />UNKNOWN <br />20+0021+0022+0023+0024+00A <br />CD-2610 <br />SDMH 600, TYPE 3 MODIFIED <br />STA. 21+22.52 <br />N:363909.40, E:1302218.04 <br />Δ <br />48" SD48" SD <br />LOWER NORTON AVE <br />WEST MARINE VIEW DRIVE OVERHEAD <br />2 <br />171 <br />7 <br />16 <br />17 <br />18 <br />16 <br />161718 <br />192017 <br />17 <br />1616" W DIP <br />POTHOLE APS PH 20 <br />GROUND COMM EL=15.8 <br />TOP OF COMM=12.5 <br />12" SS CONC ABAND <br />4" NGAS <br />POTHOLE APS PH 21 <br />GROUND 4" NGAS EL=18.0 <br />TOP OF 4" NGAS=14.0 <br />12" W CI <br />6" HPG <br />12" SD DIP <br />CO03 (ABOVE) <br />CO01 (BELOW) <br />CO02 <br />5 <br />22 <br />WO UP3525 <br />(BY OTHERS) <br />SEE PROFILE SHEET C-2353 <br />1 <br />CD-2601 <br />12" SD <br />SWVT-40-01 <br />7 <br />12" SD ABAND <br />16" W DIP <br />12" SD PVC <br />12" SD <br />ELECTRICAL DUCTBANK <br />(BY OTHERS) <br />STA. 21+57.26 <br />N:363943.72, E:1302223.39 <br />Δ <br />0° 00' 00" HORIZ <br />0° 00' 00" HORIZ <br />11 SD BEGINING, BEGIN WO 3815-02 <br />STA. 21+17.33 <br />N:363904.27, E:1302217.24 <br />Δ 0° 00' 00" HORIZ <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-2310.DWGPlot date 12/8/2025 11:02 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />2 EXISTING STORM SYSTEM INCLUDING DETENTION <br />PIPES TO BE REMOVED FOR INSTALLATION OF LARGER, <br />DEEPER PIPES. REPLACE LOCAL STORM COLLECTION <br />WITH 12" PIPES AND CATCH BASINS. SEE SHEET C-2353 <br />FOR PROFILE. PROVIDE STORMWATER BYPASSING. <br />3 VERIFY LOCATION AND DEPTH. REMOVE CAP AND <br />CONNECT 48" FRP TO EXISTING 48" FRP PIPE <br />INSTALLED AS PART OF WO UP 3525 (PGSF SITE). <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />5 CONNECT EXISTING 12" PVC AND 18" PE STORMWATER <br />PIPES TO E AND SW. 12" TO THE NW IS ABANDONED <br />AND PLUGGED. REMOVE ABANDONED PIPE AND <br />REPLUG AS REQUIRED. PROVIDE STORMWATER <br />BYPASSING. <br />7 ABANDONED EXISTING PIPE IN PLACE. REMOVE <br />INTERFERING PIPE AS REQUIRED TO COMPLETE THE <br />WORK. REMOVE EX MH IN THEIR ENTIRETY. <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 />18 PROVIDE UTILITY SUPPORT PER DETAIL 1, CD-2608. <br />22 PROVIDE CAST IN PLACE BASE. ACCESSWAY AND <br />MANHOLE TO BE SUPPORTED ON PILES PER S-4006 <br />SECTION 31 63 33. <br />STORM DRAINAGE <br />LOWER NORTON AVE - 48" SD <br />PLAN AND PROFILE - STA 20+00 TO 24+40 <br />C-2310 <br />56 <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 24+40 SEE DRAWING C-2311GENERAL 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 ANY AND ALL <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 FOR ADDITIONAL <br />INFORMATION. <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