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PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL101102 <br />106 <br />112 <br />500 <br />29051900201500 <br />UNKNOWN <br />29051900201300 <br />2600 FEDERAL AVE <br />EASEMENT AFN 201907310975 <br />XXXXXXXXXXXXXX36+0037+0038+0039+0040+00STA. 36+23.84 <br />N:363395.54, E:1302213.86 <br />Δ <br />STA. 39+26.00 <br />N:363694.33, E:1302258.91 <br />Δ <br />48" SD <br />48" SD <br />48" SD <br />20 <br />17 <br />18 <br />19 <br />21 <br />17 <br />18 <br />22° 35' 17" HORIZ <br />#14 #13 <br />HWA-19P-24 <br /> HWA-20P-24 <br /> <br />POTHOLE APS PH 19 <br />GROUND COMM EL=17.9 <br />TOP OF COMM PIPE=14.9 <br />EX 16" W DIP <br />EX 6" HPG <br />4 <br />7 <br />CO20 <br />CO01 <br />CO28 <br />SWVT-40-01 <br />WO UP3525 (BY OTHERS) <br />48" SP GROOVED END <br />CSVT-30-01 <br />EX 12" SS CONC7 <br />SNOPUD <br />TRANSMISSION POLES <br />AND ANCHORS SEE <br />GENERAL NOTE 2. <br />AREA 15 COMBINED <br />SEWER INFLUENT <br />G <br />CD-2609 <br />EX 12" SS CONC ABAND <br />EX 12" SS CONC ABAND 7 <br />7 <br />EX 32" SS PEP <br />IE = -56.0±EX 32" SS PEP <br />IE = -52.7± <br />CSVT 10-02 <br />WATER METER VAULT <br />SDMH 509, TYPE 3 <br />MODIFIED W/ <br />ENCASEMENT <br />STA. 36+35.79 <br />N:363407.35, E:1302215.70 <br />Δ <br />2° 22' 19" HORIZ <br />0° 18' 43" HORIZ <br />PORT OF EVERETT <br />NORTON TERMINAL <br />PGSF <br />WO# UP-3523 <br />LOWER NORTON AVE <br />1 <br />CD-2601 <br />STA. 40+17.97 <br />N:363783.56, E:1302236.61 <br />Δ <br />20 <br />END WO UP3815-02 <br />STA. 40+49.40 <br />N:363784.37, E:1302205.19 <br />Δ <br />11 <br />19 <br />1119 <br />0° 00' 00" HORIZ <br />STA. 40+09.25 ± <br />Δ 0° 00' 00" HORIZ <br />FRP TO SP FLG X <br />FLG CONNECTION <br />20 <br />74° 29' 34" HORIZ <br />19 <br />24 <br />23 <br />TCE AREA 3 <br />PE AREA 4 <br />CO19 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60 38+80 39+00 39+20 39+40 39+60 39+80 40+00 40+20 40+40 40+60 <br />48" SD 156.58LF @ 0.41% <br />48" SD 290.21LF @ 0.41%STA. 39+26.00IE = 3.53STA. 36+23.84IE = 4.77EXISTING GROUND <br />1.79'CLEAR12" SS CONCSTA. 38+67.20IE=7.01±12" SS CONCSTA. 39+47.62IE=6.70±6" HPGSTA. 39+66.92IE=UNKNOWNEND WO UP3815-02STA. 40+49.40IE = 3.03WO UP3525 <br />(BY OTHERS)48" SD 11.95LF @ 0.41%STA. 40+17.97IE = 3.16REMOVE END CAP AND <br />CONNECT TO EX 48" SDSDMH 50972" TYPE 3MODIFIED W/ENCASEMENTRIM=18.1848" SD 31.44LF <br />@ 0.41% <br />48" SD 91.97LF @ 0.41%30" CSSTA. 39+39.03IE=-1.00ACCESSWAYSTA. 36+35.79IE = 4.72STA. 36+35.79IE = 4.726" WSTA. 39+84.94IE=12.10±1CD-2601TRENCH PER <br />DETAIL A/CD-2602 <br />STA. 40+09.25±2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />1 741 <br />1 <br />1 <br />41 <br />419 <br />1119 <br />20 <br />722?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-2309.DWGPlot date 12/8/2025 11:01 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />STORM DRAINAGE <br />LOWER NORTON AVE - 48" SD <br />PLAN AND PROFILE - STA 35+40 TO 40+60 <br />C-2309 <br />55 <br />R. DAVIES <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 />PRELIMINARY <br />44572 <br /> MATCHLINE STA 35+40SEE DRAWING C-2308EX 12" SS CONC7 <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.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 />3.LIMITS OF REMAINING FOUNDATIONS ARE SHOWN <br />BASED ON BEST AVAILABLE RECORD INFORMATION. <br />EXISTING FOUNDATION DEMOLITION SHALL BE <br />PERFORMED AS REQUIRED TO COMPLETE THE <br />WORK. <br />4.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD2608. <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER <br />SECTION 33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />7 ABANDON EXISTING PIPE IN PLACE. REMOVE <br />INTERFERING PIPE AS REQUIRED TO COMPLETE THE <br />WORK. REMOVE EX MH IN THEIR ENTIRETY. <br />11 CONNECT TO PLANT PIPING. FIELD VERIFY LOCATION, <br />ELEVATION AND CONDITION OF CONNECTION <br />POINT. COORDINATE INSTALLATION AND SCHEDULE <br />WITH CITY. <br />19 PROVIDE 48" SETTLEMENT COUPLING VICTUALIC <br />W257B, SP AND FITTINGS TO CONNECT TO <br />ADJACENT FRP PER SECTION 40 05 07.13. CONFIRM <br />SP GROOVED END PIPE PROVIDED. <br />20 PROVIDE 48" SP SPOOL, BEND AND FLANGED JOINT <br />TO CONNECT TO ADJACENT FRP. LOCATION OF <br />FLANGED CONNECTION TO BE DETERMINED BY <br />CONTRACTOR BASED ON LAY LENGTH OF COUPLING <br />AND FITTINGS PROVIDED. <br />23 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 />24 MANHOLE TO BE SUPPORTED ON PILES PER S-4006 <br />AND SECTION 31 63 33. <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 />12/09/2025