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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 />36+6036+8037+0037+2037+4037+6037+8038+0038+2038+4038+6038+8039+0039+2039+4039+6039+8040+0040+2040+40 SSMH 01072" TYPE 3 MODIFIEDW/ ENCASEMENTRIM=21.3948" SS 161.53LF @ 1.00% <br />48" SS 184.63LF @ 0.40%16" W DIPSTA. 37+39.54TOP=22.2±6" HPGSTA. 37+44.23TOP=21.9±EXISTING GROUND COMMSTA. 37+50.75TOP=22.0±STA. 39+10.20IE = 7.69BNSF RAILROAD ROW <br />STA. 37+74.11STA. 38+64.1112" SS CONCSTA. 38+77.72IE=UNKOWNSTA. 40+26.13STA. 38+83.03STA. 38+95.77STA. 38+85.8048" IE = 7.94STA. 37+45.0748" IE = 9.3560" CASING 140.73LF @ 1.00%1CD-2601ACD-2612STA. 40+11±TYPICAL ASPHALT <br />PAVEMENT PER <br />DETAIL 1/CX-2011 <br />ASPHALT PAVEMENT W/ <br />MULTI LAYER GEOGRID <br />PER DETAIL 2/CX-2011 <br />ACCESSWAYSTA. 38+99.70IE = 7.8048" SS 273.02LF @ 1.68% <br />48" SS 8.45LF @ 0.00%STA. 37+38.18SSMH 009RIM=25.57TRENCH PER <br />DETAIL A/CD-2602 <br />TRENCHLESS INSTALLATION SEE DWG C-2801 TRENCH PER DETAIL D/CD-2602 <br />WITH CLSM PER SECTION 31 23 00 <br />ELEV = 22.60±60" IE=7.44STA. 38+85.8060" IE=8.85STA. 37+45.0748" SS 10.50LF <br />@ 1.00% <br />CONTRACTOR'S <br />LAUNCH PIT <br />CONTRACTOR'S <br />RECEIVING PIT <br />IE = 9.41 <br />IE = 15.75 <br />STA. 37+29.73IE = 15.75APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608 <br />RESTRAIN ALL JOINTS <br />1 <br />1 <br />1 <br />443 <br />3 2 <br />1PLPLPLPLPLPLPLPLPLPLEASEMENT 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 CB737+0038+0039+0040+00 <br />48" SS48" SS2221252626 35352222LIMITS OF TRENCHLESS <br />INSTALLATION, TYP <br />#7 <br />#6 <br />HWA-7P-24 <br /> <br /> <br />HWA-7VW-25 <br /> <br /> <br />EX 16" W DIP <br />EX 6" HPGEX 12" SS CONC10.7'10.9'24TH ST <br />D <br />CD-2609 <br />BNSF RAILROAD ROW <br />4 <br />1 <br />CD-2601 <br />EX. MONITORING WELL. <br />ABANDON PRIOR TO <br />CONSTRUCTION <br />WMVD RETAINING <br />WALL <br />15 <br />5 <br />15 <br />WEST MARINEVIEW DRIVEE <br />CD-2609 <br />CO28 <br />CO20 <br />CO19 <br />EX 32" SS PEP <br />IE=-57.0±PORT OF EVERETTNORTON TERMINAL14 <br />3 <br />3 <br />3 <br />SSMH 009 <br />STA. 37+38.18 <br />N:362670.96, E:1302263.66 <br />Δ 87° 00' 26" HORIZ <br />MANHOLE <br />ENLARGED <br />PLANS <br />1 <br />CD-2612 <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 />POTHOLE APS PH 17 <br />GROUND COMM EL=25.0 <br />TOP OF COMM PIPE=22.0 <br />22 20 <br />21 <br />PE AREA 4 <br />TCE AREA 2 <br />TCE AREA 3 <br />STA. 39+10.20 (PI) <br />N:362685.35, E:1302092.24 <br />Δ <br />W/ ENCASEMENT <br />92° 19' 42" HORIZ <br />SSMH 010, TYPE 3 MODIFIED <br />W/ ENCASEMENT <br />STA. 38+99.70 <br />N:362684.47, E:1302102.70 <br />Δ 0° 00' 00" HORIZ <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-2107.DWGPlot date 12/8/2025 11:45 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />COMBINED SEWER <br />WMVD - 48" SS <br />PLAN AND PROFILE - STA 36+60 TO 40+40 <br />C-2107 <br />33 <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 40+40 <br />SEE DRAWING C-2108 <br />MATCHLINE STA 36 <br />+ <br />6 <br />0 <br />SEE DRAWING C-2 <br />1 <br />0 <br />6 <br />GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />TRENCHLESS CROSSING 1 <br />C-2801 <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 WORK. <br />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 DURING <br />CONSTRUCTION. <br />20 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 />21 PROVIDE MANHOLE FOUNDATION PER DETAIL <br />6/CD-2601. OVEREXCAVATE EXISTING SUBGRADE <br />APPROX 3-FT TO COMPETENT MATERIAL <br />22 SUBMIT SHOP DRAWINGS FOR ACCESSWAY TEE BASE, <br />BEND AND CARRIER PIPE ASSEMBLY. CONFIRM <br />CLEARANCE TO END OF CASING REQUIRED TO INSTALL <br />CARRIER PIPE AND PARALLEL PIPE AND <br />APPURTENANCES. <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 UNDERGROUND <br />UTILITIES BEFORE BEGINNING WORK. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND <br />ALL DAMAGES ARISING OUT OF THEIR FAILURE TO <br />EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY <br />FACILITIES. <br />2.WORK AROUND POWER AND GAS UTILITIES MUST BE <br />PERFORMED IN ACCORDANCE WITH PSE AND SNOPUD <br />REQUIREMENTS. COORDINATE CONSTRUCTION <br />ACTIVITIES AND SCHEDULE WITH UTILITY OWNERS. <br />3.LIMITS OF STEEL PILES AND REINFORCED CONCRETE <br />FOUNDATIONS ARE SHOWN BASED ON BEST <br />AVAILABLE RECORD INFORMATION. EXISTING <br />FOUNDATION DEMOLITION SHALL BE PERFORMED AS <br />REQUIRED TO COMPLETE THE WORK. <br />4.PROVIDE TRENCH CUT OFF WALL WHERE <br />GROUNDWATER IS PRESENT PER DETAIL 2/CD-2608. <br />10 402020FEET0 <br />KEY MAP <br />SCALE: NTS <br />WEST MARINE VIEW DRIVE20TH STREETRUCKER AVEGRAND AVEKnow what's below. <br />before you dig.Call <br />R <br />24TH STREET <br />25TH STREETLOWER NORTONAVENUE (EAST)12/09/2025