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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. LLP—PF-23-00004-000 <br />22 <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 <br />INGRESS AND EGRESS PARCEL 4 OWNER : OENONE KINMAN INGRESS AND EGRESS EASEMENT <br />EASEMENT - A.F. SURVEY 1570477 1113 W. BENDER ROAD 20' ACCESS& - A.F. NO. 46618 <br />NO. 46618 ELLENSBURG, WA 98926 EASEMENT B20/PG28 � EAST LINE OF THEW 1/2 OF THE NE 1/4 <br />N 00'31'39" W 1320,66' - - N 00'31'39" W 1299.12' <br />in <br />---------------------L'� — — — -- —/J---------------` \�____= TRACT M <br />TRACT H 0©A 30' 1 30. i---------------��0� �\ AAA <br />Ln <br />_ - 1 n I \ \ 100' SETBACK FROM WHISKEY CREEK <br />In <br />&1 - 10' n 1 10' \ \� <br />W ; TRACT Z-10 `\ \ <br />351 352 353 354 I o 1 \ \ <br />349 350 I m I �0� \ \ \ <br />I t I \ <br />m - <br />30' Z 30' ( \ <br />1 <br />_ _ - / \ \ APPROXIMATE NORTHERLY <br />10' --------- I `----------------_"-- � `\ LIMITS OF 150 YEAR ❑ <br />WRANGLER DRIVE N N WRANGLER DRIVE ��D PLAIN 7 <br />u 00' (50' COUNTY R/W- PAVED) 157.61' - 150.56_ (50' COUNTY R/W- ^AVED) <br />25 03 120 74:in 91' N 00 OO'52" W 308.17' 1 �- A=24'3 47 ` 1v1-" <br />N w L_,71 O� �- <br />CT \11 10, Rya p0 N <br />729 <br />- - - - - - - - <br />pp130' 30 \N4o3g0289 288 287 I I W <br />Za to i W r <br />SEA 1 Lu 1 N I TRACT Z-9 AT 2 LL <br />NoPNASEZo — — —� — — — Q W i AAA K N� PNASE201 w �of f\LACK <br />EK GEs s� - — = j I gL A EK ' s� w ,- <br />Po '4015EY PA I o I o I I T SRE AGES cA <br />K I o I P N KEY 3, P <br />Von ME 13 283 284 285 286 1 N ` Z i Vp� ME <br />282 1 1 <br />� � 30' 30' <br />O <br />r <br />r <br />w <br />U) <br />U) <br />LONGHORN LOOP N RANCHERO LANE u, <br />10-300.00' (50' COUNTY R�/W_PAVED) 125.78' - 119.44' (50' COUNTY R/W�PAVE_D) d_22'28' \ <br />R� " L_120.23' N 00'00'52" W 245.22' LANE ry R_3t �, y <br />a� 2� 51' 41 N O.Op • �64. <br />N 70' <br />-- ---- --\ 1 /'_------ - Ha�7.49-3 <br />50.0p, <br />�S. <br />L�29.1,. <br />249 248 247 j 30' 30' i <br />250 1 I TRACT Z-12 <br />I 1 1 <br />251 A-�4 rio, , iF,o, AAA 1 <br />ul. --- ---� I I <br />TRACT G <br />AAAA <br />/ <br />30� <br />I I <br />I 1 <br />10 I <br />I00 <br />1 <br />I I <br />_ L 301 <br />rt <br />LEGEND <br />B ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= 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 />❑X = 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 />1 = PUBLIC UTILITY EASEMENT <br />IRRIGATION EASEMENT <br />A = INGRESS, EGRESS <br />AND STORM DRAINAGE <br />MAINTENANCE EASEMENT <br />A = MAILBOX EASEMENT <br />&9 = ACCESS/FLOOD CONTROL EASEMENT <br />A = IRRIGATION EASEMENT <br />10' <br />40' <br />LLI w <br />a In <br />to <br />W �t v <br />>of W <br />Q z 00 <br />o <br />I <br />o 00 <br />NQ IZ <br />SEE SHEET 7 OF 15 <br />DWG NAME: \\ESMS\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-12.DWG <br />TRACT D <br />AAA <br />SCALE: 1 " = 50' <br />50' 25' 0 50' 100' <br />