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60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00TRANSITION STRUCTURERIM=116.86IE IN = 105.90 (W)IE IN = 106.90 (W)IE OUT = 105.85 (E)36" SS 58.28LF @ 2.64% <br />36" SS (CIPP LINED) <br />EXISTING GROUNDSSMH 30160" TYPE 3RIM=118.68IE IN = 104.31 (W)IE OUT = 104.11 (E)EX 60" CASING <br />EX 30" SS DIP <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 />ACCESS PITEX TRANSITION STRUCTUREEX 30" IE IN = 104.32EX 12" IE IN = 105.37EX 36 IE OUT = 104.37RIM=116.5718" FM 8.18LF @ 19.38% <br />12" SS 8.19LF @ 18.88%12" IE=105.35STA. 32+90.55TOC <br />ELEV = 104.85 <br />18" IE=104.32STA. 32+90.5818" IE=105.90STA. 32+98.7612" IE=106.90STA. 32+98.74TRENCH PER <br />COE DETAIL 614 <br />TRENCHLESS <br />INSTALLATION <br />7 <br />5 <br />1 <br />1 6 <br />8 <br />206 <br />207 <br />208 <br />00822700010100 -30300 <br />1931 GRAND AVE <br />00437042600101 <br />1410 20TH ST <br />00437437601700 <br />1932 RUCKER AVE <br />00437037701500 <br />1931 RUCKER AVE <br />00437442701701 <br />2002 RUCKER AVE <br />00437042600102 <br />2001 RUCKER AVE00437442700101 <br />2001 GRAND AVE 00437442700102 <br />1310 20TH ST <br />00437037701701 <br />1411 20TH ST <br />00437042603101 <br />1412 20TH ST <br />FMFM32+0033+0034+0035+0036+0018" FM (SLIP-LINED)36" SS <br />20TH STREETRUCKER AVENUESSMH 301, TYPE 3 <br />STA. 33+64.01 <br />N:364576.72, E:1303013.76 <br />TEMPORARY BYPASS1 <br />CD-2605 <br />2 <br />CO03 <br />EX 12" SS DIP FM <br />6 <br />3 <br />607 <br />G <br />CD-2610 <br />TRANSITION STRUCTURE <br />STA. 33+05.54 <br />N:364572.22, E:1302947.38 <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-2213.DWGPlot date 12/8/2025 10:57 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 />2 SLIP LINE ACCESS PIT. APPROX 60 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 />3 BYPASS 12" SEWER. COORDINATE SEWER <br />CONNECTION TO OCCUR DURING COORDINATED <br />SHUT-DOWN. SEE SECTION 33 01 30.50. <br />5 PROVIDE DIP PIPE PER SECTION 33 05 31 AT EXISTING <br />SLOPE TO MEET INVERT AT NEW WALL. CONNECT 12" <br />DIP AT 45 DEGREE JOINT TO MAINTAIN HORIZONTAL <br />ALIGNMENT. <br />6 PROVIDE SN46 PN25 FRP PIPE PER SECTION 33 05 36. <br />TRENCH PER COE DETAIL 614 AND SECTION 31 23 00. <br />7 DEMOLISH EXISTING STRUCTURE, SEE DRAWING <br />CD-2604. <br />8 DEMOLISH EXISTING 36" CIPP LINED RCP AS <br />REQUIRED TO COMPLETE THE WORK. DEMOLISH RCP <br />PIPE AND CIPP LINER PER SECTION 02 41 00. <br />SEWER FORCE MAIN <br />20TH STREET - 18" SS <br />PLAN AND PROFILE - STA 31+60 TO 36+00 <br />C-2213 <br />49 <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 <br />  MATCHLINE 31+60SEE SHEET C-2212GENERAL 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 />3.SHORT TERM CLOSURE OF RUCKER AVE IS <br />ALLOWABLE DURING HDPE PULL-THROUGH TO <br />LIMIT NUMBER OF PIPE FUSIONS. <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 NOTES <br />12/09/2025