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SHEET 4 OF 7 <br />Na .00,21"w (R) 2s47.95 29 218 <br />32 33 <br />i i f <br />w - � <br />f P+i I <br />- ,..,. � \ , - - - - - i <br />r �\ N <br />N89'00'3 1(R) 2643.51 <br />PHASE 1 <br />i ll i i <br />oi <br />cn <br />rt � <br />� r <br />i 1319 t i (r NO I V29"E <br />t7.6.02 + r 1319.54 3S <br />n N89VO.'53"W 2539---______ 33 <br />PHASE 3 rr <br />I` // , r <br />E <br />f f <br />, <br />-- -- -- ._. N88'51�) 2634.s3-a <br />I co <br />i <br />f f <br />C <br />i <br />. i <br />1V88.41'17� *W (R) 2630.00 3 <br />5 --- ---------- - .. <br />N88'41'17"Wj <br />(R) 66.16 <br />BOUNDARY LINE ADJUSTMENT AND RECORD OF SURVEY FOR THE CITY OF EVERETT PUBLIC WORKS <br />DEPARTMENT RECORDED APRIL 8TH, 2008, RECORDED UNDER AUDITOR'S FILE NUMBER <br />" " On" 200804085006, RECORDS OF SNOHOMISH COUNTY, WA. <br />SCALE: <br />0 250' S00' 1000' <br />ALL DISTANCES. SHOWN ON THIS SURVEY ARE GROUND DISTANCES. TO CONVERT DISTANCES TO <br />STATE PLANE, SCALF BY THE PROTECT COMBINED FACTOR OF 0,999948358. BEARINGS ARE BASED <br />ON WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD. 83/91), BASED ON GPS <br />SEMON BIMMM OBSERVATIONS FROM CITY OF EVIERETT PRIMARY CONTROL POINTS E077, E125 AND E126. <br />AW <br />�, WV <br />-A Ipg" oR C-7 <br />