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BLACK HORSE AT WHISKEY CREEK - PHASE 2 <br />A PLAT COMMUNITY <br />A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. LP-06-000 <br />LPF-23-0000404 <br />FOUND 3" BRASS CAP IN CONCRETE, KITTITAS COUNTY, WASHINGTON <br />WITH PUNCH MARK, DOWN 0.9', ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18• 27081-1022 <br />STAMPED: ��$ 6 o N 89'16'42" E 2628.08' ESM) - <br />N R16 / n w 2628.40'�R2) \ <br />N 89'16'42` E 1314.04' ;� - <br />1/4S27 22j 1274,04' (ESM) 1274.23 (R7) �� �� N 89'16'42" E 1314.04' - �22 23 <br />?007. 35.00' (ESM) - - BOWERS ROAD_ (VARIED COUNTYY R/W- PAVED) - •� 27 26 <br />35.00' ESM 1367.37 (R3) 1367.15' (ESM MON. TO MON.) \ N 00'31'390 W <br />HELD FOR NORTH QUARTER CORNER / ��80.00' (ESM) <br />SECTION 27 AND CENTERLINE OF TRACT A TRACT H 80.00' (R1) <br />REECER CREEK ROAD TRACT Z-1 PARCEL 1 <br />(NOVEMBER 2012) FOUND <br />8193 W 0 1 <br />0N N ODWITH CAP <br />570477 P SURVEY SEARCHED FOR AND DID NOT <br />FIND O IRON PIPE. CALCULATED <br />FOUND 2" BRASS CAP IN CONCRETE, DOWN 1.2', � fS ON0 qAN � � � 620/PG28 POSITION FOR SECTION CORNER <br />IN CASE. CAP NOT PUNCHED, USED CENTER OF z " Pik 'C 0 Dq1 FL TRACTZ-6 PER (R2) <br />CAP. (FOUND NOVEMBER 2012) cn z 06 9 ` OL OUP (50 <br />S 0.7' E 0.0' OF CALCULATED CENTERLINE AT 35 "j-4O\ 962$ES�� O�GI\q i� tg0 C4pVEoi R/ly COUNT �Q FOUND 3/4" REBAR AND 2" ALUMINUM <br />FEET SOUTH OF THE NORTH LINE OF THE NE p P o a ��-� LOG O W� PAVf G�� FOUND REBAR AND CAP CAP STAMPED: HUIBREGTSE LOUMAN <br />/ ( ) w N tR 9p a J RI \ I L O) �QP�Je JQI "LS 18092 NELSON" <br />1 4. NOVEMBER 2012 w ASSOC. LS 33132", DOWN 0.5', IN <br />m mmn - N � SHEET \ j \ TR� T J `h7/ GOQ\ ON LINE CASE (NOVEMBER PARCEL 2 NORTH OF LINE E THE NE 1/4 <br />/0 F THE <br />Q <br />SITE SPECIFIC BASIS OF BEARINGS: <br />WEST LINE OF THE NE 1/4 AS MEASURED FROM <br />FOUND MONUMENT MARKING THE CENTER OF SECTION <br />TO FOUND N 1/4 CORNER: <br />N 00'15'12" W 2638.48' (ESM) 2638.62' (R2) <br />40' <br />a m, <br />v n <br />n m <br />o 31 <br />z n <br />m <br />I � <br />D O� <br /><y <br />v pl <br />I' <br />CENTERLINE OF RIGHT OF WAY USING DATA PER - <br />(R4) AND FOUND N 1/4 AND S 1/4 CORNERS: <br />N 00'02'31" E 2390.89' (ESM) 2390.89' (R4) <br />I1 <br />I <br />FOUND 3" BRASS CAP IN CONCRETE ` <br />MONUMENT STAMPED: "KITTITAS COUNTY d <br />PUBLIC WORKS 42+66.29', WITH PUNCH, b6 S 4) <br />DOWN 0.9% IN CASE. (NOVEMBER 2012) ,80�61F' <br />NOXW 1.1' <br />CENTERLINE OF RIGHT OF WAY — TO INTERSECTION: <br />N 00'33'30" W 247.57' (ESM) <br />247.89' (R4) <br />N 00'15'11' W 2637.86' (FOUND SOUTH 1/4 <br />CORNER TO FOUND CENTER OF SECTION) <br />27 <br />FOUND RAILROAD --+► <br />SPIKE WITH X" 34 <br />(JANUARY 2006) <br />BASIS OF BEARINGS: <br />WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD <br />03/91. PROJECT IS REFERENCED VIA CPS 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 />a <br />Z-2 <br />SHEET 8 OF 15 <br />SHEET 7 OF 15 <br />A <br />O <br />O <br />TRACT <br />G <br />1 <br />I <br />i <br />TRACT <br />LON <br />TRACT