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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 />50+00 50+20 50+40 50+60 50+80 51+004" NGASSTA. 50+10.77IE=10.83±12" SD PVCSTA. 50+18.25IE=11.10±1.27' <br />CLEAR <br />36" SDSTA. 50+07.14IE=6.67TOC ELEV = 6.22 <br />FACE OF GAPB WEST ABUTMENT <br />EX 30" CSSTA. 50+02.20IE=6.67±EXP JOINTSTA. 50+51.0336" DOUBLE BALL <br />JOINT FITTING2" P, 4" TSTA. 50+27.01IE=UNKNOWN36" SD 36.85LF <br />@ 0.60% <br />36" SD 7.11LF <br />@ 0.00% <br />EXISTING GROUND <br />90° VERT BENDSTA. 50+65.41IE=6.89STA. 50+43.936 <br />6 18PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL219 <br />220 <br />221 <br />29051800210400 <br />615 MILLWRIGHT LOOP N <br />PL P L PL P L PL P L PL P L PL PL P L PL P L PL P L PL P L PL P L PL P L P L PL P L PL P L PL P L PL P L PL P L PL P L P L PL P L PL P L PL P L P L P L PL P L P L PL <br />PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLP47+3145+0046+0047+005 <br />48" SD <br />WEST MARINE VIEW DRIVEPOTHOLE 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 EX 8" W DIP <br />2 <br />EX 18" SS ABANDPOTHOLE APS PH EDGE OF <br />VAULT IS EDGE OF RIM <br />7 <br />3 <br />90° MJ BEND <br />N:366485.40 <br />E:1302402.29 <br />CO02 <br />CO01 <br />4 <br />F <br />CD-2610 <br />SD CLEANOUT <br />STA. 46+04.94 <br />N:366374.52, E:1302437.07 <br />Δ 0° 00' 00" HORIZ <br />16 <br />15 <br />16 <br />90° FLG BEND <br />N:366467.92 <br />E:1302406.38 <br />850+7950+0055+0055+54SEE PROFILE 2 - BELOW <br />SEE PROFILE 1 - BELOW <br />910 <br />EX 8" W DIP <br />EX 4" DRAIN <br />EX 2" P <br />EX 4" T <br />EX 8" W DIP <br />EX 2" W HDPE <br />PORT OF EVERETT <br />2 <br />13 <br />11 <br />EX 36" SD 12 <br />12 GRAND AVENUE <br />PARK BRIDGE <br />14 <br />14 <br />STORM-200 PROFILE <br />-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 />44+40 44+60 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 46+40 46+60 46+80 47+00 47+20 47+40 <br />48" SD 334.29LF @ 0.10% <br />48" SD 10.00LF @ 0.71%SD CLEANOUTRIM=15.346" IPGSTA. 46+39.98TOP=12.6±8" W DIPSTA. 46+34.12TOP=10.7±18" SS ABANDSTA. 46+16.26IE=6.25±12" HPGSTA. 46+41.87TOP=12.2±EXISTING GROUND <br />12" SSSTA. 44+93.33IE=6.64±1.23'CLEARSTA. 46+93.29IE = 6.6736" SD 6.60LF @ 0.01%STA. 47+01.29IE = 6.6736" SDSTA. 46+97.82IE=6.6736" SDSTA. 47+14.63IE=6.6736" SD 17.50LF <br />CLEANOUT 36" TEE <br />AND VALVE <br />ASSEMBLY <br />GRAND AVENUE <br />PARK BRIDGE <br />1.01'CLEARSTA. 46+86.69IE = 6.67STA. 47+10.63IE = 6.672 <br />CD-2607 <br />36" SD 22.76LF @ 0.71%STA. 46+14.94IE = 1.2636" SD 7.76LF @ 0.71%IE=2.01STA. 46+50.466CD-260748" TO 36" REDUCER <br />TRENCH PER DETAIL B/CD-2602 <br />AND SECTION 31 23 00 <br />STA. 47+18.63IE = 6.672 <br />CD-2608 <br />APPROX TRENCH <br />CUT-OFF WALL (TYP)UNK TSTA. 44+99.68TOP=UNKNOWN118 <br />6 <br />1 <br />1 <br />6 <br />STORM-200-CONN-2 PROFILE <br />-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 />55+00 55+20 55+40 55+60 55+80 <br />36" SD 17.95LF <br />@ 0.69%36" SDSTA. 