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BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />A PLAT COMMUNITY <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. LP -06-00022 <br />LPF-21 - 0001 1 <br />KITTITAS COUNTY � WASHINGTON "LS 18092" N 0.3' W 0.1 ' FOUND IRAN ROD WITH GAP <br />� <br />FOUND 3" BRASS CAP IN CONCRETE, MAP NUMBER 18-18-27010-0002 N 89°16' " 42 E 2628.08' ESM <br />WITH PUNCH MARK, DOWN 0.9', ASSESSOR PARCEL NUMBER 431033/MAP ( ) — <br />STAMPED:26°28'22" ick 0 2628.40'(R2) <br />`,� R7�F N 89°1 6'42" (R1)=(ESM) E 1314.04' 0 _ <br />S22n�_ <br />1 /4 S27 22 1274.04' (ESM) 1274.23 (R 1) i - N 89° 1 6'42" E 1314.04' X22 23 <br />BOWERS ROADN 00° <br />35.00' (ESM) 27 _ _ A _ �I� m 27 26 <br />31'39" W <br />2002 <br />35.00' <br />(R3) <br />HELD FOR NORTH QUARTER CORNER <br />145 <br />/ <br />SECTION 27 AND CENTERLINE OF <br />144 <br />199 215 <br />REECER CREEK ROAD <br />zN <br />m <br />200 <br />214 <br />(NOVEMBER 2012) <br />1423 <br />201 <br />FOUND 2" BRASS CAP IN CONCRETE, <br />DOWN 1.2', <br />I <br />IN CASE. CAP NOT PUNCHED, USED <br />CENTER OF <br />z <br />CAP. (FOUND NOVEMBER 2012) <br />140 <br />203 212 <br />S 0.7' E 0.0' OF CALCULATED CENTERLINE <br />AT 35z <br />204 211 <br />FEET SOUTH OF THE NORTH LINE OF <br />THE NE <br />m ° o <br />1/4. (NOVEMBER 2012) <br />137 <br />w w U <br />o <br />POINT 140' FROM THE NORTH LINE OF THE <br />NE <br />m cn <br />1/4 AS MEASURED ALONG THE EASTERLY <br />MARGIN <br />207 208 <br />OF REECER CREEK ROAD (R1)=(ESM) <br />° � <br />SHEET 7 OF 15 <br />ml <br />oI <br />m <br />m <br />n <br />m <br />IT! <br />O <br />I <br />I <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 />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 />40' - I <br />N 35'44'09" W <br />17.10' (ESM) <br />1367.37 (R3) 1367.15' (ESM MON. TO MON.) <br />_ 7N26*30'53" <br />RACT A/ N 89'16'42" E 1244.76' (ESM) <br />/ TRACT Z-1 1244.61 (R1) <br />'(E ERe..'(ESM) 67.30�R1 ,up <br />D <br />f SHEET 9 OF 15 <br />ftft► <br />(TRACT Z-2 <br />I <br />TRACT <br />Z-3 <br />SHEET 8 OF 15 <br />—TRACT A <br />rn <br />3" BRASS CAP IN CONCRETE ---- <br />198 216 <br />v <br />145 <br />PUBLIC <br />WORKS 42+66.29", WITH PUNCH, <br />144 <br />199 215 <br />0.9', IN CASE. (NOVEMBER 2012) <br />' <br />zN <br />m <br />200 <br />214 <br />� <br />1423 <br />201 <br />0 <br />141 <br />202 213 <br />TO INTERSECTION: <br />TRACT L -� <br />\o <br />D <br />140 <br />203 212 <br />247.89' (R4) <br />139 <br />204 211 <br />SEE SHEET 4 FOR ADDITIONAL <br />138 <br />00 <br />205 <br />210 <br />INFORMATION RELATED TO THE <br />137 <br />Q) <br />BOUNDARY <br />136 m p 206 <br />209 <br />" <br />z v <br />FOUND CORNER AS NOTED <br />207 208 <br />° � <br />SHEET 7 OF 15 <br />m zI Im <br />.000 <br />TRACT Z-7 <br />D <br />n41 <br />0000, 0� TRAIT D <br />2125.25' S. OF NORTH LINE OF NE 1/4 --` I �L_ 0 <br />30' <br />FOUND <br />3" BRASS CAP IN CONCRETE ---- <br />30 <br />MONUMENT STAMPED: "KITTITAS COUNTY <br />o <br />PUBLIC <br />WORKS 42+66.29", WITH PUNCH, <br />S� �1 <br />DOWN <br />0.9', IN CASE. (NOVEMBER 2012) <br />' <br />zN <br />m <br />N 0.1' <br />W 1 .1 <br />o0 <br />I <br />o iv <br />CENTERLINE OF RIGHT OF WAY <br />------ <br />SHEET 6 OF 15 <br />TO INTERSECTION: <br />TRACT L -� <br />\o <br />N 00°33'30" W 247.57' (ESM) <br />I <br />247.89' (R4) <br />0 <br />SEE SHEET 4 FOR ADDITIONAL <br />LEGEND <br />INFORMATION RELATED TO THE <br />cn <br />Q) <br />BOUNDARY <br />N 00°15'11' W 2637.86' (FOUND SOUTH 1/4 <br />CORNER TO FOUND CENTER OF SECTION) <br />�l <br />I <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 />83/91. PROJECT IS 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 />TRACT <br />G <br />I <br />I <br />fCT G <br />29TH AVENUE <br />I <br />TRACT D <br />1 <br />TRACT Z-7 \ ;TZs_ <br />TRACT Z-6 <br />TRACT J <br />SHEET 10 OF 15 <br />TRACT <br />Z-4 1 <br />TRACT Z-5 <br />TRACT <br />_� >80.00' (ESM) <br />TRACT H 80.00' (RI) <br />PARCEL 7 SEARCHED FOR AND DID NOT <br />SURVEY #570477 FIND 1 " IRON PIPE. CALCULATED <br />B201PG28 POSITION FOR SECTION CORNER <br />PER (R2) <br />FOUND 3/4" REBAR AND 2" ALUMINUM <br />FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN <br />"LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN <br />ON LINE CASE (NOVEMBER 2012) <br />S 0.4' OF LINE 35' SOUTH OF THE <br />PARCEL 2 NORTH LINE OF THE NE 1/4 <br />SURVEY #570477 <br />B201PG28 n <br />344 n <br />256 z 277 296 345 = <br />255 p SHEET 11 OF 15 346 <br />254 z 279 294 347 <br />253 r-, 280 293 348 <br />252 281 292 349 <br />251 282 291 350 <br />250 283 290 351 <br />249 284 289 O y 352 <br />248 285 288 <G) 353 <br />247 286 287 m 354 <br />SHEET 12 OF 15 <br />7-10V <br />D <br />n <br />N TRACT Z-9 <br />L <br />SHEET 13 OF 15 <br />N z <br />mo TRACT E <br />0 <br />o \ W W TRACT F <br />SHEET 5 OF 15 �I <br />�m m SHEET 14 OF 15 <br />D 0 <br />N 00'12'01" W ROV p m G�EP <br />134.97'(ESM) ©R/�°gyp v��oa��E <br />N 00'36'08" W <br />34.88'(ESM) TRACT P TRACT N I <br />TR. O 1- TRACT Z-11 <br />_ _N 89'59 48 W 1260.83 ESM _ <br />BENDER ROAD <br />CURVE TANGENT AT <br />OWNER OF PARCELS i AND 2. <br />BRADLEY CAMPBELL <br />7090 W BOWERS ROAD <br />ELLENSBURG. WA 98926 <br />FOUND REBAR AND CAP <br />"LS 18092 NELSON" <br />E 0.2' OF LINE <br />z <br />n <br />N � <br />� <br />o <br />D <br />n <br />O� <br />I <br />r N <br />� <br />zN <br />m <br />N <br />cn <br />o0 <br />I <br />o iv <br />200' 100' 0 200' 400' <br />"' <br />SHEET 6 OF 15 <br />z <br />I <br />\o <br />I <br />z <br />0 <br />=oma <br />LEGEND <br />lo� <br />cn <br />TRACT Z-7 \ ;TZs_ <br />TRACT Z-6 <br />TRACT J <br />SHEET 10 OF 15 <br />TRACT <br />Z-4 1 <br />TRACT Z-5 <br />TRACT <br />_� >80.00' (ESM) <br />TRACT H 80.00' (RI) <br />PARCEL 7 SEARCHED FOR AND DID NOT <br />SURVEY #570477 FIND 1 " IRON PIPE. CALCULATED <br />B201PG28 POSITION FOR SECTION CORNER <br />PER (R2) <br />FOUND 3/4" REBAR AND 2" ALUMINUM <br />FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN <br />"LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN <br />ON LINE CASE (NOVEMBER 2012) <br />S 0.4' OF LINE 35' SOUTH OF THE <br />PARCEL 2 NORTH LINE OF THE NE 1/4 <br />SURVEY #570477 <br />B201PG28 n <br />344 n <br />256 z 277 296 345 = <br />255 p SHEET 11 OF 15 346 <br />254 z 279 294 347 <br />253 r-, 280 293 348 <br />252 281 292 349 <br />251 282 291 350 <br />250 283 290 351 <br />249 284 289 O y 352 <br />248 285 288 <G) 353 <br />247 286 287 m 354 <br />SHEET 12 OF 15 <br />7-10V <br />D <br />n <br />N TRACT Z-9 <br />L <br />SHEET 13 OF 15 <br />N z <br />mo TRACT E <br />0 <br />o \ W W TRACT F <br />SHEET 5 OF 15 �I <br />�m m SHEET 14 OF 15 <br />D 0 <br />N 00'12'01" W ROV p m G�EP <br />134.97'(ESM) ©R/�°gyp v��oa��E <br />N 00'36'08" W <br />34.88'(ESM) TRACT P TRACT N I <br />TR. O 1- TRACT Z-11 <br />_ _N 89'59 48 W 1260.83 ESM _ <br />BENDER ROAD <br />CURVE TANGENT AT <br />OWNER OF PARCELS i AND 2. <br />BRADLEY CAMPBELL <br />7090 W BOWERS ROAD <br />ELLENSBURG. WA 98926 <br />FOUND REBAR AND CAP <br />"LS 18092 NELSON" <br />E 0.2' OF LINE <br />7) <br />D <br />z <br />n <br />N � <br />SCALE: 1 " = 200' <br />o <br />o <br />n <br />O� <br />W <br />' : ZR <br />Coz <br />Z <br />200' 100' 0 200' 400' <br />� C <br />=oma <br />LEGEND <br />lo� <br />cn <br />Q) <br />® FOUND MONUMENT AS NOTED <br />cn <br />co <br />" <br />z v <br />FOUND CORNER AS NOTED <br />° � <br />m <br />) <br />4 DELTA <br />1 <br />03 <br />R RADIUS <br />7) <br />D <br />n <br />N � <br />��� <br />o <br />Coz <br />TRACT M <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 ACQUISTION <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 />CD <br />w o SFS S <br />O c,� �J , <br />c� 6- <br />0 O C_, <br />THIS POINT 1326.71' 1326.71 <br />�p=89'23'40" N 89'59'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) <br />R=48.20' 2653.38' (R2) <br />L=75.20' 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 RECORDING C ERT <br />N 89°59'48' W 11.01' (ESM) FILED FOR RECORD AT THE REQUEST C <br />11.00' (R3) <br />Ti nc� r�nv nr <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 GPS UNITS UTILIZING RAPID <br />STATIC AND POST PROCESSING TECHNIQUES <br />PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING <br />OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090 <br />DWG NAME ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-04.DWG <br />22 23 SEE ABOVE FOR <br />DESCRIPTION <br />27 26 <br />FOUND RAILROAD SPIKE <br />(NOVEMBER 2012) <br />27 26 <br />