Z-5 <br />N <br />6 <br />TRACT I <br />11 OF 1 <br />29TH AVENUE (VARIED COUNTY R/W- PAVED) SHEET 12 OF 15 <br />a ' <br />9a = TRACT D <br />meo <br />mm <br />v <br />TRACT Z-7 D <br />D <br />N D <br />CD IN <br />SHEET 6 OF 15 <br />N <br />� I <br />D <br />D <br />***TRACT D <br />SURVEY INSTRUMENTATION <br />SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY <br />UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: <br />10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS <br />AS REQUIRED BY WAC-332-130-100 <br />THREE DUAL FREQUENCY SURVEY GRADE CPS UNITS UTILIZING RAPID <br />STATIC AND POST PROCESSING TECHNIQUES <br />PROCEDURE USED : FIELD TRAVERSE AND CPS WITH ACCURACY MEETING <br />OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 <br />DWG NAME : ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-04.DWG <br />ilyco <br />0' <br />G <br />A9N� o <br />TRACT EOJ o S <br />SHEET 5 OF 15 cI x <br />Z <br />TRACT P <br />TRACT 0 <br />o <br />ROUN �I m <br />(so, DRIVfUP <br />Rey COIN I o <br />aAV f D,Y c I D <br />BENDER R0AiY <br />(VARIED COUNTY R/W- PAVED) <br />'*%% pk.. <br />TRACT Z-9 <br />SHEET 13 OF 15 <br />8`PilJA <br />' <br />4 QP <br />�1 <br />TRACT F <br />SHEET 14 OF 15 <br />SURVEY f570477 <br />8201PG28 Y1 <br />OWNER OF PARCELS 1 AND 2: <br />BR4DLEY CAMPBELL <br />1090 W. BOWERS ROAD <br />ELLENSBURG, WA 98926 <br />\-FOUND REBAR AND CAP <br />LS 18092 NELSON" <br />D E 0.2' OF LINE <br />C <br />TRACT M <br />Z <br />SCALE: 1 " = 200' <br />Oo <br />�vpn <br />Z cN y <br />200' 100' 0 200' 400' <br />Lo <br />Cz <br />=o, <br />LEGEND <br />N <br />N <br />v A a <br />(D FOUND MONUMENT AS NOTED <br />D <br />0 <br />�Q �U ?Qv <br />N o ' <br />O FOUND CORNER AS NOTED <br />n <br />mm <br />_ , <br />A DELTA <br />R RADIUS <br />L LENGTH <br />(R1) QUIT CLAIM DEED TO KITTITAS COUNTY <br />RECORDED UNDER AUDITOR'S FILE NO. <br />200503010021 <br />(R2) RECORD OF SURVEY RECORDED UNDER <br />AUDITOR'S FILE NO. 570427 <br />(R3) PLANS ENTITLED "KITTITAS COUNTY - AIRPORT <br />ACCESS IMPROVEMENTS BOWERS ROAD <br />EXTENSION - RIGHT-OF-WAY ACQUISITION <br />PLAN" (2003-2004) SHEET DATES VARY <br />(R4) PLANS ENTITLED "KITTITAS COUNTY - REECER <br />CREEK ROAD RECONSTRUCTION - <br />RIGHT-OF-WAY PLANS" (DATED MAY, 2001) <br />AND CALCULATION SHEET FROM COUNTY ROAD <br />FILE <br />P z (pY, <br />9 <br />d �R�'dB <br />E w 00 2Jar7SS, <br />5o cQPP oI o w 49 <br />RIl- c C <br />TRACT N TRACT Z-11 O <br />1326.71' 1326.71' <br />N 8959'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) <br />2653.38' (R2) <br />N 89'59'48' W 2664.43' (CENTERLINE INTERSECTION TO FOUND EAST 1/4 CORNER) <br />FOUND 3" BRASS CAP IN CONCRETE, <br />DOWN 0.8', STAMPED: "C 1/4 S 27 <br />T18N R18E COUNTY OF KITTITAS <br />SURVEY MONUMENT". NO PUNCH <br />MARK, USED CENTER OF CAP. <br />(NOVEMBER 2012) <br />HELD MONUMENT FOR CENTER OF <br />SECTION <br />CENTERLINE INTERSECTION IS <br />N 89-59'48' W 11.01' (ESM) <br />11.00' (R3) <br />6 <br />SEE ABOVE FOR <br />DESCRIPTION <br />�FOUND RAILROAD SPIKE <br />(NOVEMBER 2012) <br />