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206 <br />207 <br />208 <br />00822700010100 -30300 <br />1931 GRAND AVE <br />00437042600101 <br />1410 20TH ST <br />00437437601700 <br />1932 RUCKER AVE <br />00437037701500 <br />1931 RUCKER AVE <br />00437442701701 <br />2002 RUCKER AVE <br />00437042600102 <br />2001 RUCKER AVE00437442700101 <br />2001 GRAND AVE 00437442700102 <br />1310 20TH ST <br />00437037701701 <br />1411 20TH ST <br />00437042603101 <br />1412 20TH STSAWCTSAWCTSAWCT <br />SAWCT <br />RUCKER AVENUE20TH STREET <br />SAWCUT, TYP <br />15 120 SY <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-2406.DWGPlot date 12/8/2025 1:32 PM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name ####################### <br />10 402020FEET0 <br />PAVEMENT RESTORATION <br />20TH STREET PLAN <br />C-2406 <br />71 <br />B. O'NEILL <br />T. FRANKLIN <br />K. WEBER <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 />R <br />PLAN <br />SCALE: 1"=20" <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.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 <br />AT NO ADDITIONAL COST TO THE OWNER. <br />4.CONTRACTOR SHALL FIELD VERIFY AND RESTORE OR <br />REPLACE ALL EXISTING SIGNAGE, STRIPING, <br />MARKINGS, TRAFFIC SIGNALS, LOOP DETECTORS AND <br />CONDUIT, MONUMENTS, STREET IMPROVEMENTS <br />(CURB, GUTTER, CURB RAMPS, ETC), LANDSCAPING, <br />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 <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 <br />WITH AGENCY REQUIREMENTS AND COMPLY WITH <br />ENCROACHMENT PERMIT REQUIREMENTS. MINIMUM <br />LIMITS OF MILLING INCLUDES ALL IMPACTED <br />SURFACES TO LANE LINES OR CURB IF WITHIN 5-FT OR <br />AS REQUIRED BY AGENCY. FOR TRANSVERSE TRENCH <br />CUTS, MINIMUM MILLING REQUIREMENT IS 20-FT <br />FROM TRENCH CUT BOTH DIRECTIONS UNLESS <br />OTHERWISE SHOWN. <br />GENERAL NOTES <br />KEY NOTES <br />LEGEND <br />15 RESTORE ASPHALT PER COE DETAIL 305 AND 326. MIN <br />THICKNESS TO MATCH EXISTING. <br />FULL DEPTH <br />REPLACEMENT <br />(6-8" HMA) <br />MILL AND <br />OVERLAY <br />20TH STREET 120 SY 204 SY ** <br />** ADDITIONAL AREA FOR MILL AND OVER LAY BASED ON LIMITS <br />SHOWN IN ADDITION TO THE FULL DEPTH AREA SHOWN. <br />12/09/2025