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BLACK HORSE AT WHISKEY CREEK - PHASE 2 <br />A PLAT COMMUNITY I— <br />A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. <br />240 241 <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 <br />SEE SHEET 12 OF 15 <br />i <br />1 40' 1 30' 1 <br />TRACT c i TRACT D <br />AAAA i <br />1 5 6 8 L— ( 30, n� i AAA <br />ro <br />a <br />10' ►I 1 w <br />0 1 <br />I <br />242 <br />40 1 <br />I <br />Z I <br />---- — — — 30' <br />1 <br />24J I <br />244 245 246 <br />I <br />�1 30' <br />9'p �Op' N <br />1 OOP <br />1 <br />30, <br />to <br />d 3'p4 030p.00' a 103.96' i <br />L0 C-120.78' N 00'00'52" W <br />214 N <br />0O 213 212 <br />00 PT 217 ---- ---� a= <br />W K N� pN SE�o1 l �gw <br />_ of at' E �S 181 210 209 208 > <br />� ITT GR p*1- =Q W <br />w PNj5K E 13, , ,�-'p4 o� 00D <br />VJuj so O <br />fA 201------- -- >N"00 <br />202 _ ---- --- —� Z <br />203 <br />1 � 204 � <br />205 206 2071 <br />�0 30, 30' <br />R� <br />0 <br />p0 <br />— / I <br />ryh OU/vp, l <br />1p. d 2S•In'. UP DRIVE N <br />\ \ (50' COUNT. Op 00 L. 5 72 <br />\ \ /W PAVED) n <br />N <br />142 <br />135.94' <br />N 00-00'S2" W <br />22 27 ——1304.05' -- — — <br />N 00'02'31" E 1339.80' <br />b CENTERLINE OF RIGHT OF WAY <br />LEGEND CALCULATED PER (R4) AND FOUND N 00INE OF RIGHT OF WAY <br />" E 2390.89' <br />N 1/4 AND S 1/4 CORNERS CENTERLINE <br />9 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />IS 44925" UPON COMPLETION OF CONSTRUCTION <br />I L', <br />I <br />I TRACT Z-8 <br />AAA N <br />t / <br />\ I NZ� <br />105.91' 20R�`AN` <br />9.87' - p=_23 2 jpe PAVED <br />RAWH <br />LP-06-00022 <br />LPF-23-00004 <br />/o-------- y <br />E PIT <br />� NaR Hp,5E2�1 <br />up� DY gREPAGEs 18 <br />VVH15 ME 13, <br />1 VOLU TRACT Z-7 <br />I <br />I AAA <br />I <br />I <br />i <br />� 1 � <br />b 8 1� <br />0 <br />�--------------- R�p0yp21 <br />PA`�D) a0tl <br />UN� RIw` � <br />�50' COR OO.ODIT <br />138.28' „40" <br />' <br />274.227 <br />N <br />ROUNDUP <br />i----------------- <br />/1 <br />b <br />�I <br />TRACT B <br />a <br />00 <br />WI <br />AAA <br />�or g0' <br />o <br />Wtio <br />�b0- <br />I' � <br />30' I <br />1 <br />0 w <br />°o <br />Z��-- <br />----------------------- <br />— <br />Z�� <br />DOJ <br />10' <br />O Q <br />I t Z U <br />NORTH SOUTH CENTERLINE OF SECTION = N 00'15'12" W 5276.33' <br />FROM FOUND S 1/4 TO FOUND N 1/4 <br />N 00'02'31" E 1051.09' <br />REECER CREEK ROAD b <br />(VARIED COUNTY R/W- PAVED) <br />Q = FOUND MONUMENT AS NOTED <br />• = PROPERTY CORNER SET - SEE NOTE 2 ON <br />SHEET 3 OF 15 <br />R = DELTA R =RADIUS SCALE: 1" = 50' <br />L = ARC LENGTH <br />(R) = RADIAL BEARING 50' 25' 0 50, 100' <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 />QX = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 <br />= INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />A = PUBLIC UTILITY EASEMENT A = SANITARY SEWER <br />A = WATER EASEMENT EASEMENT <br />A = POWER (GAS AND ELECTRIC) EASEMENT A AIGOO EASEMENT <br />SEMENT <br />A = IRRIGATION EASEMENT = <br />A = INGRESS, EGRESS <br />AND STORM DRAINAGE <br />MAINTENANCE EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-07.DWG <br />