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-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 />30+40 30+60 30+80 31+00 31+20 31+40 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 <br />48" SD 379.47LF @ 0.41%STA. 30+87.79IE = 6.9748" SD 163.13LF @ 0.48%12" WSTA. 34+04.94IE=UNKNOWN6" HPGSTA. 34+52.94IE=UNKNOWN16" W DIPSTA. 34+56.18TOP=16.3±48" SD 156.58LF @ 0.41%STA. 34+67.26IE = 5.42EXISTING GROUND <br />10" W CISTA. 33+68.58IE=UNKNOWNSTA. 34+35.48TYPICAL ASPHALT <br />PAVEMENT PER <br />DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />STA. 34+42±TRENCH PER <br />DETAIL A/CD-2602 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />1 1 <br />1 <br />3 <br />44PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL405 <br />406 <br />29051900201000 <br />UNKNOWN <br />29051900200900 <br />UNKNOWN 29051900201100 UNKNOWNEASEMENT AFN 201907310975 XXXXXXXXXXXXXXXX31+0032+0033+0034+0035+00STA. 30+87.79 <br />N:362867.25, E:1302123.54 <br />Δ <br />STA. 34+67.26 <br />N:363241.97, E:1302183.33 <br />Δ <br />48" SD 48" SD <br />48" SD21 <br />20 20 <br />21 <br />22 <br />1 <br />9 <br />POTHOLE APS PH 18 <br />GROUND 16" WATER EL=19.1 <br />TOP OF 16" WATER PIPE=16.3 <br />EX 16" W DIP <br />EX 10" W CI <br />EX 12" W <br />EX 12" SS CONC <br />2° 12' 01" HORIZ <br />2° 10' 51" HORIZ <br />F <br />CD-2609 <br />CO28 <br />CO20 <br />CO19 <br />EX 32" SS PEP <br />IE=-58.4± <br />7 <br />TYPICAL ASPHALT PAVEMENT <br />PER DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ MULTI LAYER <br />GEOGRID PER DETAIL 2/CX-2011 <br />STA. 34+42±4 <br />4 <br />3 <br />PORT OF EVERETT <br />NORTON TERMINAL <br />TCE AREA 2 <br />TCE AREA 3 <br />PE AREA 4 <br />LOWER NORTON AVENUE <br />BUILDING OR STRUCTURE FOUNDED ON <br />STEEL H-PILES. <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-2308.DWGPlot date 12/8/2025 11:00 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 30+40 TO 35+40 <br />C-2308 <br />54 <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 />PRELIMINARY44572 <br /> MATCHLINE STA 30+40SEE DRAWING C-2307MATCHLINE STA 35+40SEE DRAWING C-2309GENERAL NOTES <br />KEY NOTES <br />LEGEND <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 />3 DEMOLISH STEEL PILES AND REINFORCED CONCRETE <br />FOUNDATION AS REQUIRED TO COMPLETE THE <br />WORK. SEE SHEETS CX-2021 AND CX-2022. <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 />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