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-15 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-15 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 <br />20" FM 310.92LF @ 0.10%8" SD CONCSTA. 25+86.98IE=11.00±EXISTING GROUND <br />CO01 <br />CO01 BEYOND6" P PVCSTA. 25+90.46TOP=13.7±CO03 <br />20" F <br />M <br /> <br />9 <br />1 <br />. <br />0 <br />3 <br />L <br />F <br /> <br />@ <br /> <br />7 <br />. <br />1 <br />8 <br />% <br />12" SS FM <br />20" FM 222.56LF @ 0.10%STA. 26+91.03IE = -1.8118" FM 1.50LF @ 1.33%STA. 26+95.53IE = -1.87STA. 26+97.03IE = -1.81LAUNCH PIT <br />TRENCHLESS <br />INSTALLATION <br />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 />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP)STA. 26+00.00IE = 4.7218" FM (SLIP-LINED) 101.14LF @ 0.00% <br />18" FM 13.69LF @ 0.00% <br />EX 30" SS DIP <br />STA. 23+77.44IE = 4.94(2) ISOLATION VALVES(1) 20"X12" TEE20" FM 1.83LF @ 1.33% <br />20" FM REDUCER 2.67LF @ 1.33%1 <br />1 <br />1 <br />4 <br />4 <br />7 44 <br />1 <br />8PLPLPLPLPLPLPLP215 <br />226 <br />50271 <br />MIC <br />24.82 <br />29051900203400 <br />UNKNOWN <br />29051900201900 <br />UNKNOWN <br />29051900200300 <br />1900 W MARINE VI <br />E <br />W <br /> <br />D <br />R <br />24+0025+0026+0027+00 <br />2 <br />WEST MARINE VIEW DRIVE <br />3 <br />EX 12" FM DIPEX 16" W DIP <br />EX 12" SD CONC <br />EX 6" P PVC <br />EX 30" SS DIP <br />LOWER NORTON AVE <br />CO03 <br />CO01 (BELOW) <br />CO02 <br />CO03 <br />CO01 <br />CO02 <br />B <br />CD-2610 <br />POTHOLE APS PH 22 <br />GROUND 6" POWER EL=15.0 <br />TOP OF 6" POWER=13.7 <br />29202516171819212223242627281514 <br />5 <br />4 <br />PUGET SOUND <br />NAVAL COMPLEX <br />7 <br />STA. 23+77.44, 0.00' <br />N:364284.79, E:1302282.08 <br />STA. 23+76.16, 14.41' LT <br />N:364285.75, E:1302267.64 <br />STA. 26+91.03 <br />N:364592.34, E:1302340.96 <br />Δ <br />STA. 26+95.53 <br />N:364592.23, E:1302345.46 <br />Δ 0° 00' 00" HORIZSTA. 26+00.00 <br />N:364504.69, E:1302316.38 <br />Δ <br />4 <br />20" FM <br />1 <br />C-2065 <br />FM FM8 <br />6 <br />6 <br />6° 48' 10" HORIZ 75° 43' 15" HORIZ <br />9 <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-2211.DWGPlot date 12/8/2025 11:57 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 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 />3 SLIP LINE ACCESS PIT. APPROX 30 FT X 10 FT. <br />DEWATER AND REMOVE DEBRIS FROM EXISTING 30" <br />DIP PRIOR TO SLIP LINING. SLIP LINE 18" SS INTO <br />EXISTING 30" DIP PER SECTION 33 31 20.23. FILL <br />ANNULAR SPACE OF 30" DIP WITH GROUT. <br />4 PROVIDE SHOP FABRICATED FITTING PER SECTION 33 <br />05 33.23. <br />5 PROVIDE 20" X 20" X 12" TEE FOR NAVY CONNECTION. <br />PROVIDE WYE, BEND AND PIPING. PROVIDE 20" PLUG <br />VALVES UPSTREAM AND DOWNSTREAM OF WYE WITH <br />ANCHOR SUPPORT. <br />6 PROVIDE 12" PLUG VALVE WITH ANCHOR SUPPORT. <br />7 PROVIDE 8" FORCE MAIN CLEANOUT. PROVIDE 20" X <br />8" TEE AND 8" RISER. FURNISH AND INSTALL ADAPTER <br />AND 8" GATE VALVE W/ NUT ORIENTED TO OPERATE <br />FROM GRADE WITH AN 8" CAM AND GROOVE <br />ADAPTER X MIPT WITH LOCKING DUST CAP. <br />8 PROVIDE 48” TYPE 1 MANHOLE PER COE STD DETAIL <br />605. PROVIDE BOLTED, H20 TRAFFIC RATED COVER <br />SUITABLE FOR HEAVY TRAFFIC. <br />9 EXCAVATE, CUT AND PLUG ABANDONED END OF 30" <br />DIP. PLUGS SHALL BE CLASS B CONCRETE AND <br />MINIMUM ONE- DIAMETER IN LENGTH INTO <br />REMAINING PIPE. ENCASE END OF PIPE. <br />SEWER FORCE MAIN <br />LOWER NORTON AVE - 20" SS <br />PLAN AND PROFILE - STA 23+20 TO 27+20 <br />C-2211 <br />47 <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 /> <br />GENERAL 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.MATCHLINE STA 23+20 SEE DRAWING C-221010 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 />MATCHLINE STA 27 <br />+ <br />2 <br />0 <br /> SEE DRAWING C <br />- <br />2 <br />2 <br />1 <br />2 <br />12/09/2025