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ELEVELEV-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 <br />WO# UP3525 <br />(BY OTHERS) <br />EXISTING GROUND <br />24" SSSTA. 1+69.38IE=3.506" WSTA. 1+63.69IE=UNKNOWN6" HPGSTA. 1+70.62IE=UNKNOWN12" SS CONCSTA. 1+73.98IE=6.53±16" SS 11.69LF @ 102.12%48" SDSTA. 1+61.38IE=3.2716" SS 26.01LF @ 0.00%30"X16" TEESTA. 49+99.10STA. 1+77.39=IE = -0.87STA. 1+65.70IE = 11.66STA. 50+00.58IE = 11.66IE=11.66END WO UP3815-02EX 16" BLIND FLANGESTA. 1+22.651.01'CLEARSP HDPE <br />16" SS 17.04LF @ 0.00% <br />3 <br />5 555 <br />4 <br />215 <br />6 <br />106 <br />500 <br />3+00 <br />STA. 1+22.65 <br />N:363752.81, E:1302205.02WO UP3525 <br />CSVT-10-01 <br />(BY OTHERS)30" CS1+771+00STA. 1+77.39= <br />STA. 50+04.69 <br />N:363760.12, E:1302258.96 <br />16" SS <br />16" SS <br />STA. 1+39.69 <br />N:363752.43, E:1302222.06 <br />Δ 13° 03' 10" HORIZ <br />21 <br />5 <br />6 <br />CO20 <br />CO28 <br />CO01 <br />TO OFFSITE LS3 <br />16" STEEL <br />16" STEEL <br />16" SETTLEMENT COUPLING <br />VICTAULIC W257, PIPE, AND FITTINGS <br />BY OTHERS <br />SP BY OTHERS HPDE <br />1 <br />16" DIP <br />FROM LS46 <br />5 <br />CSVT-10-01 VAULT AND <br />PIPING BY OTHERS <br />2 <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-2352.DWGPlot date 12/8/2025 12:22 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />PGSF CONNECTION EXPANDED VIEWS-2 <br />C-2352 <br />64 <br />J. RIEGEL <br />B. HAWES <br />J. RIEGEL <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 /> <br />ENLARGED PLAN AND PROFILE <br />SCALE: HORIZ: 1"=10' VERT: 1"=5' <br />3 <br />C-2109 <br />CSVT-10-01 VAULT CONNECTION <br />SCALE: 1"=2' <br />4 <br />C-2109 <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 EXACT LOCATION OF ANY <br />AND ALL UNDERGROUND UTILITIES BEFORE <br />BEGINNING WORK. THE CONTRACTOR SHALL BE <br />FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />ARISING OUT OF THEIR FAILURE TO EXACTLY LOCATE <br />AND PROTECT ALL EXISTING UTILITY FACILITIES. <br />2.WORK AROUND POWER AND GAS UTILITIES MUST <br />BE PERFORMED IN ACCORDANCE WITH PSE AND <br />SNOPUD REQUIREMENTS. COORDINATE <br />CONSTRUCTION ACTIVITIES AND SCHEDULE WITH <br />UTILITY OWNER'S. SEE SECTION 02 01 10 AND <br />SECTION 02 01 20. <br />1 CONNECT TO PLANT PIPING, FIELD VERIFY LOCATION, <br />ELEVATION AND CONDITION OF CONNECTION POINT <br />AND LOCATION OF TEE REQUIRED. COORDINATE <br />INSTALLATION AND SCHEDULE WITH CITY. <br />2 REMOVE END CAP AND CONNECT TO EX PIPING. <br />SUBMIT SHOP DRAWINGS FOR THE CONNECTION TO <br />THE EX PIPE, SETTLEMENT COUPLING, AND <br />TRANSITION FROM STEEL TO HDPE. <br />3 PROVIDE SN72 PN50 FRP TEE, REDUCER, AND PIPE <br />PER SECTION 33 05 36. ALL JOINTS TO BE <br />RESTRAINED AS SPECIFIED. <br />4 PROVIDE BURIED FLG/FLG CONNECTION AND <br />MATERIAL TRANSITION HDPE TO FRP. <br />5 PROVIDE IPS DR17 HDPE PIPE AND FITTINGS PER <br />SECTION 33 05 33.23. <br />6 SHEET PILE WALL BY WO# UP3525. LOCATE EXISTING <br />SHEET PILE WALL (APPROXIMATE LOCATION <br />SHOWN) REMOVE PORTIONS OF THE SHEET PILE <br />WALL AS REQUIRED TO CONNECT TO PGSF PIPE. <br />10 402020FEET0 <br />Know what's below. <br />before you dig.Call <br />R <br />2.5 1055FEET0 <br />12/09/2025