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A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />i <br />KNOW WHAT'S BELOW <br />CALL BEFORE YOU DIG <br />811 <br />mllbef 'y'lIg."g <br />CONSTRUCTION NOTES <br />1� <br />INSTALL 6' CONCRETE SIDEWALK ADJACENT TO CURB PER COE STD DTL. <br />312. CONNECT TO EXISTING SIDEWALKAT BOTH PROPERTY LINES. <br />2 <br />2' SAWCUT EX. PAVEMENT. REMOVE AND REPLACE IN KIND. <br />�3 <br />REMOVE EX. CONCRETE VERTICAL CURB AS SHOWN ON PLAN. <br />�4 <br />INSTALL 564 LF 4" DOUBLE YELLOW THERMOPLASTIC STRIPING. <br />INSTALL NEW PAVEMENT FOR LEFT TURN AND ACCELERATION LANES AS <br />SHOWN. MATCH EX. PAVEMENT SECTION THICKNESS IF GREATER. <br />STRAIGHT GRADE BETWEEN REMOVED CURB'S FLOW LINE GRADES ON <br />U <br />NORTH AND SOUTH SIDE. <br />W <br />w <br />[6] <br />INSTALL TYPE-1 DRIVEWAY ENTRANCE PER COE STD DTL 315. WIDTH=40'. <br />z <br />W <br />�7 <br />ADJUST SSMH RIM TO NEW FINISHED PAVEMENT GRADE. <br />40' <br />40' <br />RIGHT-OF-WAY <br />WIDTH <br />RIGHT-OF-WAY WIDTH <br />�8 <br />INSTALL CONCRETE CURB AND GUTTER PER COE STD DTL 307. <br />0.5' <br />12'NEW LEFT <br />TURN 05 <br />X <br />w 3.5' NEW 6.0' 12' EX. LANE <br />12' EX. LANE <br />AND ACCELERATION LANE 12' EX. LANE 12' EX. LANE EX. 5.0' 4.5' <br />W <br />INSTALL 450' OF 8" WIDE THERMOPLASTIC STRIPING FOR TURN LANE. <br />SIDEWALK <br />F <br />EX. CURBING TO <br />EX. CURBING TO SIDEWALK <br />BE REMOVED. SEE <br />BE REMOVED. SEE <br />10 <br />REMOVE EXISTING CATCH BASIN, PLUG PIPE IN PLACE. <br />PLAN. <br />PLAN. <br />11 <br />INSTALL TYPE 2SL LEFT TURN ARROW PER WSDOT STD PLAN M-24.40-02 <br />... <br />_____ <br />0 <br />VARIES <br />_ <br />, <br />� VARIES __________ <br />_ <br />12 <br />INSTALL TYPE 6SR RIGHT MERGE ARROW PER WSDOT STD PLAN M-24.40-02 <br />3-J'I <br />--------------- <br />----------- <br />SAWCUT EX. PAVEMENT ADJACENT TO EX LANE STRI PIN G. EX LANE <br />-� <br />13 <br />❑ <br />STRIPING TO REMAIN. <br />EX <br />LANE STRIPING TO REMAIN <br />3" COMPACTED DEPTH HMA CLASS 1/2" ASPHALT <br />3" COMPACTED DEPTH ATB <br />6" COMPACTED DEPTH GRAVEL BORROW <br />LEGEND <br />ROADWAY <br />SECTION - <br />SEAWAY BOULEVARD <br />SCALE: <br />1'=6 <br />PROPOSED PAVEMENT <br />NOTE: HORIZONTAL <br />CONTROL TO BE <br />CONFIRMED BY THE <br />CONTRACTOR <br />LEFT TURN ARROW <br />1# RIGHT MERGE ARROW <br />EX. DRIVE <br />ENTRANCE AT <br />LIGHTED INTERSECTION N, <br />SCALE <br />50 0 25 so 100 <br />(FEET) RECORD DRAWINGS <br />I INCH =50 FT. DATE: 10-31-2024 <br />®ffff <br />DAVID EVANS <br />ASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />x <br />LU <br />z <br />LU U) <br />U <br />J Z <br />a� <br />U <br />LU Q <br />Q <br />OO <br />U U <br /><� <br />a <br />LU <br />V) <br />ui <br />F <br />0 <br />0 <br />m <br />z <br />r <br />Z <br />LU <br />W <br />0 <br />m <br />2 <br />WW <br />W <br />W <br />W <br />W <br />LL <br />O <br />F <br />L <br />I I I I I I I I I <br />RECORD <br />DRAWINGS <br />CHECKED BY: BCJ <br />DESIGNED BY: AC <br />DRAWN BY: JPCL <br />FIRST SUBMITTAL DATE: 10/31 /20241 <br />PROJECT NO. <br />281200000004 <br />SHEET NO. <br />C6.0 <br />