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PLPLPLPLPLPLPLPLPLPLPLPL105 <br />123124125 <br />126 <br />227 <br />29051900201900 <br />UNKNOWN <br />FM FM <br />SAWCT SAWCT SAWCT SAWCT SAWCT <br />SAWCTSAWCTSAWCTSAWCTSAWCTSAWC <br />T <br />LOWER NORTON AVE <br />ROADWAY STRIPING PER <br />EVERETT STD PLAN 720, TYPSAWCUT, TYP <br />CEMENT CONCRETE <br />REPLACEMENT CURB PER EVERETT <br />STD PLAN 346 AND 343, TYP <br />51+0052+0053+0054+003 694 SY <br />EDGE OF PAVEMENT <br />EDGE OF PAVEMENT <br />EDGE OF PAVEMENT <br />PLPLPLPLPL215 <br />226 <br />50271 <br />MIC <br />24.82 <br />29051900203400 <br />UNKNOWN <br />29051900201900 <br />UNKNOWN <br />29051900200300 <br />1900 W MARINE VI <br />E <br />W <br /> <br />D <br />R <br />FM <br />SAWCTSAWCTSAWCTSAWCTSAWCTSAWCT <br />SAWCT <br />SAWCTSAWCT <br />SAWCT <br />WEST MARINE VIEW DRIVE <br />SAWCUT, TYP <br />ROADWAY STRIPING PER <br />EVERETT STD PLAN 720, TYP <br />CEMENT CONCRETE <br />REPLACEMENT CURB PER EVERETT <br />STD PLAN 346 AND 343, TYP <br />55+0056+0057+0058+0059+00LOWER NORTON AVE <br />2 <br />3 <br />476 SY <br />336 SY PROTECT EX CURB 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-2403.DWGPlot date 12/8/2025 1:24 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 AND WMVD PLAN <br />C-2403 <br />68 <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 /> MATCHLINESEE BELOW LEFTPLAN <br />SCALE: 1"=20"MATCHLINESEE SHEET C-2404SEE SHEET C-2406MATCHLINESEE ABOVE RIGHTKnow what's below. <br />before you dig.Call <br />RMATCHLINESEE SHEET C-24021.THE EXISTING UNDERGROUND UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE LOCATIONS ONLY BASED ON <br />THE FIELD LOCATION OF UTILITY LOCATE PAINT MARKS <br />AND PHYSICAL FEATURES VISIBLE ON OR ABOVE THE <br />GROUND SURFACE. THE CONTRACTOR SHALL <br />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 TO <br />EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY <br />FACILITIES. <br />2.REMOVE AND REPLACE CONCRETE AND ASPHALT <br />CEMENT (AC) PAVEMENT AS SPECIFIED. RESTORATION <br />OF IMPROVEMENTS SHALL BE IN ACCORDANCE WITH <br />THE AGENCY WITH JURISDICTION OVER THE <br />RIGHT-OF-WAY (AGENCY) INCLUDING THE CITY OF <br />EVERETT AND WSDOT. <br />3.IF ADDITIONAL PAVEMENT IS CUT OR DAMAGED <br />DURING CONSTRUCTION, IT SHALL BE REMOVED AND <br />REPLACED AS REQUIRED BY AGENCY REQUIREMENTS AT <br />NO ADDITIONAL COST TO THE OWNER. <br />4.CONTRACTOR SHALL FIELD VERIFY AND RESTORE OR <br />REPLACE ALL EXISTING SIGNAGE, STRIPING, MARKINGS, <br />TRAFFIC SIGNALS, LOOP DETECTORS AND CONDUIT, <br />MONUMENTS, STREET IMPROVEMENTS (CURB, <br />GUTTER, CURB RAMPS, ETC), LANDSCAPING, SOD, <br />UTILITY SURFACE FEATURES, AND OTHER FACILITIES TO <br />THE AGENCY REQUIREMENTS. <br />5.CONTRACTOR MUST PERFORM A PRE-CONSTRUCTION <br />SURVEY OF THE EXISTING CONDITIONS AND RESTORE <br />TO PRE-CONSTRUCTION LOCATIONS. <br />6.PAVEMENT REPLACEMENT FOR BYPASS OPERATIONS <br />NOT SHOWN. CONTRACTOR SHALL INCLUDE <br />ADDITIONAL PAVEMENT REPLACEMENT FOR BYPASS <br />ROUTING IN THEIR BID PRICE. <br />7.CONTRACTOR TO COORDINATE ALL RESURFACING WITH <br />AGENCY REQUIREMENTS AND COMPLY WITH <br />ENCROACHMENT PERMIT REQUIREMENTS. MINIMUM <br />LIMITS OF MILLING INCLUDES ALL IMPACTED SURFACES <br />TO LANE LINES OR CURB IF WITHIN 5-FT OR AS <br />REQUIRED BY AGENCY. FOR TRANSVERSE TRENCH CUTS, <br />MINIMUM MILLING REQUIREMENT IS 20-FT FROM <br />TRENCH CUT BOTH DIRECTIONS UNLESS OTHERWISE <br />SHOWN. <br />GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />1 MATCH EXISTING SPECIAL BALLAST IN KIND <br />2 RESTORE AC PAVEMENT PER WSDOT. MIN THICKNESS <br />TO MATCH EXISTING. <br />3 RESTORE AC PAVEMENT PER COE DETAIL 326. MIN <br />THICKNESS TO MATCH EXISTING. <br />FULL DEPTH <br />REPLACEMENT <br />(8" - 12") <br />FULL DEPTH <br />REPLACEMENT <br />(8" HMA) <br />MILL AND <br />OVERLAY <br />WEST MARINE VIEW DRIVE 476 SY 369 SY <br />LOWER NORTON AVE 1,030 SY 579 SY <br />** ADDITIONAL AREA FOR MILL AND OVER LAY BASED ON LIMITS SHOWN IN <br />ADDITION TO THE FULL DEPTH AREA SHOWN. <br />12/09/2025