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PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL101102 <br />106 <br />112 <br />500 <br />29051900201500 <br />UNKNOWN <br />29051900201300 <br />2600 FEDERAL AVE <br />EASEMENT AFN 201907310975 <br />XXXXXXXXXXXXXXSAWCT SAWCTSAWCTSAWCTSAWCTSAWCTSAWC <br />T SAWCTSAWCT <br />SAWCT <br />SAWCT SAWCT SAWCT SAWCT <br />LOWER NORTON AVE <br />SAWCUT, TYP <br />ROADWAY STRIPING PER <br />EVERETT STD PLAN 720, TYP <br />3 1,164 SY <br />3 6 SY <br />3 17 SY <br />3 99 SYPORT OF EVERETT <br />NORTON TERMINAL <br />SEE G-2014, G-2015, AND <br />G-2016 FOR ADDITIONAL <br />RESTORATION REQUIREMENTS <br />AT NORTON TERMINAL <br />EDGE OF ASPHALT <br />PORT GARDNER <br />STORAGE FACILITY PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL405 <br />406 <br />29051900201000 <br />UNKNOWN <br />29051900200900 <br />UNKNOWN 29051900201100 UNKNOWNEASEMENT AFN 201907310975 XXXXXXXXXXXXXXXSAWCT SAWCT <br />SAWCT SAWCT SAWCT SAWCT SAWCT SAWCT SAWCT SAWCT <br />SAWCT <br />SAWCT <br />SAWCUT, TYP <br />ROADWAY STRIPING PER <br />EVERETT STD PLAN 720, TYP <br />3 <br />5 <br />PORT OF EVERETT <br />NORTON TERMINAL <br />223 SY <br />NORTON TERMINAL <br />ASPHALT PAVEMENT WITH <br />MULTI-LAYER GEOGRID <br />1,422 SY <br />4NORTON TERMINAL <br />ASPHALT PAVEMENT <br />89 SY <br />7 EDGE OF NORTON <br />TERMINAL PAVEMENT <br />SEE G-2014, G-2015, AND <br />G-2016 FOR ADDITIONAL <br />RESTORATION REQUIREMENTS <br />AT NORTON TERMINAL <br />EDGE OF ASPHALT <br />PAVEMENT <br />REMOVE AND REPLACE EX <br />CONCRETE CURB AS REQUIRED <br />TO COMPLETE THE WORK <br />PROTECT EX POWER POLES <br />AND IMPROVEMENTS IN PLACE <br />SAWCT SAWCUT <br />APPROX EXTENT OF CONCRETE PANELS <br />APPROX EXTENT OF OVERLAY <br />SIDEWALK, CURB AND GUTTER <br />HMA PAVEMENT, FULL DEPTH <br />2" MILL AND HMA PAVEMENT <br />PLANTING RESTORATION IN KIND <br />SURFACE RESTORATION IN KIND <br />PARTIAL CONCRETE PANEL REPLACEMENT <br />3/4" CRUSHED GRAVEL ROCK <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-2402.DWGPlot date 12/8/2025 1:00 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />10 402020FEET0 <br />PAVEMENT RESTORATION <br />LOWER NORTON AVE PLAN <br />C-2402 <br />67 <br />R. DAVIES <br />T. FRANKLIN <br />K. WEBER <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 />Know what's below. <br />before you dig.Call <br />RMATCHLINESEE SHEET C-2401MATCHLINETHIS SHEET BELOW LEFTMATCHLINETHIS SHEET ABOVE RIGHTPLAN <br />SCALE: 1"=20"MATCHLINESEE SHEET C-24031.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREIN ARE <br />APPROXIMATE LOCATIONS ONLY BASED ON THE FIELD LOCATION <br />OF UTILITY LOCATE PAINT MARKS AND PHYSICAL FEATURES <br />VISIBLE ON OR ABOVE THE GROUND SURFACE. THE CONTRACTOR <br />SHALL DETERMINE THE LOCATION OF ANY AND ALL <br />UNDERGROUND UTILITIES BEFORE BEGINNING WORK. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL <br />DAMAGES ARISING OUT OF THEIR FAILURE TO EXACTLY LOCATE <br />AND PROTECT ALL EXISTING UTILITY FACILITIES. <br />2.REMOVE AND REPLACE CONCRETE AND ASPHALT CEMENT (AC) <br />PAVEMENT AS SPECIFIED. RESTORATION OF IMPROVEMENTS <br />SHALL BE IN ACCORDANCE WITH THE AGENCY WITH <br />JURISDICTION OVER THE RIGHT-OF-WAY (AGENCY) INCLUDING <br />THE CITY OF EVERETT AND WSDOT. <br />3.IF ADDITIONAL PAVEMENT IS CUT OR DAMAGED DURING <br />CONSTRUCTION, IT SHALL BE REMOVED AND REPLACED AS <br />REQUIRED BY AGENCY REQUIREMENTS AT NO ADDITIONAL COST <br />TO THE OWNER. <br />4.CONTRACTOR SHALL FIELD VERIFY AND RESTORE OR REPLACE ALL <br />EXISTING SIGNAGE, STRIPING, MARKINGS, TRAFFIC SIGNALS, <br />LOOP DETECTORS AND CONDUIT, MONUMENTS, STREET <br />IMPROVEMENTS (CURB, GUTTER, CURB RAMPS, ETC), <br />LANDSCAPING, SOD, UTILITY SURFACE FEATURES, AND OTHER <br />FACILITIES TO THE AGENCY REQUIREMENTS. <br />5.CONTRACTOR MUST PERFORM A PRE-CONSTRUCTION SURVEY <br />OF THE EXISTING CONDITIONS AND RESTORE TO <br />PRE-CONSTRUCTION LOCATIONS. <br />6.PAVEMENT REPLACEMENT FOR BYPASS OPERATIONS NOT <br />SHOWN. CONTRACTOR SHALL INCLUDE ADDITIONAL PAVEMENT <br />REPLACEMENT FOR BYPASS ROUTING IN THEIR BID PRICE. <br />7.CONTRACTOR TO COORDINATE ALL RESURFACING WITH AGENCY <br />REQUIREMENTS AND COMPLY WITH ENCROACHMENT PERMIT <br />REQUIREMENTS. MINIMUM LIMITS OF MILLING INCLUDES ALL <br />IMPACTED SURFACES TO LANE LINES OR CURB IF WITHIN 5-FT OR <br />AS REQUIRED BY AGENCY. FOR TRANSVERSE TRENCH CUTS, <br />MINIMUM MILLING REQUIREMENT IS 20-FT FROM TRENCH CUT <br />BOTH DIRECTIONS UNLESS OTHERWISE SHOWN. <br />GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />1 RESTORE CONCRETE PANELS PER WSDOT A-40.10.10-04. <br />MATCH EXISTING SPECIAL BALLAST IN KIND. <br />2 RESTORE AC PAVEMENT PER WSDOT. MIN THICKNESS TO <br />MATCH EXISTING. <br />3 RESTORE AC PAVEMENT PER COE DETAIL 326. MIN <br />THICKNESS TO MATCH EXISTING. <br />4 RESTORE NORTON TERMINAL AC PAVEMENT PER DETAIL <br />1/CX-2011. SEE ADDITIONAL INFORMATION ON CX-2011 AND <br />CX-2012. MIN THICKNESS TO MATCH EXISTING. <br />5 RESTORE NORTON TERMINAL AC PAVEMENT AND <br />GEOTEXTILE PER DETAIL 2/CX-2011. SEE ADDITIONAL <br />INFORMATION ON CX-2011 AND CX-2012. MIN THICKNESS TO <br />MATCH EXISTING. PROVIDE EXISTING AGGREGATE BASE PLUS <br />6-INCHES. <br />7 RESTORE 12-INCH WIDE YELLOW STRIP SET 4-FT OFF EDGE OF <br />PAVEMENT MARKINGS, APPURTENANCES. <br />FULL DEPTH <br />REPLACEMENT <br />(8" HMA) <br />FULL DEPTH <br />REPLACEMENT <br />(NO EX <br />GEOGRID) <br />FULL DEPTH <br />REPLACEMENT <br />(MULTILAYER <br />GEOGRID) <br />MILL AND <br />OVERLAY <br />LOWER NORTON AVE 1,387 SY 738 SY <br />PORT OF EVERETT 89 SY 1,422 SY 660 SY <br />* FULL DEPTH LIMITS REPRESENT PARTIAL CONCRETE PANEL REPLACEMENT AREA BASED ON MINIMUM TRENCH <br />WIDTH AND SECTION CUT REQUIREMENTS <br />** ADDITIONAL AREA FOR MILL AND OVER LAY BASED ON LIMITS SHOWN IN ADDITION TO THE FULL DEPTH AREA <br />SHOWN. SEE G-2014 FOR AREA WITHIN NORTON TERMINAL <br />12/09/2025