55+07.04IE=6.67EX 30" CSSTA. 55+02.18IE=6.67±TOC ELEV = 6.22 <br />EXISTING GROUND <br />FACE OF GAPB WEST ABUTMENT <br />36" DOUBLE BALL <br />JOINT FITTING12" SD PVCSTA. 55+17.93IE=11.11±4" NGASSTA. 55+10.43IE=10.83±2" P, 4" TSTA. 55+27.11IE=UNKNOWN1.28' <br />CLEAR <br />IE=6.79STA. 55+24.8290° MJ BENDSTA. 55+39.2490° VERT BENDSTA. 55+43.99186 <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-2315.DWGPlot date 12/8/2025 11:20 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 DIRECT BURIED 36" RESILIENT WEDGE GATE VALVE <br />WITH MANUAL ACTUATOR, 2" SQUARE NUT IN VALVE <br />BOX AT GRADE. SEE SECTION 40 05 61-09. <br />3 CUT AND REMOVE APPROX 15 LF OF 36" C-905 PVC. <br />CONNECT DI TEE AND VALVE ASSEMBLY TO C-905 WITH <br />SLIP COUPLING JOINT RESTRAINT HARNESS. <br />4 CONNECT 36" FRP TO 36" DUCTILE IRON. BYPASS <br />STORM FLOWS DURING CONNECTION. LOCATE AND <br />REMOVE DI CAP. <br />5 WORK SHALL PROTECT THE OVERHEAD GRAND <br />AVENUE PEDESTRIAN BRIDGE (GABP) AND ASSOCIATED <br />UTILITIES. <br />6 PROVIDE DIP PIPE PER SECTION 33 05 31. <br />7 VERTICAL PIPES ANCHORED TO BRIDGE SUPPORT <br />STRUCTURE. SEE STAND PIPE DETAILS SHEET CD-2607. <br />8 REMOVE AND REPLACE CATCH BASIN, IF NECESSARY. <br />PROVIDE STORMWATER BYPASSING. <br />9 THRUST BLOCK - SEE DETAIL 4 AND 5/CD-2607. <br />10 FLEX-TEND EXPANSION JOINT. WRAP FITTING IN <br />MANUFACTURER-SUPPLIED POLY SLEEVE AND BACKFILL <br />WITH PEA GRAVEL TO ONE FOOT BEYOND THE FITTING <br />CONNECTING FLANGES. <br />11 REMOVE ALL IRRIGATION APPURTENANCES. TRASH <br />CAN AND LIGHT POLE TO BE RELOCATED. SEE <br />RESTORATION PLAN C-2405. <br />12 PROVIDE BYPASS PUMPING PER SECTION 33 01 30.50 <br />AS REQUIRED TO COMPLETE THE WORK. <br />13 REMOVE AND PLUG 18" ABANDONED SEWER WITHIN <br />TRENCH LIMITS. PLUGS SHALL BE CLASS B CONCRETE <br />AND MINIMUM ONE- DIAMETER IN LENGTH INTO <br />REMAINING PIPE. ENCASE END OF PIPE. <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 />STORM DRAINAGE <br />WMVD - 48" SD <br />PLAN AND PROFILE - STA 44+40 TO 47+40 <br />C-2315 <br />61 <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 44+40SEE DRAWING C-2314GENERAL 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 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.SEE GENERAL NOTES FOR ADDITIONAL <br />INFORMATION. <br />PROFILE 1 <br />SCALE: HORIZ: 1"=20' VERT:1"=5' <br />PROFILE 2 <br />SCALE: HORIZ: 1"=20' VERT:1"=5' <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