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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. <br />KITTITAS COUNTY, WASHINGTON <br />PARCEL 2 SURREY570477 ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 <br />570477 <br />B20 <br />8201PG28 PARCEL 4 SURVEY 1570477 620IP28 PARCEOWNER R OE ONE KINMAN /P28 <br />OWNER : BRADLEY CAMPB£LL OWNER : OENONE KINMAN 1113 W. BENDER ROAD <br />1090 W. BOWERS ROAD 1113 W. BENDER ROAD N 00'31'39" W 1320.66' fLLfNSBURG, WA 98926 <br />F11FALSRURc. WA .98926 ELLENSBURG, WA 98926 <br />LP-06-00022 <br />LPF-23-00004 <br />v7 <br />-\- <br />- - - - - - - - - - - - - - - - - - - - - - - - <br />EAST LINE OF THEW 1/2 OF THE NE 1/4 <br />INGRESS AND EGRESS <br />TRACT H NO.EMENT 466 8- A.F._ <br />AAA <br />N 05'05'41" W N O 8193' E N 0 3927" E N 1p'29'S2" E i 350 351 <br />47.39 <br />47.39' N <br />o, _ 50,35307" E 349 <br />348 <br />� - 1 <br />co w 3 ` _ <br />LID o a N S 340 0 341 0 •3 3 0 347 - <br />T 338 p, 0339 o o � g 342lt�o h 343 3 3 346 - 10 <br />0 m a 345 UL <br />o o <br />�10 Z n N n <br />Z z h <br />- L_39.Oi L_48_52_ L=39.0Y `q n R�4O� �D_174.91' <br />m �25 Og 12 1 - tti <br />r ._ p=q•48'25" p=5'58'43" d=4.48'25" _ 4 39.01' l 7 .44' v ro .-• �� � <br />d= S <br />�` p_4T0501" R=465.00' L=38212' 4g25" d=, 4.11, <br />N _ - <br />cn ----- <br />W o-p�2'56.25" L�F06,55' R d=7-W " <br />R-440.00' -�- 75.p0• 33 <br />N 1=46.75' <br />p_103'54'O6" R=415.00' L=752.57' -4 � - D i / <br />0 3� <br />W d=39'S2'20" R�+00.00' L=276• <br />W p_8'19'06" _=6'so'183_ d=6'S0'17" d=WRANGLER (50' COUNTY RW-PAVED) 291 <br />T <br />60.25' L=49.53' C22 W R <br />292 - L= L=49.53• C23 25.00' L=109.08' <br />z y ^ 4=5.133_27" 5=6'26'59' _ _ O <br />p w o 3 .� �L=3a75' - L-47.94' - A - 293 N <br />00 } 302 N g 301 300 o N 3 294 T <br />- N o ' 3 ; 296 295 R 5� 0 - - H <br />303 o m a E _ W <br />z ^ 2990 � 298 6 0 S E 1 W <br />O N 297 0 1/ <br />ND5'27'30"W Z a r �O P�P��2 �i <br />45.69' N13•?3'2 m TRACT l g�G �5 1a s U) <br />i 41.72• E Nos•os' Z AAA - of GR, ?N 282 W <br />17.44' 37.57' 40"E N 03'10'30" E - <br />28 25' 37,57' 47,85' - <br />�j--" • NO2'07'12"E NO8'ST29 3. 73' 17.39' 61.41' _ - - - - ��( 14J, W <br />12 E �2.52' 25.33' 14.57_46.84' - - ` - ��� ���{G 281 <br />2J� 280 <br />w <br />271 M� 272 N a 273 0 3 3 N W 279 ,,, ,1D• <br />270 °, N to � o* 274 0 0 w 278 <br />6=1"08.02' a _ 275 ( N 276 277 <br />r z Z L=, ^D .. "} O N p �- O <br />37 05' L=37.57' 1=34.77 7 2 cop a m <br />D �" _ y p_9'52'21" p=10'00'44" d=g•1555" L`47•SY Lo <br />Z 2 bo °° Z -- <br />Y R=215.00' L=385.7 L_47. v <br />�2 48 34" 9 d=4 21'20' 5P _ L=57.72' z <br />p d=4'2y20' _ - - - <br />'�. %4106 J0.01 93' d-15'0810" R=625.00' L=165.11' 17'28" <br />2S1' D RW-PAVED) i <br />R_165.00' L=269.18' -�� (50' COUNTY �428.60� <br />�3746'49" Ri50.00' L LOOP <br />` <br />92g13 p_29.51'09 do d74.76;38" LONGHORN <br />r <br />p =85.97' - 32526' _ R�75.00' - <br />i ` � L=40.34' d_3 �, _d=3'2103" 1=168.20' - - - - 10 251 <br />Z 3 d=3'S4• ^L,39.26' L=39.48'-4'10'11" - - - - <br />i a o L=17.2746 L=49.12' 252 <br />��0. N g 261 o O 3 o 253 <br />N, o. 260 0 0 259 a 3 3 255 254 <br />TRACTS �, Z h 258 0 257 N m 256- <br />2 �N <br />ro in <br />m <br />2 z O / <br />Z b, z <br />33.48' 00 V --- <br />Q$ N04.0204"W 50.4 0 <br />74• z -- <br />5 <br />N7 16" N .32' <br />1" 3.0E 45.07' N 06• N 02'32'S2" <br />5'ti 7 ayi 22'27' E 57.87' u+ <br />TRACT R 234 235 236 <br />233 <br />TRACT G <br />AAAA <br />237 <br />LEGEND 232 SEE SHEET 8 OF 15 <br />= ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />Q = FOUND MONUMENT AS NOTED <br />• - PROPERTY CORNER SET - SEE NOTE 2 ON <br />SHEET 3 OF 15 <br />A = DELTA <br />R = RADIUS <br />L = ARC LENGTH <br />(R) = RADIAL BEARING <br /><> = RADIAL BEARING AT LOT CORNER <br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 <br />El = INDICATES NOTE NUMBER ON SHEET 3 OF 15 <br />X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 <br />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />A = PUBLIC UTILITY EASEMENT <br />A = IRRIGATION EASEMENT <br />® = INGRESS. EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />= MAIL BOX EASEMENT <br />= IRRIGATION EASEMENT <br />238 I 239 <br />240 ` <br />241 242 <br />SCALE: 1 " = 50' <br />50, 25' 0 50' 1O0' <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C22 <br />2'25'38" <br />415.00 <br />17.58 <br />C23 <br />3'01'52" <br />425.00 <br />22.48 <br />LINE TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L2 <br />N 1,T02'12- W <br />1 25.97 <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-11.DWG <br />