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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />26+6026+8027+0027+2027+4027+6027+8028+0028+2028+4028+6028+8029+0029+2029+4029+6029+8030+0030+2030+40 <br />48" SD 161.38LF @ 1.00%16" W DIPSTA. 27+53.63TOP=22.2±6" HPGSTA. 27+58.38TOP=21.9±60" CASING 140.73LF @ 1.00%SDMH 50872" TYPE 3 MODIFIEDW/ ENCASEMENTRIM=21.2448" SD 163.13LF @ 0.48% <br />EXISTING GROUND <br />48" SD <br />10.51LF <br />@ 0.48%COMMSTA. 27+64.53TOP=22.0±60" IE=7.44STA. 28+99.48STA. 29+14.16IE = 7.81BNSF RAILROAD ROW <br />12" SS CONCSTA. 28+91.06IE=UNKOWNSTA. 28+77.71STA. 27+87.71STA. 30+10.64DEPTH=-8.33STA. 27+58.7448" IE = 9.36TYPICAL 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. 30+05±ACCESSWAYSTA. 29+24.67±IE = 7.76SDMH 507RIM=25.47STA. 27+52.78 ±48" SD 70.00LF @ 1.61% <br />48" SD 9.47LF @ 0.00% <br />48" SD 221.44LF @ 1.61% <br />TRENCH PER <br />DETAIL A/CD-2602 <br />TRENCHLESS INSTALLATION SEE DWG C-2801 <br />TRENCH PER DETAIL D/C-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />BCD-261260" IE=8.85STA. 27+58.74STA. 27+43.31IE = 15.73STA. 26+73.31IE = 16.85ELEV = 22.25± <br />IE = 15.751CD-2601CONTRACTOR'S <br />LAUNCH PIT <br />CONTRACTOR'S <br />RECEIVING PIT <br />STA. 28+99.4848" IE = 7.96ELEV = 9.42 <br />2 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />RESTRAIN ALL JOINTS <br />41 <br />1 <br />3 <br />1 <br />2 <br />2 <br />421 <br />211 <br />21 <br />22PLPLPLPLPLPLPLPLPLPLEASEMENT AFN 201907310975PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />50275 <br />MIC <br />35.06 <br />01102600000100 <br />1215 24TH ST <br />01102600000200 <br />1217 24TH ST <br />00437448500000UNKNOWN00437455701600UNKNOWN361LF CONC GUTTER TO CB727+0028+0029+0030+00 <br />SDMH 508, TYPE 3 MODIFIED <br />W/ ENCASEMENT <br />STA. 29+24.67 ± <br />N:362705.29, E:1302104.05 <br />Δ <br />48" SD48" SD212222353535252 <br />2 2323232426#7 <br />#6 <br />HWA-7P-24 <br /> <br /> <br />HWA-7VW-25 <br /> <br /> <br />POTHOLE APS PH 17 <br />GROUND COMM EL=25.0 <br />TOP OF COMM PIPE=22.0 <br />EX 16" W DIP <br />EX 6" HPG <br />EX 12" SS CONC10.7'10.9'24TH ST <br />D <br />CD-2609 <br />CO19 <br />LIMITS OF TRENCHLESS <br />INSTALLATION, TYP BNSF RAILROAD ROW <br />CO28 <br />CO01 <br />TRENCHLESS <br />CROSSING <br />1 <br />C-2801 <br />15 <br />5 <br />15 <br />1 <br />CD-2601 <br />4 <br />3 <br />EX MONITORING WELL. <br />ABANDON PRIOR TO <br />CONSTRUCTION <br />E <br />CD-2609 <br />EX 32" SS PEP <br />IE=-57.0± <br />CO20 <br />CO28 <br />CO19 <br />CO20 <br />CO28 <br />POTHOLE APS PH 15 <br />GROUND 16" WATER EL=25.4 <br />TOP OF WATER PIPE=22.2 <br />POTHOLE APS PH 16 <br />GROUND 6" GAS EL=25.3 <br />TOP OF 6" GAS PIPE=21.9 <br />TYPICAL ASPHALT PAVEMENT <br />PER DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />STA. 30+05± <br />14 <br />3 <br />MANHOLE <br />ENLARGED <br />PLANS <br />1 <br />CD-2613 <br />SDMH 507 <br />STA. 27+52.78 ± <br />N:362681.37, E:1302263.60 <br />Δ 0° 00' 00" HORIZ <br />0° 00' 00" HORIZ <br />STA. 29+14.16 <br />N:362694.86, E:1302102.79 <br />Δ <br />W/ ENCASEMENT <br />92° 04' 04" HORIZ <br />STA. 27+43.31 <br />N:362680.57, E:1302273.04 <br />Δ 87° 42' 34" HORIZ <br />4 21 <br />21 PORT OF EVERETTNORTON TERMINAL22 <br />PE AREA 4 <br />TCE AREA 3 <br />TCE AREA 2 <br />WEST MARINEVIEW DRIVELOWER NORTONAVENUE (EAST)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-2307.DWGPlot date 12/8/2025 11:44 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 26+60 TO 30+40 <br />C-2307 <br />53 <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 /> <br />MATCHLINE STA 30+40 <br />SEE DRAWING C-2308 <br />MATCHLINE STA 26 <br />+ <br />6 <br />0 <br />SEE DRAWING C-2 <br />3 <br />0 <br />6 <br />GENERAL 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 />2 PROVIDE SN46 PN25 FRP PIPE PER SECTION 33 05 36. <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 SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />5 PROVIDE NOTIFICATION, EXCAVATION AND STANDBY <br />PER UTILITY OWNER REQUIREMENTS. <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 />21 SUBMIT SHOP DRAWINGS FOR ACCESSWAY TEE BASE, <br />BEND W/ ENCASEMENT AND CARRIER PIPE ASSEMBLY. <br />CONFIRM CLEARANCE TO END OF CASING REQUIRED <br />TO INSTALL CARRIER PIPE AND PARALLEL PIPE AND <br />APPURTENANCES. <br />22 PROVIDE MANHOLE FOUNDATION PER DETAIL <br />6/CD-2601. OVER EXCAVATE EXISTING SUBGRADE <br />APPROX 3-FT TO COMPETENT MATERIAL. <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