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EASEMENT AFN 201907310975 <br />PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL405 <br />29051900201000 <br />UNKNOWN <br />EASEMENT AFN 201907310975 <br />361LF <br /> <br />C <br />O <br />N <br />C <br /> <br />G <br />U <br />T <br />T <br />E <br />R <br /> <br />T <br />O <br /> <br />C <br />B <br />7 <br />SAWCTSAWCT <br />TCETCETCETCETCETCETCETCETCE <br />TCE <br />TCE <br />TCE <br />TCE <br />TCE <br />TCE <br />TCE <br />SAWCT SAWCT SAWCT SAWCT SAWCT SAWCT <br />SAWCT SAWCT SAWCT <br />F <br />CD-2609 <br />EX FENCE <br />EX 32" HDPE DWO <br />PORT OF EVERETT <br />NORTON TERMINAL <br />APPROXIMATE LOCATION OF <br />TRENCHLESS LAUNCH PIT <br />21 <br />31 <br />BNSF ROWLIMIT OF EXISTING CITY <br />UTILITY EASEMENT <br />39+00 40+0041+0042+00STA. 40+11± CO19 (C-2108) <br />APPROXIMATE LOCATION OF <br />EXISTING PAVEMENT CHANGE <br />BNSF ROW <br />LIMIT OF TCE AREA 2. <br />SEE G-2014. <br />TCE AREA 2 <br />TCE AREA 3 <br />PE AREA 4 <br />APPROXIMATE EXTENTS OF <br />H-PILES AND FOUNDATION <br />NORTON TERMINAL ASPHALT <br />PAVEMENT (NO GEOGRID) <br />NORTON TERMINAL ASPHALT <br />PAVEMENT (MULTILAYER GEOGRID) <br />1 <br />- <br />2 <br />- <br />LIMIT OF TCE AREA 3. <br />SEE G-2014. <br />2" MILL AND HMA PAVEMENT <br />PLANTING RESTORATION IN KIND <br />SCALE: <br />1 <br />VARIES SCALE: <br />2 <br />VARIES9"EX HMA18"CSBCNORTON TERMINAL <br />FINISHED GRADE <br />12" <br />MIN <br />BOTH <br />SIDES <br />TRENCH WIDTH PER CONTRACTOR <br />MIN SIDE CLEARANCE PER COE DETAIL 614 <br />INITIAL SAW CUT (TYP) PER <br />ACCEPTED EXCAVATION PLAN <br />FINAL SAW CUT (TYP) <br />SEE GENERAL NOTE 5 <br />EX ASPHALT <br />PAVEMENT <br />EX AGGREGATE <br />BASE (CSBC) <br />AGGREGATE <br />BASE (CSBC) <br />TRENCH BACKFILL PER COE DETAIL <br />614 AND SECTION 31 23 00. <br />GEOGRID LAYERS PER SECTION 31 05 19. <br />12" MIN <br />BOTH SIDES <br />MILL AND OVERLAY <br />9"EX HMA18"CSBCNORTON TERMINAL <br />FINISHED GRADE <br />12" <br />MIN <br />BOTH <br />SIDES <br />TRENCH WIDTH PER CONTRACTOR <br />MIN SIDE CLEARANCE PER COE DETAIL 614 <br />INITIAL SAW CUT (TYP) PER <br />ACCEPTED EXCAVATION PLAN <br />EX AGGREGATE <br />BASE (CSBC) <br />AGGREGATE BASE (CSBC) <br />TRENCH BACKFILL PER COE DETAIL <br />614 AND SECTION 31 23 00. <br />GEOGRID LAYERS (SINGLE OR MULTIPLE <br />LAYERS) PER SECTION 31 05 19. <br />EX GEOGRID <br />LAYERS <br />FINAL SAW CUT (TYP) <br />SEE GENERAL NOTE 5 <br />EX ASPHALT <br />PAVEMENT <br />MILL AND OVERLAY <br />NTS <br />NORTON TERMINAL ASPHALT PAVEMENT <br />RESTORATION WITH MULTI-LAYER GEOGRID <br />NTS <br />NORTON TERMINAL ASPHALT <br />PAVEMENT RESTORATION <br />HMA PAVEMENT MULTI-LAYER GEOGRID. <br />SEE DETAIL 2/CX-2011. <br />9" ASPHALT PAVEMENT OVER 12" CSBC. <br />SEE DETAIL 1/CX-2011. <br />HMA PAVEMENT, FULL DEPTH <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\XXX DEMO\SHEETS\CX-2011.DWGPlot date 12/8/2025 8:49 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />DEMOLITION <br />NORTON TERMINAL <br />EXISTING PAVEMENT DEMOLITION - 1 <br />CX-2011 <br />13 <br />R. DAVIES, P. VENC <br />T. FRANKLIN <br />R. DAVIES <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 />PRELIMINARY <br />44572 <br /> <br />Know what's below. <br />before you dig.Call <br />R <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 WORK. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY <br />AND ALL DAMAGES ARISING OUT OF THEIR FAILURE <br />TO EXACTLY LOCATE AND PROTECT ALL EXISTING <br />UTILITY 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 OWNER'S. <br />SEE SECTION 02 01 10 AND SECTION 02 01 20. <br />3.LIMITS OF PAVEMENT ARE SHOWN BASED ON BEST <br />AVAILABLE RECORD INFORMATION. EXISTING <br />PAVEMENT DEMOLITION SHALL BE PERFORMED AS <br />REQUIRED TO COMPLETE THE WORK. CONTRACTOR <br />SHALL DETERMINE THE ACTUAL LIMITS REMOVED <br />BASED ON THEIR APPROVED TRENCHING AND <br />RESTORATION PLANS. <br />4.SEE ADDITIONAL DEMOLITION REQUIREMENTS IN <br />SECTION 02 41 00. <br />5.FINAL SAW CUT SHALL BE DONE TO ACCURATE, NEAT <br />AND STRAIGHT LINES. PROVIDE SAND FOR CRACK <br />SEALING PER WSDOT/APWA 5.03.3(3)B2 AND JOINT <br />SEALANT PER 9-04.2. <br />6.ALL STRIPPING, MARKERS, AND SURFACE <br />IMPROVEMENTS REMOVED OR DAMAGED BY THE <br />WORK MUST BE REPLACED TO THE PORT'S <br />REQUIREMENTS <br />MATCHLINE SEE DRAWING CX-20121 PROVIDE INITIAL SAW CUT TO REMOVE EXISTING <br />PAVEMENT. WHERE PRESENT, CUT EXISTING <br />GEOTEXTILE/GEOGRID. TAKE CARE TO MINIMIZE <br />DAMAGE TO THE MATERIAL DURING THE REMOVAL <br />AT THE SAW CUT BOUNDARY. <br />2 PROVIDE FINAL SAW CUT AND RESTORATION IN <br />ACCORDANCE WITH DETAIL 1, THIS SHEET. <br />3 PROVIDE FINAL SAW CUT AND RESTORATION OF <br />GEOTEXTILE/GEOGRID PER DETAIL 2, THIS SHEET. <br />10 402020FEET0 <br />12/09/2025