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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. <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 2+163 5 <br />UNPLATTEDSEE PAGE 3 OF 15 <br />OWNER OENONE KINMAN N 00°31'39" WL4�FOR DESCRIPTION <br />/ 113 W BENDER ,ROAD EAST LINE OF THE W 1/2 30.00"'N -. <br />ELLENSBURG, WA 98926OF THE NE 1/4 / l; N 89'59'48" W <br />N 00°31'39" W 2545.19' , — . 1326.71' <br />N <br />1830'1 <br />°„ f <br />1025.24' _. _-- __-- .__.-_.------ <br />- - n <br />1 1 z <br />cnfo_r <br />7:TERLINE <br />z zw OF 1 5' �" 2~ <br />WHfSKEY CREEK I w <br />o <br />o= <br />W C� <br />Z (r <br />J <br />� O <br />Z W <br />W <br />�z <br />u„ W <br />wz <br />�z <br />IW <br />Q 11 <br />t <br />I <br />QQ U W TOP OF BANK <br />O w <br />Ln 0 30 <br />_00 <br />r7- <br />100' SETBACK FROM WHISKEY CREEK <br />A <br />TRACT M / <br />9 F 6 AAAA <br />N <br />TRACT Z-10 <br />N ,\ 0050 F Q � / � <br />TRACT N <br />A9 <br />\ &2, 41 �O <br />a\ � <br />\ S6 00” Q p 00. �� 41 <br />< � \SAO <br />�,69 X00' 00' <br />T � / <br />9 <br />~ TRACT Z-9 <br />W DODAa �•�'. <br />N 00'00'12" E <br />2.00' <br />TRACT Z-11 <br />F-91AAA <br />c <br />C" o <br />0 <br />-7, <br />N <br />I I <br />z <br />Q <br />W TRACT N <br />w � 10 AA000 <br />IV- p <br />RANCHERO o �9x <br />LAN0 A� APPROXIMATE NORTHWESTERLY LIMITS 5 <br />E \ \ <br />C OF 100 YEAR FLOOD PLAIN <br />TRACT F \ �� <br />Q / T ` �9 ,� , a0000 <br />TRA A l Q" <\ 4 1 0 \ <br />o v <br />a 01 <br />se <br />\5' ' <br />�(�v \\'6d� \��� C48 <N 51°27'40" W> W(R) A94-80 <br />Qa <br />1 A -54'26 <br />A=99°3539" <br />N \ \ R=25.00' o <br />\ LT43.46' o <br />f—C47 153.51' <br />(y <br />TRACT D , I <br />J <br />a 1 G 0000 11 0 <br />o <br />o i <br />� II <br />o = <br />25' �r - <br />441 <br />Q _o <br />N <br />Z. o <br />LEGEND 4Q' v <br />BLACK HORSE BOULEVARD <br />N 00'00'12" E(R) 403.90' <br />0 <br />250.00' <br />a� <br />TRA C E <br />SEE SHEET 5 OF 15 <br />9 = 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 SCALE. 1 �� = 50' <br />SHEET 3 OF 15 <br />L = DELLA <br />50' 25' 0 50' 100' <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 />Q1 =PUBLIC UTILITY EASEMENT Q9 - ACCESS/FLOOD CONTROL EASEMENT <br />02 =PUBLIC STORM DRAINAGE EASEMENT <br />Q= IRRIGATION EASEMENT <br />A =INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />Q=SANITARY SEWER EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG <br />2 <br />z�=82°22'38" <br />R=25.00' /� I <br />L=35.94' <br />51.23' <br />0 <br />153.90' <br />123.90' <br />TRACT P <br />rn <br />co <br />.. <br />0 <br />,me <br />N <br />Q <br />QO <br />(-D Ir <br />00 W <br />0 <br />LOZ <br />� W <br />m <br />30.00' <br />30' <br />LP -06-00022 <br />LIP F-21 — 0001 1 <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C3 <br />90°00'00" <br />25.00 <br />39.27 <br />C47 <br />38°32'08" <br />25.00 <br />16.81 <br />C48 <br />35"45'02 <br />25.00 <br />15.60 <br />C49 <br />2`18'59" <br />415.00 <br />16.78 <br />C50 <br />2°27'52" <br />465.00 <br />20.00 <br />ADDITIONAL RIGHT OF WAY <br />DEDICATED TO THE PUBLIC <br />UPON THE RECORDING OF <br />THIS PLAT <br />