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BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />A PLAT COMMUNITY I <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. <br />K ITTITAS COUNTY, WAS H I N GTO N <br />ASSESSOR PARCEL NUMBER 431033/MAt- <br />NUMBER 18-18-27010-0002 <br />26+3 <br />5 <br />25' d d <br />'o <br />C3 <br />90°00'00" <br />SEE PAGE 3 OF 15 <br />UNPLATTED <br />Z <br />TRACE <br />DESCRIPTION <br />OWNER OENONE KINMAN <br />N <br />00'31'39"o W' ;' 24FOR <br />25.00 <br />1 113 W BENDER ROADEAST <br />LINE OF THE W 1 /2 <br />30.O(D <br />ELLENSBURG, WA 98926 <br />OF THE NE 1/4 r <br />l,' <br />N 89"59'48" W <br />N 00°31'39" W 2545.19' <br />, — 1326.71' <br />1025.24' - -- --- - __.--------- <br />- <br />Ln <br />ae <br />�� 11 z <br />vo w CENTERLINE OF 15' 2 O <br />� WHISKEY CREEK <br />4 Q o TOP OF BANK <br />0 <br />Ow <br />0 I" 30 <br />o �` �Ctl) <br />v � <br />Q (D) <br />100' SETBACK FROM WHISKEY CREEK <br />N 183'10» <br />4;s'"s9 , 'V 286, TRACT M / <br />3g <br />3g M6AAAA <br />IV <br />33, <br />TRACT Z-10 9 <br />MAAA <br />\ \ \60 S8 2 <br />1.60 <br />00, p� <br />co <br />W <br />W <br />2 <br />U) <br />W <br />'W <br />W <br />RANCHERO <br />LANE <br />TRA CT <br />Z— 72 <br />TRACT D <br />M3 G AAAA <br />TRACT Z-9 <br />aAASA <br /><J / N <br />/ TRACT N <br />/ <br />N 00"00 12 E <br />2.00' <br />2 <br />TRACT Z-11 <br />x �s� EIAAA <br />F` o <br />0 <br />II <br />z <br />o�' ��� <br />o� <br />10 <br />TRACT N <br />\ a 10 AAAAA 2, <br />\ -t <br />Q, <br />0 <br />co <br />co <br />0 25' 25 <br />I <br />0 <br />0 <br />o <br />cI <br />,BLACK HORSE BOULEVARD <br />N 00°00'12" E(R) 403.90' <br />of <br />�t <br />a- <br />ol <br />N <br />SEE SHEET 5 OF 15 <br />LEGEND <br />9 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= FOUND MONUMENT AS NOTED SCALE. 1 �� — 50' <br />• = PROPERTY CORNER SET - SEE NOTE 2 ON <br />SHEET 3 OF 15 <br />A = DELTA <br />R = RADIUS 50' 25 0 50' 100' <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 />= 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 A= ACCESS/FLOOD CONTROL EASEMENT <br />A= PUBLIC STORM DRAINAGE EASEMENT <br />A= IRRIGATION EASEMENT <br />A- INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />A= SANITARY SEWER EASEMENT <br />DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG <br />0=82°22'38" <br />/—R=25.944' f <br />L=35.' <br />51.23' <br />153.90' <br />123.90' <br />o \ <br />TRACT P o <br />A <br />10 <br />rn <br />00 <br />O <br />N <br />00 <br />Ln <br />00 <br />PIA <br />30.00' <br />30 <br />w <br />cO <br />o= <br />w0 <br />z� <br />J <br />w o <br />Z W <br />w <br />Oz <br />�-Of <br />c, w <br />w -z <br />�z <br />Iw <br />cn <br />u <br />LP -06-00022 <br />LPF-21 -00011 <br />CURVE TABLE <br />CURVE <br />O _ <br />RADIUS <br />25' d d <br />'o <br />C3 <br />90°00'00" <br />25.00 <br />^V- <br />Z <br />TRACE <br />25.00 <br />16.81 <br />C48 <br />35°45'02 <br />of <br />�t <br />a- <br />ol <br />N <br />SEE SHEET 5 OF 15 <br />LEGEND <br />9 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= FOUND MONUMENT AS NOTED SCALE. 1 �� — 50' <br />• = PROPERTY CORNER SET - SEE NOTE 2 ON <br />SHEET 3 OF 15 <br />A = DELTA <br />R = RADIUS 50' 25 0 50' 100' <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 />= 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 A= ACCESS/FLOOD CONTROL EASEMENT <br />A= PUBLIC STORM DRAINAGE EASEMENT <br />A= IRRIGATION EASEMENT <br />A- INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />A= SANITARY SEWER EASEMENT <br />DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG <br />0=82°22'38" <br />/—R=25.944' f <br />L=35.' <br />51.23' <br />153.90' <br />123.90' <br />o \ <br />TRACT P o <br />A <br />10 <br />rn <br />00 <br />O <br />N <br />00 <br />Ln <br />00 <br />PIA <br />30.00' <br />30 <br />w <br />cO <br />o= <br />w0 <br />z� <br />J <br />w o <br />Z W <br />w <br />Oz <br />�-Of <br />c, w <br />w -z <br />�z <br />Iw <br />cn <br />u <br />LP -06-00022 <br />LPF-21 -00011 <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 />227'52" <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 />