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5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+6012" SDSTA. 22+48.67IE=32.57±12" HPGSTA. 23+04.21IE=UNKNOWN20" W DIPSTA. 23+21.60IE=UNKNOWN6" HPGSTA. 23+61.41IE=UNKNOWN48" SD 26.01LF <br />@ 3.34% <br />EXISTING GROUND30" W SP ABANDSTA. 22+56.09TOP=33.2±STA. 22+24.89IE = 25.66BEGIN WO UP3815-02STA. 21+73.88IE = 27.363/4" W PEPSTA. 23+07.04IE=UNKNOWN48" SD 25.00LF <br />@ 3.34%4CD-26012.01'CLEAR2.36'CLEARWO UP3815-01 <br />(BY OTHERS)ACCESSWAYSTA. 21+98.88IE = 26.5348" SD 221.44LF @ 1.61% <br />48" SD 132.46LF @ 1.51% <br />48" SD 84.94 <br />L <br />F <br /> <br />@ <br /> <br />3 <br />. <br />6 <br />4 <br />% <br />TRENCH PER DETAIL D/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />10" SS CLAYTO BE ABANDSTA. 22+54.49IE=20.13±ACCESSWAYSTA. 23+19.41IE = 22.42SDMH 50572" TYPE 3 MODIFIEDRIM=36.5848" SD 9.58LF @ 1.51%STA. 23+09.83IE = 22.57STA. 24+51.87IE = 20.42UG POWERSTA. 22+10.05IE=33.00TRENCH PER COE <br />DETAIL 614 WITH CLSM <br />PER SECTION 31 23 001CD-26011CD-260118" SDSTA. 23+08.04IE=23.85±48"X18" TEESTA. 22+96.3618" IE=24.31SDMH 50472" TYPE 3 MODIFIEDRIM=39.011 <br />1 <br />1 <br />1 <br />1 <br />4441 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <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 00437455701600 <br />00437455701301 <br />UNKNOWN <br />WEST MARINE VIEW DRIVE <br />30' BNSF OFFSET <br />67 <br />8 <br />LOWER NORTON AVENUE (EAST) <br />18" SD <br />22+0023+0024+0025+0026+00OVERPASS WALKWAY <br />STA. 22+24.89 <br />N:362176.46, E:1302281.54 <br />Δ <br />STA. 24+51.87 <br />N:362389.41, E:1302260.30 <br />Δ <br />BEGIN WO UP3815-02 <br />STA. 21+73.88 <br />N:362125.49, E:1302279.56 <br />Δ <br />40 <br />38 <br />39 <br />41 <br />42 <br />43 <br />44 <br />39 <br />39 <br />39 <br />36 <br />37 303527282931323334EX 16" W DIPEX 6" HPG <br />EX 24" SS SP <br />EX 30" W SP <br />EX 12" HPG <br />EX 1" W CP <br />EX 3/4" W PE <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 W <br />A <br />L <br />K <br />W <br />A <br />Y ELEVATED WALKWAY10.00'4.50'5.50'4 <br />CD-2601 <br />12 <br />33° 20' 05" HORIZ <br />EX 10" SS CLAY <br />EX 8" <br />SS DIP <br />C <br />CD-2609 <br />1 <br />CD-2601 <br />48" SD <br />48" S <br />D <br />4 <br />5 14 <br />CO28 <br />CO20 <br />CO19 <br />B <br />CD-2609 <br />A <br />CD-2609 <br />10" SS <br />25TH STREETSDMH 504, TYPE 3 MODIFIED <br />STA. 21+98.88 <br />N:362150.47, E:1302280.53 <br />Δ 0° 00' 00" HORIZ <br />48" SD <br />EX 20" W DIP <br />EX 18" SD CONC <br />EX 24" W <br />SP ABAND <br />EX 30" W SP ABAND <br />STA. 23+09.83 <br />N:362249.18, E:1302237.66 <br />Δ 40° 16' 34" HORIZ <br />EX 42" SS SP <br />EX 8" SD PVC <br />EX 18" SD CONC <br />10 10 <br />ENLARGEMENT <br />PLAN <br />A <br />C-2350 <br />15 <br />0° 00' 00" HORIZ <br />WO UP3815-01 <br />(BY OTHERS) <br />10 <br />4 <br />SDMH 505, TYPE 3 MODIFIED <br />STA. 23+19.41 <br />N:362258.64, E:1302239.19 <br />Δ 0° 00' 00" HORIZ <br />6° 39' 56" HORIZ <br />7 <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-2306.DWGPlot date 12/8/2025 12:48 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />STORM DRAINAGE <br />WMVD - 48" SD <br />PLAN AND PROFILE - STA 21+60 TO 26+60 <br />C-2306 <br />52 <br />R. DAVIES <br />T. FRANKLIN <br />K. WEBER <br />PLAN <br />SCALE: 1"=20' <br />PROFILE <br />SCALE: HORIZ: 1"=20' VERT:1"=5'MATCHLINE STA 26+60 SEE DRAWING C-2307Designed <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 />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 />4 PROVIDE SHOP FABRICATED FRP FITTING PER <br />SECTION 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 AS REQUIRED TO COMPLETE THE <br />WORK. REMOVE EX MH IN THEIR ENTIRETY. <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 />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />15 RELOCATE EX WATER LINE. MAINTAIN SERVICE <br />DURING CONSTRUCTION. <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