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PLPLPLPLPLPLPLPLPLPLEASEMENT AFN 201907310975PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />50275 <br />MIC <br />35.0600437448500000UNKNOWN <br />00437455701600UNKNOWN361LF CONC GUTTER TO CB7SAWCT <br />SAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTWEST MARINE VIEW DRIVE3 <br />4 <br />5 <br />NORTON TERMINALTRENCHLESS RECEIVING PIT <br />TRENCHLESS LAUNCH PIT <br />277 SY <br />NORTON TERMINAL <br />ASPHALT PAVEMENT <br />363 SY <br />NORTON TERMINAL <br />ASPHALT PAVEMENT WITH <br />MULTI-LAYER GEOGRID <br />81 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 />STA. 40+11± CO19 (C-2109) <br />APPROXIMATE LOCATION OF <br />EXISTING PAVEMENT CHANGE <br />LOWER NORTON AVENUE EASTPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL229 <br />230 247 <br />50278 <br />MIC <br />38.39 <br />50279 <br />MIC <br />37.38 <br />50280 <br />MIC <br />36.06 <br />00437455800100 <br />2501 W MARINE VIEW DR <br />00437455700900 <br />UNKNOWN <br />00437455701302 <br />UNKNOWN <br />00437455701200 <br />UNKNOWN <br />00437455701301 <br />UNKNOWN <br />SAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCTSAWCT <br />SAW <br />C <br />T <br />SAW <br />C <br />T <br />SAWCT <br />SAWCUT, TYP <br />ROADWAY STRIPING PER <br />EVERETT STD PLAN 720, TYP <br />WEST MARINE VIEW DRIVE <br />LOWER NORTON AVE EAST <br />1 <br />3899 SY <br />1328 SY <br />APPROX EXTENTS <br />CONCRETE PANEL <br />1APPROX EXTENTS <br />CONCRETE PANEL <br />REMOVE AND REPLACE EX CURB, <br />GUTTER AND SIDEWALK 8 9 <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-2401.DWGPlot date 12/8/2025 12:59 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />10 402020FEET0 <br />PAVEMENT RESTORATION <br />WMVD AND LOWER NORTON AVE PLAN <br />C-2401 <br />66 <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 />MATCHLINE <br />SEE SHEET C-2402 <br />Know what's below. <br />before you dig.Call <br />RMATCHLINETHIS SHEET BOTTOM RIGHTMATCHLINE <br />THIS SHEET ABOVE <br /> <br />R <br />I <br />G <br />H <br />T <br />PLAN <br />SCALE: 1"=20" <br />GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />1.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREIN ARE <br />APPROXIMATE LOCATIONS ONLY BASED ON THE FIELD <br />LOCATION OF UTILITY LOCATE PAINT MARKS AND PHYSICAL <br />FEATURES VISIBLE ON OR ABOVE THE GROUND SURFACE. THE <br />CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY AND <br />ALL UNDERGROUND UTILITIES BEFORE BEGINNING WORK. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL <br />DAMAGES ARISING OUT OF THEIR FAILURE TO EXACTLY <br />LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. <br />2.REMOVE AND REPLACE CONCRETE AND ASPHALT CEMENT <br />(AC) PAVEMENT AS SPECIFIED. RESTORATION OF <br />IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE <br />AGENCY WITH JURISDICTION OVER THE RIGHT-OF-WAY <br />(AGENCY) INCLUDING 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 <br />COST TO THE OWNER. <br />4.CONTRACTOR SHALL FIELD VERIFY AND RESTORE OR REPLACE <br />ALL EXISTING SIGNAGE, STRIPING, MARKINGS, TRAFFIC <br />SIGNALS, LOOP DETECTORS AND CONDUIT, MONUMENTS, <br />STREET 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 <br />SURVEY 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 <br />PAVEMENT REPLACEMENT FOR BYPASS ROUTING IN THEIR <br />BID PRICE. <br />7.CONTRACTOR TO COORDINATE ALL RESURFACING WITH <br />AGENCY REQUIREMENTS AND COMPLY WITH <br />ENCROACHMENT PERMIT REQUIREMENTS. MINIMUM LIMITS <br />OF MILLING INCLUDES ALL IMPACTED SURFACES TO LANE <br />LINES OR CURB IF WITHIN 5-FT OR AS REQUIRED BY AGENCY. <br />FOR TRANSVERSE TRENCH CUTS, MINIMUM MILLING <br />REQUIREMENT IS 20-FT FROM TRENCH CUT BOTH <br />DIRECTIONS UNLESS OTHERWISE SHOWN. <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. <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 />8 RESTORE CEMENT CONCRETE SIDEWALK PER COE DETAIL 312. <br />9 REMOVE AND REPLACE EXISTING A-1 CURB PER COE DETAIL <br />312. <br />FULL DEPTH <br />REPLACEMENT <br />(CONCRETE <br />PANEL) <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 />WEST MARINE VIEW DRIVE 393 SY*756 SY** <br />LOWER NORTON AVE EAST 1,176 SY 478 SY** <br />PORT OF EVERETT 363 SY 81 SY PE AREA 4** <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 <br />9384bffa96ffa59b839ae3218cc488bf