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-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />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 23+00 23+20 <br />20" FM 310.92LF @ 0.10%12" W CISTA. 22+84.04IE=UNKNOWN4" NGASSTA. 22+43.84TOP=14.0±36" SDSTA. 21+57.19IE=9.28±12" SS FM <br />24" CASEMENT <br />EX METER VAULT <br />CO01 <br />EXISTING GROUND <br />6" DI W <br />20" FM 16.73LF @ 0.00%BLIND FLANGEBEGIN WO UP3815-02STA. 20+09.79TELECOM DUCT BANKSTA. 20+49.99TOP=12.5±STA. 20+26.52IE = 8.80CO03 <br />20" FM 40.00LF @ 8.85%1.15'CLEARSTA. 20+66.52IE = 5.261.02'CLEAR12" SDSTA. 23+12.50IE=11.90±TRENCH PER DETAIL E/CD-2602 <br />AND SECTION 31 23 00 <br />TRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />WO# UP3525 (BY OTHERS) <br />20" HDPE WITH FLANGE <br />ADAPTER AND BLIND FLANGE <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP)3 <br />1 <br />2 <br />1 5181W PLPLPLPLPLPLPLPLPLPLPLPL105 <br />123124125 <br />126 <br />227 <br />29051900201900 <br />UNKNOWN <br />LOWER NORTON AVE <br />WEST MARINE VIEW DRIVE OVERHEAD <br />3 <br />A <br />CD-261020+0021+0022+0023+0020" FM <br />17 <br />17 <br />16 <br />17 18 19201817 <br />16 <br />1716 <br />16 <br />1616 <br />EX 16" W DIP <br />POTHOLE APS PH 20 <br />GROUND COMM EL=15.8 <br />TOP OF COMM=12.5 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 12" SS <br />CONC ABAND <br />EX 6" HPG <br />EX 12" SD DIP <br />CO03 <br />CO01 (BELOW) <br />CO02CONNECTION POINT, BLIND FLANGE <br />BEGIN WO UP3815-02 <br />STA. 20+09.79 <br />N:363926.62, E:1302215.78 <br />5 <br />7 <br />2 <br />STA. 20+26.52 <br />N:363938.06, E:1302227.99 <br />Δ <br />4 <br />ELECTRICAL DUCTBANK <br />(BY OTHERS) <br />1037° 58' 21" 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-2210.DWGPlot date 12/8/2025 10:55 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE DR17 HDPE PIPE PER SECTION 33 05 33.23. <br />2 METER, VAULT AND ASSOCIATED APPURTENANCES <br />TO BE REMOVED. SALVAGE ANY MATERIALS PER <br />SECTION 02 41 00. REMOVE AND REPLACE 12" DI FM <br />TO EXTENTS SHOWN ON C-2064. SEE DETAIL <br />1/CD-2603. <br />3 EXISTING STORM SYSTEM INCLUDING DETENTION <br />PIPES TO BE REMOVED AS REQUIRED FOR <br />INSTALLATION OF LARGER, DEEPER PIPES. REPLACE <br />LOCAL STORM COLLECTION WITH 12" PIPES AND <br />CATCH BASINS. SEE SHEET C-2353 FOR STORM PIPE. <br />4 PROVIDE SHOP FABRICATED FITTING PER SECTION 33 <br />05 33.23. <br />5 CONNECT HDPE TO HDPE PIPE INSTALLED AS PART <br />OF PGSF PLANT CONTRACT WORK. REMOVE BLIND <br />FLANGE AND PROVIDE FLANGE STUBOUT WITH <br />BACKUP RING. CONFIRM LOCATION, DEPTH AND <br />FLANGE SIZE AND BOLT PATTERN. <br />7 ABANDON EXISTING PIPE IN PLACE. PRESSURE <br />GROUT PER SECTION 02 41 00. SEAL OUTLET IN <br />DOWNSTREAM MANHOLE. REMOVE INTERFERING <br />PIPE AS REQUIRED TO COMPLETE THE WORK. <br />10 BYPASS EXISTING SANITARY SEWERS PER SECTION 33 <br />01 30.50 AS REQUIRED TO COMPLETE THE WORK. <br />18 PROVIDE UTILITY SUPPORT PER DETAIL 1/CD-2608. <br />SEWER FORCE MAIN <br />LOWER NORTON AVE - 20" SS <br />PLAN AND PROFILE - STA 19+80 TO 23+20 <br />C-2210 <br />46 <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 23+20 SEE DRAWING C-2211GENERAL 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 />0 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 AVE24TH STREET <br />25TH STREET <br />12/09/2025