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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 <br />12" SS 287.50LF <br />@ 0.36%SSMH 40148" TYPE 1RIM=15.41IE IN = 6.55 (S)IE IN = 6.62 (W)IE OUT = 6.55 (N)12" SS 181.28LF @ 0.10%STA. 24+84.19IE = 6.3512" SS 8.89LF @ 0.10% <br />12" SS 28.80LF @ 0.10%SSMH 40248" TYPE 3, CONNECTTO EX SEWERRIM=15.37IE IN = 6.31IE OUT = 5.71±8" W DIPSTA. 24+34.06TOP=10.7±18" SS ABANDSTA. 24+16.30IE=6.25±6" IPGSTA. 24+39.76TOP=12.6±12" HPGSTA. 24+41.66TOP=12.2±STA. 24+93.08IE = 6.34EXISTING GROUND <br />16" W DIPSTA. 25+18.26TOP=10.2±6" IPGSTA. 25+12.11IE=UNKNOWN12" HPGSTA. 25+10.18IE=UNKNOWN8" SD CMPSTA. 25+06.82IE=UNKNOWN18" SD CONCSTA. 25+01.54IE=4.80±12" SS 4.96LF <br />@ 0.33%STA. 22+87.50IE = 6.57STA. 23+02.90IE = 6.5212" SS FM DIPSTA. 24+74.55IE=10.20±12" SS FM HDPESTA. 24+90.45IE=7.40±2 <br />CD-2608 <br />12" SS 10.44LF @ 0.25% <br />WATER TREATMENT UNIT <br />APPROX TRENCH <br />CUT-OFF WALL (TYP)UNK TSTA. 22+99.26TOP=UNKNOWN2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 7 <br />8 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLP219 <br />220 <br />221 <br />29051800210400 <br />615 MILLWRIGHT LOOP N <br />P L P L PL P L PL P L PL P L PL P L PL P L PL P L P L P L P L P L PL P L PL P L PL P L PL P L PL P L PL P L P L P L P L P L P L PL P L PL P L PL P L PL P L PL P L PL P L P L P L P L P L P L <br />PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLSSMH 401, TYPE 1 <br />STA. 22+92.46 <br />N:366262.78, E:1302442.63 <br />Δ <br />SSMH 402, TYPE 3, CONNECT <br />TO EX SEWER <br />STA. 25+21.88 <br />N:366453.15, E:1302477.90 <br />WYE, STA. 24+84.19 <br />N:366453.73, E:1302440.21 SSCO - 1, CLEANOUT <br />STA. 24+84.19 <br />N:366456.79, E:1302440.22 <br />SSCO - 2, CLEANOUT <br />STA. 24+93.08 <br />N:366453.61, E:1302449.1023+0024+0025+00 <br />25+22 <br />2 <br />WEST MARINE VIEW DRIVE <br />POTHOLE APS PH 27 <br />GROUND WATER EL=15.5 <br />TOP OF 8" WATER PIPE=10.7 <br />POTHOLE APS PH 26 <br />GROUND NGAS EL=15.0 <br />TOP OF 12" NGAS PIPE=10.5 <br />TOP OF 6" NGAS PIPE=11.7 <br />EX 6" IPG <br />EX 12" HPG <br />EX 18" SD CONC <br />EX 8" W DIP <br />4 <br />5 <br />6 <br />EX 18" SS ABAND <br />CO01 <br />CO02 <br />POTHOLE APS PH <br />EDGE OF VAULT IS <br />EDGE OF RIM <br />33° 28' 52" HORIZ <br />F <br />CD-2610 <br />605 <br />1 <br />C-2215 <br />607 <br />604 <br />604 <br />EX 30" CS PVC (TO BE ABANDONED) <br />EX 12" SS FM HDPE <br />GRAND AVENUE <br />PARK BRIDGE 3 <br />12" SS <br />EX 12" SS PVC <br />STA. 22+87.50 <br />N:366257.92, E:1302441.64 <br />Δ <br />STA. 23+02.90 <br />N:366272.46, E:1302438.71 <br />Δ <br />11° 15' 00" HORIZ <br />22° 30' 00" HORIZ <br />12 <br />1312 <br />13 <br />25+00 <br />6 <br />1+20 <br />1+4010 11 <br />9 <br />EX 30" CS PVC (TO BE ABANDONED) <br />EX 12" SS FM HDPE <br />0 <br />5 <br />10 <br />15 <br />20 <br />0 <br />5 <br />10 <br />15 <br />20 <br />1+00 1+20 1+40 1+60EX 30" CSSTA. 