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-10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />-10 <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60STA. 28+11.86IE = -1.81EXISTING GROUND <br />AREA NOT SURVEYED, TOPOGRAPHY ASSUMED <br />4" NGASSTA. 27+35.04IE=UNKNOWN12" SDSTA. 27+41.49IE=10.27±8" SD CMPSTA. 27+55.30IE=UNKNOWN18" SS CONCSTA. 27+66.45IE=UNKNOWN8" SDSTA. 27+85.65IE=UNKNOWN16" W DIPSTA. 27+79.74IE=UNKNOWN4" SDSTA. 29+51.07IE=88.91±3" W CASSTA. 30+19.53IE=UNKNOWN4" NGASSTA. 30+37.26IE=UNKNOWN6" SS PVCSTA. 30+52.05IE=UNKNOWN12" SS CONCSTA. 30+55.33IE=UNKNOWN6" W CASSTA. 30+85.55IE=UNKNOWN6" SD CONCSTA. 30+85.69IE=95.75±EX 60" CASING <br />EX 30" SS DIP <br />WEST MARINE VIEW DRIVE <br />18" FM ( <br />S <br />LI <br />P- <br />LI <br />N <br />E <br />D) <br />4 <br />7 <br />8. <br />7 <br />2 <br />L <br />F <br />@ <br />2 <br />2. <br />1 <br />7 <br />% <br />BNSF ROW <br />PERMIT #25W-24310 <br />TRENCHLESS <br />INSTALLATION <br />18" FM (SLIP-LINED) 101.14LF @ 0.00% <br />1 <br />1 <br />240 <br />11374 <br />MIC <br />99.60 <br />11375 <br />0068660011010030400 <br />2000 GRAND AVE UNIT 101-304 <br />00950700000300 <br />1934 GRAND AVE UNIT A-C <br />00437442700101 <br />2001 GRAND AVE <br />20TH STREET <br />GRAND AVEWEST MARINE VIEW DRIVE27+0028+0029+0030+0031+00STA. 28+11.86 <br />N:364589.41, E:1302461.76 <br />Δ <br />18" FM (SLIP-LINED)18" FM <br />EX 12" SD <br />EX 8" SD CMP <br />EX 18" SS CONC <br />EX 16" W DIP <br />EX 8" SD <br />6" HP G ST <br />EX 12" SS FM <br />CO03 <br />BNSF ROW <br />PERMIT #25-24310 <br />0° 06' 04" 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-2212.DWGPlot date 12/8/2025 10:56 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE DR17 HDPE SLIP LINER PER SECTION 33 31 <br />20.23. SLIP LINE EXISTING 30" DIP INSIDE EXISTING <br />60" STEEL CASING. <br />SEWER FORCE MAIN <br />20TH STREET - 18" SS <br />PLAN AND PROFILE - STA 27+20 TO 31+60 <br />C-2212 <br />48 <br />B. O'NEILL <br />T. FRANKLIN <br />K. WEBER <br />PROFILE <br />SCALE: HORIZ: 1"=20' VERT:1"=10' <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 MATCHLINE 31+60SEE SHEET C-2213GENERAL 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 />1.METHOD OF INSTALLATION SLIPLINING. <br />2.ANGLE OF CROSSING: 80 DEGREES. <br />3.CASING PIPE: EXISTING 30" DUCTILE IRON PIPE. <br />4.CARRIER PIPE: 18" HDPE DR17 WITH FUSION <br />WELDED JOINTS. <br />5.ACTUAL WORKING PRESSURE OF UTILITY PIPE: 53 <br />PSI UNDER TYPICAL CONDITION. <br />BNSF PERMITTING NOTESMATCHLINE 27+20SEE SHEET C-221112/09/2025