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10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <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+00 36+20 36+40 36+606" HPGSTA. 34+14.11IE=UNKNOWN12" HPGSTA. 32+93.08IE=UNKNOWN12" SDSTA. 32+47.19IE=33.09±24" W SP ABANDSTA. 32+99.16TOP=29.8±20" W DIPSTA. 33+26.26IE=UNKNOWN48" SS 25.00LF <br />@ 1.07% <br />EXISTING GROUND1" W CPSTA. 31+87.10TOP=36.0±3/4" W PEPSTA. 32+99.84IE=UNKNOWN2CD-260148" SS 37.96LF <br />@ 1.07%SSMH 00872" TYPE 3 MODIFIEDRIM=38.76WO UP3815-01 <br />(BY OTHERS)UG POWERSTA. 32+14.37IE=UNKNOWN1CD-2601BEGIN WO UP3815-02STA. 31+81.02IE = 26.06ACCESSWAYSTA. 32+06.02IE = 25.7948" SS 6.50LF @ 1.68% <br />48" SS 273.02LF @ 1.68% <br />48" SS 68.70 <br />L <br />F <br /> <br />@ <br /> <br />3 <br />. <br />8 <br />4 <br />%IE=22.75STA. 33+12.68IE=25.39STA. 32+43.9848" SS 138LF @ 1.68%ACCESSWAYSTA. 33+19.18±IE = 22.64SSMH 009A72" TYPE 3 MODIFIEDRIM=36.551CD-260110" SS CLAYTO BE ABANDSTA. 32+59.26IE=19.32±IE=20.33STA. 34+56.71TRENCH PER DETAIL F/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 TRENCH PER DETAIL D/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />51 <br />2 <br />2 <br />2 442 <br />42 1810PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />230 247 <br />50278 <br />MIC <br />38.39 <br />50279 <br />MIC <br />37.38 <br />50280 <br />MIC <br />36.06 <br />00516055600000 <br />UNKNOWN <br />00437455800100 <br />2501 W MARINE VIEW DR <br />00437455601300 <br />UNKNOWN00437455902700UNKNOWN 00437455700900 <br />UNKNOWN <br />00437455701302 <br />UNKNOWN <br />00437455701200 <br />UNKNOWN <br />00437455701301 <br />UNKNOWN <br />30' BNSF OFFSET <br />6 <br />7 <br />WEST MARINE VIEW DRIVE <br />LOWER NORTON AVE (EAST)25TH ST8 <br />40 <br />38 <br />39 <br />41 <br />42 <br />43 <br />39 <br />35 <br />33 <br />3436 <br />30 2728293132 <br />3 <br />6 <br />3 <br />7 <br />38 <br />37 <br />36 <br />18" SD <br />32+0033 <br />+ <br />00 <br />34+0035+0036+00STA. 33+12.68 <br />N:362247.80, E:1302229.74 <br />Δ <br />STA. 34+56.71 <br />N:362389.64, E:1302254.80 <br />Δ <br />48" SS <br />41° 07' 43" HORIZ <br />EX 16" W DIPEX 6" HPG <br />EX 24" SS SP <br />EX 20" W DIP <br />EX 18" SD CONC <br />EX 24" W SP ABAND <br />EX 30" W SP ABAND <br />EX 30" W SP <br />EX 8" SS DIP <br />EX 12" SD <br />EX 12" HPG <br />EX 1" W CP <br />EX 3/4" W PEP <br />#8 <br />POTHOLE APS PH 12 <br />GROUND 1" WATER EL=38.7 <br />TOP OF 1" WATER PIPE=36.0 <br />POTHOLE APS PH 14 <br />GROUND WATER EL=36.5 <br />TOP OF WATER PIPE=29.8 <br />ELEVATED <br />WALKWAY <br />ELEVATED WALKWAY <br />ELEVATED WALKWAY <br />4 10.00'4.50'5.50'SSMH 008, TYPE 3 MODIFIED <br />STA. 32+06.02 <br />N:362151.05, E:1302263.90 <br />Δ <br />48" SS <br />12 7.40 <br />'7.09 <br />' <br />EX 10" SS CLAY10 <br />5 14 <br />CO19 <br />CO20 <br />CO28 <br />2 <br />CD-2601 <br />1 <br />CD-2601 <br />WO UP3815-01 <br />(BY OTHERS) <br />B <br />CD-2609 <br />POTHOLE APS PH 13 <br />GROUND WATER EL=38.1 <br />TOP OF WATER PIPE=33.2 <br />STA. 32+43.98 <br />N:362188.98, E:1302265.23 <br />Δ <br />4 <br />A <br />CD-2609 <br />EX 42" SS SP <br />15 <br />BEGIN WO UP3815-02 <br />STA. 31+81.02 <br />N:362126.06, E:1302263.02 <br />Δ 0° 00' 00" HORIZ <br />0° 00' 00" HORIZ <br />33° 06' 38" HORIZ 10 <br />8° 13' 12" HORIZ <br />EX 10" SS107 <br />10 <br />4 <br />SSMH 009A, TYPE 3 MODIFIED <br />STA. 33+19.18 <br />N:362254.20, E:1302230.87 <br />Δ 0° 00' 00" HORIZ <br />C <br />CD-2609 <br />ELEVATED W <br />A <br />L <br />K <br />W <br />A <br />Y <br />12 <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-2106.DWGPlot date 12/8/2025 11:23 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />WMVD - 48" SS <br />PLAN AND PROFILE - STA 31+60 TO 36+60 <br />C-2106 <br />32 <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"MATCHLINE STA 36+60SEE DRAWING C-2107Designed <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 />PRELIMINARY44572 <br /> <br />GENERAL NOTES <br />KEY NOTES <br />2 PROVIDE SN46 PN25 FRP PIPE PER SECTION 33 05 36. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />5 PROVIDE NOTIFICATION, EXCAVATION AND STANDBY <br />PER UTILITY OWNER REQUIREMENTS. <br />6 REMOVE EXISTING STORM DRAINAGE MH. <br />7 ABANDON EXISTING PIPE IN PLACE. REMOVE <br />INTERFERING PIPE OR STRUCTURES AS REQUIRED TO <br />COMPLETE THE WORK. PRESSURE GROUT PIPE CUT <br />PER 02 41 00 AND CAP PIPE WITH CONCRETE PLUGS. <br />PLUGS SHALL BE CLASS B CONCRETE, MINIMUM <br />ONE-DIAMETER IN LENGTH INTO THE PIPE. <br />8 EXISTING 31" TELECOM CABLE TRENCH TO BE <br />PROTECTED IN PLACE. <br />10 PROVIDE BYPASS PUMPING PER SECTION 33 01 30.50 <br />AS REQUIRED TO COMPLETE THE WORK. <br />12 DEMOLISH EX 30" CML STEEL PIPE AS REQUIRED TO <br />COMPLETE THE WORK. <br />13 REMOVE AND REPLACE EX STRUCTURE. <br />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE DURING <br />CONSTRUCTION. <br />18 PROVIDE UTILITY SUPPORT DETAIL 1/CD-2608. <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 OWNERS. <br />3.LIMITS OF STEEL PILES AND REINFORCED CONCRETE <br />FOUNDATIONS ARE SHOWN BASED ON BEST <br />AVAILABLE RECORD INFORMATION. EXISTING <br />FOUNDATION DEMOLITION SHALL BE PERFORMED <br />AS REQUIRED TO COMPLETE THE WORK. <br />4. PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD-2608. <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