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A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />a <br />0 0 <br />0 <br />0 <br />N <br />U <br />W <br />U) <br />U <br />0 <br />0 <br />0 <br />0 <br />U <br />ma ma <br />�a <br />a <br />vv <br />m� <br />N N <br />00 <br />N N <br />00 <br />N N <br />MM <br />�M <br />o� <br />o <br />a co <br />W <br />z <br />J <br />ry <br />LX 3.5' NEW 6.0' <br />:::. .................. <br />.... .............';�..� <br />SLOPE ESMT PER <br />REC. NO: 8103180211 <br />DRAINAGE ESMT. PER, <br />REC. NO: 8103180214 <br />BEGIN SIDEWALK <br />N:345044.5175 <br />E:1289766.7054 <br />/ 4 10 t Fe <br />TC: 520.27 <br />/ FL: 519.79 ,�- <br />BEGIN SAWCUT rc: szo.za 52 ' <br />BEGIN CU � FL: 5109 78 <br />N:34505 77 2 <br />E:1289 3.9 <br />/ FG:519. <br />/ $ 520. <br />TC: 5�6 <br />/ FL: 519.38 <br />BEGIN SAWCUT <br />END CURB <br />N:345051.9445 <br />E:1289593.6809 <br />KNOW WHAT'S BELOW <br />CALL BEFORE YOU DIG <br />811 <br />callbeforeyoudig.org <br />-110 <br />NOTE: HORIZONTAL <br />CONTROL TO BE <br />CONFIRMED BY THE <br />CONTRACTOR <br />FG 522 02 / <br />6 <br />G522.5 - _ <br />b <br />--522 , <br />G- <br />521.3 <br />f FG521.64 <br />FG521.30 <br />5 -- 15 <br />:G:521._11 <br />FG52044 7 <br />H33 <br />n <br />R <br />II <br />T <br />40' <br />RIGHT-OF-WAY WIDTH <br />12' NEW LEFT TURN <br />F EX. CURBING TO <br />U BE REMOVED. SEE <br />3: PLAN. <br />Q <br />U) VARIES <br />40' <br />RIGHT-OF-WAY WIDTH <br />EX. CURBING TO <br />BE REMOVED. SEE <br />PLAN. <br />VARIES <br />EX LANE STRIPING TO REMAIN �3" COMPACTED DEPTH HMA CLASS 1/2" ASPHALT <br />3" COMPACTED DEPTH ATB <br />6 COMPACTED DEPTH GRAVEL BORROW <br />ROADWAY SECTION - SEAWAY BOULEVARD <br />- <br />rt32 <br />i <br />u <br />5' SW <br />SCALE: 1 "= 5' <br />_25 <br />_ W <br />12 <br />X\ <br />SLOPE ESMT PER <br />REC NO: 8103180211 <br />G524.52 o �� TC. 525.80 <br />AFL: 525.30 <br />8 <br />TC: 525.84 �\ <br />\ \ AFL: 525.33 <br />TC: 525.71 <br />FL: 525.21 <br />\ <br />\\ r \ <br />ENDSAWCUT <br />_END CURB <br />N:344686.2946 <br />E:1290061.3643 <br />EX. 5.0' <br />SIDEWALK <br />END SAWCUT <br />BEGIN CURB <br />N:344719.001 <br />CONSTRUCTION NOTES <br />EINSTALL <br />6' CONCRETE SIDEWALK ADJACENT TO CURB PER COE STD DTL. <br />312. CONNECT TO EXISTING SIDEWALK AT 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 />NORTH AND SOUTH SIDE. <br />6� <br />INSTALL TYPE-1 DRIVEWAY ENTRANCE PER COE STD DTL 315. WIDTH=40'. <br />W <br />z <br />J <br />7� <br />ADJUST SSMH RIM TO NEW FINISHED PAVEMENT GRADE. <br />8� <br />INSTALL CONCRETE CURB AND GUTTER PER COE STD DTL 307. <br />X <br />4.5' W <br />El <br />INSTALL 450' OF 8" WIDE THERMOPLASTIC STRIPING FOR TURN LANE. <br />10 <br />E <br />REMOVE EXISTING CATCH BASIN, PLUG PIPE IN PLACE. <br />11 <br />E <br />INSTALL TYPE 2SL LEFT TURN ARROW PER WSDOT STD PLAN M-24.40-02 <br />.---_--_- <br />12 <br />INSTALL TYPE 6SR RIGHT MERGE ARROW PER WSDOT STD PLAN M-24.40-02 <br />13 <br />SAWCUT EX. PAVEMENT ADJACENT TO EX LANE STRIPING. EX LANE <br />STRIPING TO REMAIN. <br />END SIDEWALK <br />N:344610.2339 <br />E:1290147.5851 <br />LEGEND <br />PROPOSED PAVEMENT <br />LEFT TURN ARROW <br />RIGHT MERGE ARROW <br />[uCo <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 10/22/2024 <br />Permit Inspector <br />...... _ <br />/ v;: <br />\ ` 1 <br />I <br />\ L <br />EX. DRIVE <br />ENTRANCE AT <br />LIGHTED INTERSECTION <br />o a <br />0 <br />DAVID EVANS <br />ANDASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />LU <br />Z <br />LU <br />U0 <br />J Z_ <br />0 <br />LU <br />0 <br />OD <br />U <br />>_W <br />w <br />r <br />CZ <br />G <br />/ <br />I.L <br />aW <br />2U <br />i <br />H <br />oa <br />J <br />� <br />; <br />J <br />J <br />U) <br />J <br />oa <br />m <br />J <br />� <br />a <br />a <br />I- <br />WLU <br />LU <br />w <br />w <br />U_ <br />0 <br />U <br />W <br />Q <br />U) <br />z z <br />O <br />m � <br />0 W <br />W w <br />> Q <br />W <br />110 . . . . . . <br />RECORD <br />DRAWINGS <br />CHECKED BY:BCJ <br />DESIGNED BY: AC <br />DRAWN BY: JPCL <br />FIRST SUBMITTAL DATE: 09/26/2 <br />PROJECT NO. <br />SCALE 281200000004 <br />50 0 25 50 100 <br />SHEET NO. <br />( FEET) RECORD DRAWINGS ■ 0 <br />1 INCH = 50 FT. DATE: 09-26-2024 <br />