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V---, 'K HORSE AT WHISKFY CREEK <br />- PHASE 1 <br />N � - <br />A P LAT <br />. C0v"l '���' ..,N ! T' ,amu <br />A PORTION OF THE NORTHEAST Ql " —1 '.�o, Of— SSE.°,CTION 277 t of �'4 � R $ W.M. LP— -01 <br />PARCEL 4 LPF-21 —00000 1 <br />SURVEY 11570477 K ITTITAS COUNTY, AS H I N GTO N <br />H201PG28 UNPLAI-TED EAST LINE OF THE W 1/2 <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 OWNER : 0ENONE KiNMAN <br />OWNER OE -NONE KINMANOF THE NE 1/4 <br />1113 W. BENDER ROAD \11 1113 W. BENDER ROAD <br />ELLENSBURG, WA 98926 N 00°31'39" W 2545.19' <br />TO NE CORNER OF TRACT Z-2 = 1706.0i� <br />-----.-..---- - 1025.24 ---- <br />r,ioo z <br />A20' ACCESS TRACT M o D CENTERLINE OF Co <br />14ESAgSEMENT �AAAA <br />36 m o ° WHISKEY CREEK clw <br />" \ zTOP OF BANK w N <br />48 18, F .� <br />o m <br />N N 1°22'53" W <br />248 1„ 293>3 '42" W 47.39' N 8.1,3'57" E <br />1 3 4" 10`59 47.39' <br />18, E 01• E N39' <br />47. -7» W N 3°25'32" E <br />\ N 7°55'37" E N 7°2624„ W <br />\ N 1,5.36,3? <br />36.85' 36.85' 51,15" W <br />3685' N 0° 14'37" E N 1539.10' <br />36.85' <br />N 6° 1 11 47.39' N N 18°3 <br />47.39' <br />147 2 22 E_ _60.32,0 f <br />3g' <br />100' SETBACK FROM WHISKEY CREEK <br />`� R 418j83' TRACT Z-10 <br />\ \ 2S <br />C243 °14AAAA _ <br />p=60°58'12" R=465.00' L-494.82, <br />lf? R z4 '30, <br />r 00 >' \ \ 4=39°52'16" R=375.00' L=260.96' <br />73 flR=440.00' — L95°22' <br />=10O �VRAI <br />LER DRIVE `\ <br />N \ <br />�4—�.--------------- <br />- =C°2�7'56� "52 R=40000' 93 <br />L=./�R=4r15.\0�0\' �6' <br />C.C16 R 425.00' L=295.75'7-\32 <br />v <br />74 <br />\ <br />-\_ <br />uJ Lo <br />W ui APPROXIMATE NORTHWESTERLY LIMITS 15 I I <br />\ \�OF 100 YEAR FLOOD PLAIN W r <br />IE LL <br />0' <br />cn p <br />4 <br />� 1 <br />II W <br />TRACT Z-9 W <br />cn <br />oAAAA v1cs <br />I I <br />10' <br />i 43 <br />\ 944\ <br />1 L =412.61 ' R`C <br />=37°49'31" <br />R=625.00' <br />4_ A a,1 AC <br />RANCHERO LANE _ 1° 44'0 052233' \ <br />10, _ — _-� R=1 65.00' 3 <br />\ 4 37 49 31" R=650.00' L=429.' p=42°36'54 <br />11 - L_ <br />_122 0 g <br />______R7±75.00' <br />�=37°49'31" `L <br />L =445.62' <br />TRACT Z-12 <br />AAAA C <br />2°5 <br />9'51' NN 1 ' N O05-09',37" <br />7" <br />67.3 °0'0 0 W 7.00' <br />' <br />4786 1'10" E 61.13' E 10 <br />W <br />72.64' N 02°15'37" W N 07`11'59�� <br />TRACT D <br />a 1 G AAAA <br />TCC C T C <br />LEGEND SEE SHEET 6 OF 15 <br />0 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />O = 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 SCALE. 1 50' <br />(R) = RADIAL BEARING <br /><> = RADIAL BEARING AT LOT CORNER 50' 25' 0 50' 100' <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 />Al =PUBLIC UTILITY EASEMENT <br />A= PUBLIC STORM DRAINAGE EASEMENT <br />A5 = IRRIGATION EASEMENT <br />Q6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />A9 = ACCESS/FLOOD CONTROL EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG <br />' B.S./P.T/J.K./C.F./R.G. <br />