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NCADIA <br />, .. --f <br />A =10 OF SE 139 T. 20 �" ., R. 14 E. ��{ SECTION X ', Z%d N, � 15 F., W.M. <br />KITTIT S COUNTY, WASHINGTON <br />2" Disc IN CONCRETE ASSESSOR MAP NUMBERS 20-14-13050-0081, 20-14-13050-0094, 20-14-13050-0005 AND 20-14-13050-009 <br />IN 3" PVC PIPE <br />12 i <br />13� <br />ii <br />N 88'54'05" W 2658.19' <br />(WH)=(G)=(ESM) <br />TRACT <br />OS -15 <br />2 <br />r <br />1-1/2" ALUMINUM <br />CAP STAMPED: "OHARE <br />9606" ON REBAR <br />/�LA i of <br />'SUNCADIA PHASE 2 <br />DIVISION 2 " <br />A. F. NO. 20 <br />N 88'49'39" W <br />(WH)=(G)=(E <br />TRACT <br />Z-3 <br />TRACT <br />Z-2 <br />N 88'39'54" W 2719.55' <br />PLAT OF \ (WH)=(ESM-C) <br />'SUNCADIA PHASE 3 <br />DIVISIONS 1 TO 5 (TUMBLE CREEK) " <br />A.F. NO. 200410080054 <br />(WH) BEARING AND/OR DISTANCE IS BASED UPON THE FIELD LOCATION OF THE <br />FOUND CORNER AND THE COORDINATE POSITION ESTABLISHED BY W&H <br />PACIFIC FOR MOUNTAINSTAR IN 2002. <br />(G) BEARING AND/OR DISTANCE FROM THE PLAT OF SUNCADIA PHASE 2 <br />DIVISION 2 BY GOLDSMITH & ASSOCIATES AS RECORDED UNDER <br />AUDITOR'S FILE NO. 200609280020. <br />(ESM) BEARING AND/OR DISTANCE IS BASED UPON THE FIELD LOCATION OF <br />THE FOUND CORNER AND/OR THE COORDINATE POSITION ESTABLISHED BY <br />W&H PACIFIC FOR MOUNTAINSTAR IN 2002. ESM LOCATED THE <br />EXISTING CORNERS AS SHOWN IN 2003. ESM CONCURRED WITH THE <br />COORDINATE POSITION ESTABLISHED BY W&H PACIFIC AND ACCEPTED <br />THEIR POSITION. <br />W&H PACIFIC FIELD LOCATED THE CORNER FOUND AT THIS LOCATION <br />IN 2002. ESM ACCEPTED THEIR POSITION. <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\998\812\020\SURVEY PLOTS\P2D6-FP-02.DWG <br />12 7 <br />: <br />13 18 <br />12" X 12" CONCRETE <br />MONUMENT WITH <br />I <br />BRASS DISC AND <br />PUNCH, 1.0' ABOVE <br />GROUND <br />I 8" X 8" CONCRETE <br />MONUMENT WITH <br />/ BRASS PIN <br />J3' 8 <br />PLAT OF <br />:SUNCADIA PHASE 2 — <br />DI VISION 2"A � <br />A.F. NO. 200609280020 <br />\ --j _ <br />w <br />u <br />3 <br />in <br />Iq <br />00 <br />Ln <br />N <br />w <br />6 <br />Ln <br />0 <br />0 <br />z <br />V) V) <br />w <br />w w <br />0 0 <br />13 18 <br />/24 19 <br />TRACT <br />OS -15 <br />TRACT Z-6 <br />:ti <br />UNPLA TTED <br />LPF-21 -000 L <br />10" X 10" CONCRETE <br />MONUMENT WITH <br />BRASS PIN <br />BASIS OF BEARINGS: <br />N 89'51'17" W 5129.32' (WH)=(G)=(ESM) <br />N 89'51'17" W 2495.70' <br />Lu" )=(ESM) <br />PLA T OF "THE CABINS <br />T THE FARM — SUNCADIA — <br />PHASE 2 DIVISION 4" <br />A. F. NO. 202011050076 <br />18 817 <br />TRACT I Z-3 <br />"RIVER RIL <br />--/ PHASE <br />A. F. NG <br />N 8 <br />I <br />WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD <br />83/91. PROJECT 1S REFERENCED VIA GPS TO NGS CONTROL POINTS <br />"EASTON" (PID SX0662) AND "U358" (PID SX0459). <br />THE DISTANCES SHOWN HEREIN ARE GROUND DISTANCES. TO CONVERT <br />TO GRID DISTANCES, MULTIPLY BY A COMBINED AVERAGE SCALE <br />FACTOR OF 0.999870387. <br />SURVEY INSTRUMENTATION <br />SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT <br />UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: <br />FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE <br />SYSTEM (GNSS) <br />ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON PS -103A, <br />LEICA TCRA 1105 PLUS, TRIMBLE S5. <br />TRIMBLE R8, TOPCON GR -5 a <br />GNSS EQUIPMENT. <br />FARO FOCUS S350 LASER SCANNER. <br />PROCEDURE USED : FIELD TRAVERSE <br />WORK COMPLIES WITH CURRENT STANDARDS <br />AS OUTLINED IN WAC -332-130-070, —080 <br />AND —090. ALL INSTRUMENTS MAINTAINED <br />TO MANUFACTURER'S SPECIFICATIONS AS <br />REQUIRED BY WAC -332-130-100. <br />TRACT <br />NF -2 <br />24 <br />