Laserfiche WebLink
15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />10+0010+2010+4010+6010+8011+00 <br />EXISTING GROUND <br />3.00'CLEARDMH1995Q03RIM=37.62IE IN = 24.90 (N)IE IN = 33.15 (S)IE OUT = 24.90 (W)EX SD @ ~5 <br />. <br />0 <br />%PRETREATMENT UNIT 2ARIM=37.42±IE IN = 24.40 (E)IE OUT = 24.40 (W)24" SSSTA. 10+67.92IE=19.2620" W DIPSTA. 10+27.87IE=UNKNOWN10" SS CLAY TO BE ABANDSTA. 10+40.32IE=21.18±48" SSSTA. 10+84.15IE=23.3848"X18" TEESTA. 22+96.36IE=23.0618" SD 15.63LF <br />@ 0.50% <br />18" SD 3.50LF <br />@ 0.50%STA. 10+41.94IE = 24.4218" SD 3.50LF <br />@ 0.50%STA. 10+61.02IE = 24.3918" COUPLING18" SDSTA. 10+76.65IE = 24.31EX 18" SD @ ~-1.6% <br />50279 <br />MIC <br />37.38 <br />50280 <br />MIC <br />36.06 <br />00437455601300 <br />UNKNOWN <br />00437455700900 <br />UNKNOWN <br />10+00 <br />N:362241.59 <br />E:1302260.81 <br />N:362248.98 <br />E:1302274.25 <br />EX 20" W DIP <br />EX 18" SD CONC <br />EX 24" W SP ABAND <br />EX 30" W SP ABAND <br />EX 42" SS SP <br />EX 8" SD CP <br />WEST <br />M <br />A <br />R <br />I <br />N <br />E <br /> <br />V <br />I <br />E <br />W <br /> <br />D <br />R <br />I <br />V <br />E <br />25TH STLOWE <br />R <br /> <br />N <br />O <br />R <br />T <br />O <br />N <br /> <br />A <br />V <br />E <br />SEE STORM PROFILE 100A <br />EX 18" SD CONC <br />2 <br />1 <br />- <br />OVERPASS <br />WALKWAY <br />N:362244.99 <br />E:1302274.06 <br />N:362245.59 <br />E:1302260.99 <br />4 <br />STA. 10+41.94 <br />N:362244.85, E:1302277.06 <br />Δ <br />STA. 10+61.02 <br />N:362245.73, E:1302258.00 <br />Δ <br />1° 31' 12" HORIZ <br />33° 45' 00" HORIZ <br />1 <br />EX 18" SD CONC2 <br />EX 18" CS PVC23 <br />DMH1995Q01 5 <br />48" SD CO20 <br />SEE C-2306 <br />STA. EQU <br />= STA. <br />DMH1995Q03 <br />10+76.65 <br />23+0 <br />0 <br />22+96.36 <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-2350.DWGPlot date 12/8/2025 9:40 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />STORM DRAINAGE <br />WMVD - EXPANDED VIEW AND STORM <br />DRAIN PROFILES <br />C-2350 <br />62 <br />J. FU <br />T. FRANKLIN <br />R. DAVIES <br />STORM PROFILE 100A <br />SCALE: HORIZ: 1"=10' VERT:1"=2' <br />1 <br />- <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 /> <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 EXACT LOCATION OF ANY AND <br />ALL UNDERGROUND UTILITIES BEFORE BEGINNING <br />WORK. THE CONTRACTOR SHALL BE FULLY <br />RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING <br />OUT OF THEIR FAILURE TO EXACTLY LOCATE AND <br />PROTECT ALL EXISTING UTILITY FACILITIES. <br />2.WORK AROUND POWER AND GAS UTILITIES MUST BE <br />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 WORK. <br />1 712-SA OIL/WATER SEPARATOR, SEE SPECIFICATION <br />33 05 13. <br />2 DEMOLISH PIPE WITHIN EXTENTS OF EXCAVATION. <br />3 ABANDON PIPE IN PLACE. <br />4 CONNECT TO 18"X48" TEE PROVIDED ON CO20. <br />5 DEMOLISH EX SDMH. <br />ENLARGEMENT PLAN <br />SCALE: 1"=10' <br />1 <br />C-2306 <br />5 201010FEET0 <br />Know what's below. <br />before you dig.Call <br />R <br />2.5 1055FEET0 <br />PRELIMINARY44572 <br />12/09/2025