1+23.55IE=6.67±36" SDSTA. 1+18.78IE=6.67±4" NGASSTA. 1+44.67IE=10.83±12" SSSTA. 1+36.99IE=6.3412" DI 1.31LF @ -0.06% <br />12" 45° BEND <br />12" 45° BEND <br />12" 90° BEND <br />12" DI 13.00LF @ -0.23% <br />12" DI 2.18LF @ -73.25% <br />EXISTING GROUND <br />9 <br />10 <br />11 <br />10 <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-2215.DWGPlot date 12/8/2025 10:59 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE PVC PER SECTION 33 05 31.11. TRENCH PER <br />DETAIL B/CD-2602 AND SECTION 31 23 00. <br />2 EDGES OF EXHIBITING APPROXIMATELY 8 CY <br />CONCRETE THRUST BLOCK POURED ON TOP OF <br />EXISTING 30" CS PIPE MAY IMPACT WORK ZONE. <br />CONTRACTOR SHALL CHIP THROUGH EDGES OF <br />THRUST BLOCK AS NEEDED. IMPACT TO THRUST <br />BLOCK SHALL BE MINIMIZED AND COORDINATED <br />WITH CITY'S REPRESENTATIVE. <br />3 WORK SHALL PROTECT THE OVERHEAD GRAND <br />AVENUE PARK BRIDGE (GAPB) AND ASSOCIATED <br />UTILITIES (NOT SHOWN ON PLAN). <br />4 CONNECT 12" INCOMING SEWER TO THE WEST TO <br />SSMH. REMOVE EXTENTS IN TRENCH AND PLUG <br />OUTGOING 12" SEWER PIPE TO THE EAST. PLUGS <br />SHALL BE CLASS B CONCRETE AND MINIMUM ONE- <br />DIAMETER IN LENGTH INTO REMAINING PIPE. ENCASE <br />END OF PIPE. <br />5 REMOVE AND PLUG 18" ABANDONED SEWER WITHIN <br />TRENCH LIMITS. PLUGS SHALL BE CLASS B CONCRETE <br />AND MINIMUM ONE- DIAMETER IN LENGTH INTO <br />REMAINING PIPE. ENCASE END OF PIPE. <br />6 CUT AND REMOVE APPROX 5' SECTION OF 30" PVC <br />TO ALLOW 12" SEWER TO BE ROUTED BETWEEN. 30" <br />SEWER TO REMAIN IN SERVICE OR BYPASSED FLOWS <br />UNTIL NEW 30" FRP SEWER IS AVAILABLE TO ACCEPT <br />FLOW. <br />7 SURFACE WATER TREATMENT UNIT WAS BACKFILLED <br />WITH CONTROLLED DENSITY FILL (CDF). REMOVE AS <br />NECESSARY TO COMPLETE THE WORK. <br />8 PROTECT EXISTING WATER LINE IN PLACE. BACKFILL <br />WITH CDF PER COE 3-20.1 IF EXPOSED. <br />9 REPLACE EX 12" 45° BEND WITH 12" ELBOW (RJ). <br />RELOCATE 12" DIP SS FM TO 3' COVER FOR APPROX. <br />15 LF. <br />10 INSTALL 2- 12" 45° BENDS (RJ). ADJUST TO MEET <br />EXISTING HORIZONTAL ALIGNMENT. <br />11 INSTALL 12" DI TO 12" DR17 HDPE ADAPTER. <br />CONNECT TO EXISTING 12" DR17 HDPE AT 7' COVER. <br />12 PROVIDE BYPASS PUMPING PER SECTION 33 01 30.50 <br />AS REQUIRED TO COMPLETE THE WORK. <br />13 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />SANITARY SEWER <br />WMVD - 12" SS <br />PLAN AND PROFILE - STA 22+40 TO 25+40 <br />C-2215 <br />51 <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 />PRELIMINARY <br />44572 <br /> MATCHLINE STA 22+46.09 SEE DRAWING C-2214GENERAL 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 />1 <br />C-2215 SCALE: <br />ENLARGED AREA <br />1" = 5'-0" <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