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-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-10 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />34+40 34+60 34+80 35+00 35+20 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 <br />48" SD 207.56LF @ 0.10%48" SD 200.04LF @ 0.10%3" WATR DIPABANDSTA. 39+34.16IE=UNKNOWN1" NGAS ABANDSTA. 39+25.05IE=UNKNOWN8" SSSTA. 39+17.18IE=8.67±8" SD CONCSTA. 38+19.80IE=9.80±12" W DIPSTA. 37+95.35IE=UNKNOWN3" NGASSTA. 34+57.95IE=12.50±EXISTING GROUND <br />STA. 36+24.48IE = 2.17STA. 38+32.04IE = 1.963/4" W ABANDSTA. 35+92.08IE=UNKNOWNPOWER DUCT BANKSTA. 37+57.73TOP=15.3±48" SD 195.31LF @ 0.10%2.68'CLEARTRENCH PER DETAIL C/CD-2602 <br />AND SECTION 31 23 00 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />1 1 1 <br />44217 <br />223 <br />29051800301200 <br />W MARINE VIEW DR <br />29051800301100 <br />UNKNOWN <br />35+0036+0037+0038+0039+00STA. 38+32.04 <br />N:365602.26, E:1302412.57 <br />Δ <br />STA. 36+24.48 <br />N:365394.76, E:1302407.91 <br />Δ <br />WEST MARINE VIEW DRIVE <br />48" SD 48" SD18TH ST2° 50' 10" HORIZ <br />#3 POTHOLE APS PH 24 <br />GROUND POWER EL=15.9 <br />TOP OF POWER=15.3 <br />BOTTOM OF POWER=13.3 <br />EX 3" W DIP <br />ABAND <br />EX 8" SS <br />EX 1" NGAS ABAND <br />EX 8" SD CONC <br />EX 12" W DIP <br />EX 48" WIDE CDF DUCT BANK <br />PROTECT IN PLACE <br />EX 3/4" W <br />ABAND <br />3° 22' 50" HORIZ <br />CO01 <br />CO02 <br />D <br />CD-2610 <br />4 <br />4 <br />PUGET SOUND <br />NAVAL COMPLEX <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-2313.DWGPlot date 12/8/2025 11:04 AM 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 34+40 TO 39+40 <br />C-2313 <br />59 <br />B. O'NEILL <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 />PRELIMINARY44572 <br /> MATCHLINE STA 34+40 SEE DRAWING C-2312MATCHLINE STA 39+40 SEE DRAWING C-2314GENERAL 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 OWNERS. <br />3.SEE GENERAL NOTES FOR ADDITIONAL <br />INFORMATION. <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 SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <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