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I E6I=ND <br />O SURVEY MARKER, RECOVER.® A5 NOTED, V151TW JAN, 2006 <br />0 SURVEY MONUMENT, RECOVERED A5 NOTED, VI51TEV VAN, 2006 <br />• SET 5/5' RESAR AND GAP STAMPED '1-5 2606-T' <br />20 O 20 <br />Sr,alo 1" = 20' <br />OF BL00 667 q9 PAgS, <br />PLAT A•F.NLOT 9 <br />EXISTING <br />HOUSE <br />f' IRON PIPE IN ASPHALT <br />WITH WOOD PLUG AND NAIL., <br />P0517ION <br />Iq3 SQrv�FT. <br />^ND 3 INDEX MAF <br />I26COVE2Ev . <br />4'X4' CONCRETE NY7M17$TI{ <br />YV 5RAS5-DISK <br />STAMPED -'LS i44g0' ! 1 <br />0.4' DEEP IN IRON CASE <br />RECOVERED <br />I 1` PINCHED <br />IRON PIPE <br />C ACEPTED <br />SECTION 14, TWP. 26 N., R6E. 04 E., W.M. -- POSITION <br />LOT 11 '• PI11 BELOH 6RA+tED IRON DEDE LQT 17 I I <br />LOT }0 / { { ACCEPTED POSITION �) <br />N <br />\ I EAT 12 { LOT 73 { LOT 14 <br />/ TT-- — --- — 160.14' — — 1 2g2.04' I pZ <br />/ } 452.15' 18 <br />7 <br />951'H PLACE S.W. <br />_ N 6q'52O4' W _ _ _ A 520.04' <br />125 42' W r — iJ 3q+62' �! <br />Q F;D' IFrT aaMa. K rn <br />N �iAy P� BUILDING SET S 1 `I NORTH RIM OF SANITARY 5r MANHOLE, <br />i BACK LINE ELEVATION = 53g.4q' FEET, NA.VDbb. <br />lQ BASED ON A5-EIUILT5 PROVIDED BY <br />j zi V.Ul �RZ050111,►�' <br />itr qI �• � • I "I"" <br />I'� - - 'I • rr. <br />A RES l F,)ENTl AL GUNDOM I l�l I UM <br />A PORTION OF; S.W. 1/4 OF THE 5.E. 1/4, <br />SECTION 14, TOH45HIP 2a NORTH, RANCyE 4 EA5T, W.M., <br />5NOHOM15H COUNTY, HAS441N65TON <br />pLATgOFN TRACTS, <br />IN10 10�T918g46 <br />FIELD PROCEDURES AND lbanA 2WATION <br />WAG 332-I301 FIELD TRAVERSE STANDARDS FOR LAND BOUNDARY SURVEYS, TH15 LAID BOUNDARY <br />SURVEY WAS CONDUCTED U51NG FIELD TRAVERSE TECHNIQUES INCORPORATING DIRECT, INDIRECT AND <br />INVERSE MEASUREMENTS THAT MEET THE MINIMUM STANDARDS OF LINEAR AND AN6ULAR CLOSURES AS SET <br />FORTH WAG 352-130-040. <br />WAG 532-00-100 EQIUIPMENT AND PROCEDURES, THE EQUIPMENT THAT WAS USED TO CONDUCT THIS LAND <br />BOUNDARY SURVEY INCLUDED A COMBINATION OF TOTAL STATION POSITIONING SYSTEM ASP) AND 6LOBAL <br />PO5ITIONIN6 SYSTEM (6PS). BASED ON MANUFACTUREZ5 SPECIFICATIONS THE T5P STANDARD LINEAR <br />ACCURACY 15 2MM+2 PI AND TSP STANDARD ANGULAR ACCURACY 6 3 SECONDS. BASED ON <br />MAKFAGTUREIR5 SPECIFICATIONS THE STATIC SURVEY ACCURACY OF THE 6P5 SYSTEM HAS A HORIZONTAL <br />ACCURACY OF 5MM411PPM'BASELINE L.EN6TH) AND AN AZIMUTH AC.GIJRAGY OF I ARC SECOND + (SIBASELINE <br />L ENSITH IN KM). <br />r r.' ~ yr I♦ I �♦ i ♦'� <br />rr. <br />— �-`_4m <br />(TYPIGALJ 8 <br />z� <br />1/2' IRON PIPE <br />OR BELOW GRADE <br />13' NORTH OF CALGILLATED <br />POSITION, ON LINE <br />LM <br />6 6A 3 65 <br />-T 7A4-0 <br />a 5A a eB <br />— MUKILTEO WATER DISTRICT <br />{ I <br />EXISTING <br />HOUSE <br />LOT 5 <br />z <br />ICOTH STREET 5.W. I 1 <br />RECOVERED <br />4'X4' CONCRETE MONUMENT <br />Wins BRA66 DISK <br />AND PUNCH MARK, <br />03' DEEP IN IRON CASE <br />Lr=(9AL DE5GRIPTION <br />LOT 6, LOT'7AND LOT♦• PARK,rWr IM FLAT THEREOF <br />-r - <br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HIN6TON <br />(L.E6AL DESCRIPTION FROM POLICY OF TITLE INSURANCE-, STEWART TITLE GUARANTY <br />COMPANY, POLICY NUMBER 634&2g43, DATED FEBRUARY q, 2006) <br />(LEGAL DESCRIPTION FROM POLICY OF TITLE INSURANCE, nGOR TITLE COMPANY, <br />POLICY NUMBER O-ggg5-5661066, DATED JANUARY 26, 2006J <br />A.F.N. .'R--- REV 05 V5W 01, <br />