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-15 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />-15 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 <br />24" SS 33.61LF @ 0.33%24" SSSTA. 1+86.38IE=3.83±HDPE FRP30"X24" TEESTA. 49+19.49STA. 1+66.14IE = -2.0748" SDSTA. 1+81.40IE=3.59±6" HPGSTA. 1+66.45IE=13.16±6" WSTA. 1+58.01IE=11.75±EXISTING GROUND <br />WO# UP3525 <br />(BY OTHERS) <br />24" SP (1/4"THK) W/ <br />W257B SETTELEMENT <br />JOINT <br />STA. 1+71.44IE = -1.4224" SS 5.30LF @ 12.32%IE=-2.18END WO UP3815-02EX 24" BLIND FLANGESTA. 49+15.508" PVCSTA. 1+18.87IE=9.5416" CSSTA. 1+07.99IE=9.61±TO CSVT 30-01 34125 <br />5 <br />6 290519002013002600 FEDERAL AVE7+002+00 2+16.47 <br />1+00 2+00STA. 1+32.53 <br />N:363684.33, E:1302208.21 <br />STA. 1+66.14 <br />N:363683.24, E:1302241.81 <br />Δ <br />STA. 1+76.32= <br />STA. 49+19.52 <br />N:363681.67, E:1302251.86 <br />WO UP 3525 (BY OTHERS) <br />24" SP (1/4" THK) W/ W257B <br />SETTLEMENT JOINT <br />30" CS7° 05' 47" HORIZ <br />24" SS <br />3 <br />1 2 <br />4 <br />CSVT 30-01 <br />6 <br />CO01 <br />CO20 <br />CO28 <br />-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 />4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 <br />48" <br />S <br />S <br /> <br />1 <br />5 <br />. <br />1 <br />0 <br />L <br />F <br />@ 1 <br />9 <br />. <br />8 <br />8 <br />%48" TEESTA. 5+27.14=STA. 46+96.37IE = 4.5516" CSSTA. 4+79.18IE=12.9648" SDSTA. 5+32.88IE=4.50±48" SS 10.10LF @ 0.18%STA. 46+96.37IE = 7.55EXISTING GROUND <br />WO# UP3525 <br />(BY OTHERS) <br />48" SP W/ <br />W257B SETTLEMENT <br />JOINT <br />IE=7.56END WO UP3815-02EX 48" BLIND FLANGESTA. 5+01.94SP FRP <br />3 3123PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL1+00 5+00STA. 5+27.14= <br />STA. 46+97.73 <br />N:363461.13, E:1302218.00 <br />WO UP3525 (BY OTHERS) <br />48" HDPE (IPS) DR17 AND <br />SETTLEMENT JOINT 30" SS48" SS <br />3 <br />SNOPUD TRANSMISSION <br />POLES AND ANCHORS <br />SEE GENERAL NOTE 2 <br />STA. 5+01.94 <br />N:363464.96, E:1302193.08 <br />1 2 <br />CO19 <br />CO01 <br />CO20 <br />CO28 <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-2351.DWGPlot date 12/8/2025 12:21 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />PGSF CONNECTION EXPANDED VIEWS-1 <br />C-2351 <br />63 <br />J. RIEGAL <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 />1 <br />C-2109 <br />ENLARGED PLAN AND PROFILE <br />SCALE: HORIZ: 1"=10' VERT: 1"=5' <br />2 <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 LOCATION OF <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.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 BLIND FLANGE AND CONNECT TO EX <br />PIPING. SUBMIT SHOP DRAWINGS FOR THE <br />CONNECTION TO THE EX PIPE, SETTLEMENT <br />COUPLING, AND TRANSITION FROM STEEL OR HDPE <br />TO FRP AS SPECIFIED. <br />3 PROVIDE SN72 PN50 FRP TEE, SHOP FABRICATED <br />FITTING, REDUCER, FLANGE, AND PIPE PER SECTION <br />33 05 36. ALL JOINTS TO BE RESTRAINED AS <br />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