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-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />-5 <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30" CS 513.86LF @ 0.43%STA. 76+38.86IE = 6.6730" CS 53.43LF @ 0.00%18" SS ABANDSTA. 76+50.76IE=6.25±6" IPGSTA. 76+74.87TOP=12.6±12" HPGSTA. 76+77.06TOP=12.2±EX 30" CSEX 30" CSSTA. 76+92.28IE=6.67±EX 30" CS12" SSSTA. 75+26.25IE=6.48±18" SD CONCSTA. 76+55.43IE=4.80±POTHOLE30" CS 10.00LF @ 0.43%SSMH 20460" TYPE 3 MODIFIEDRIM=15.718" W DIPSTA. 76+69.24TOP=10.7±0.76'CLEAR74+80 75+00 <br />75+20 75+40 75+60 75+80 <br />76+00 <br />76+20 76+40 76+60 76+80 <br />77+00 <br />77+20 77+40 77+60 77+80 <br />78+00 <br />78+20 78+40 <br />78+60 <br />EXISTING GROUND <br />ACCESSWAY30x30x30 TEESTA. 76+28.86IE = 6.62TRENCH PER COE DETAIL 614 MOD <br />AND SECTION 31 23 00 <br />1CD-260112" SSSTA. 77+21.22IE=6.35±APPROX TRENCH <br />CUT-OFF WALL (TYP) <br />2 <br />CD-2608UNK TSTA. 75+32.32TOP=UNKNOWN91 <br />1 <br />6 <br />1 <br />5918 <br />418PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL219 <br />220 <br />221 <br />29051800210400 <br />615 MILLWRIGHT LOOP N <br />PL P L P L P L P L P L P L P L PL P L PL P L PL P L PL P L PL P L PL P L PL P L P L P L P L P L P L PL P L PL P L PL P L PL P L PL P L P L P L P L P L P L P L P L P L PL P L <br />PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLP75+0076+0077+0078+0078+56STA. 76+38.86 <br />N:366374.69, E:1302460.37 <br />Δ <br />30" CS <br />30" CS <br />2 <br />5 WEST MARINE VIEW DRIVE <br />POTHOLE APS PH 27 <br />GROUND WATER EL=15.5 <br />TOP OF 8" WATER PIPE=10.7 <br />POTHOLE APS PH 26 <br />GROUND NGAS EL=15.0 <br />TOP OF 12" NGAS PIPE=10.5 <br />TOP OF 6" NGAS PIPE=11.7 <br />EX 6" IPG <br />EX 12" HPG <br />EX 18" SD CONC <br />EX 8" W DIP <br />3 <br />7 <br />CO01 <br />CO02 <br />EX 8" SD CMP <br />21° 16' 02" HORIZ <br />F <br />CD-2610 <br />STA. 76+92.28 <br />N:366424.78, E:1302441.78 <br />Δ 22° 30' 00" HORIZ <br />PORT OF EVERETT <br />SSMH 204, TYPE 3 MODIFIED <br />STA. 76+28.86 <br />N:366364.69, E:1302460.21 <br />Δ 0° 00' 00" HORIZ <br />EX 30" CS <br />4 <br />1 <br />CD-2601 <br />GRAND AVENUE <br />PARK BRIDGE <br />14 <br />10 <br />14 <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-2115.DWGPlot date 12/8/2025 10:52 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />1 PROVIDE SN72 PN50 FRP PIPE PER SECTION 33 05 36. <br />ALL JOINTS TO BE RESTRAINED WHERE SPECIFIED. <br />2 WORK SHALL PROTECT THE OVERHEAD GRAND <br />AVENUE PARK BRIDGE (GAPB) AND ASSOCIATED <br />UTILITIES. <br />3 REMOVE 8" SD WHERE WITHIN TRENCH LIMITS OF 30" <br />CS AND PLUG ENDS OF REMAINING 8" SD. ADJACENT <br />18" SD TO BE PROTECTED AND REMAIN IN SERVICE. <br />4 PROVIDE SHOP FABRICATED FRP FITTING PER SECTION <br />33 05 36. RESTRAIN JOINTS AS SPECIFIED. <br />5 EDGES OF EXISTING APPROXIMATELY 8 CY CONCRETE <br />THRUST BLOCK POURED ON TOP OF EXISTING 30" CS <br />PIPE MAY IMPACT WORK ZONE. CONTRACTOR SHALL <br />CHIP THROUGH EDGES OF THRUST BLOCK AS NEEDED. <br />IMPACT TO THRUST BLOCK SHALL BE MINIMIZED AND <br />COORDINATED WITH CITY'S REPRESENTATIVE. <br />6 CONNECT 30" FRP TO EX 30" C-905 PVC. REMOVE 30" <br />CAP AND THRUST BLOCK. FIELD VERIFY LOCATION <br />AND DEPTH. PROVIDE RESTRAINED PRESSURE RATING <br />COUPLING. SEE SECTION 33 05 31.13. <br />7 SEE SHEET C-2215 FOR CUT, REMOVAL AND PLUG OF <br />30" PVC. <br />9 REMOVE AND PLUG SEWER WITHIN TRENCH LIMITS. <br />SEWER TO BY BYPASSED OR ROUTED TO SEWER MH <br />AND CONNECTION AFTER INSTALLATION PER C-2214, <br />IF ACTIVE. <br />10 BYPASS EXISTING SANITARY SEWERS PER SECTION 33 <br />01 30.50 AS REQUIRED TO COMPLETE THE WORK. <br />14 GAS LINE TO BE RELOCATED BY PSE. CONFIRM <br />LOCATION OF RELOCATED GAS. <br />18 PROVIDE UTILITY SUPPORT PER DETAIL 1/CD-2608. <br />COMBINED SEWER <br />WMVD - 30" CS <br />PLAN AND PROFILE - STA 74+80 TO 78+60 <br />C-2115 <br />41 <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 74+80SEE DRAWING C-3114GENERAL 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 <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.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 <br />AS 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 />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