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LO <br />O <br />00 <br />W <br />W <br />W <br />BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />A PLAT COMMUNITY <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T <br />K ITTITAS COUNTY, WAS H I N GTO N <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />SEE SHEET 12 OF 15 <br />I40' I 30' <br />of <br />0 <br />oIco 0) <br />N <br />TRACT G I Ln <br />10 QQQQQg ► 30' <br />L-� <br />I � <br />�r <br />44 19°22' 60° e0 <br />N 1 .78' 44 1S» S 00 40' o <br />Z 6°08'36» E \ 8 ` 00; I Ln <br />v n <br />241 N00 <br />o 4> 10°24'36» E n z <br />24� o 242 20°S j 34.68 NO°00'52"W(R) o <br />^ o o 40 E 38.42' <br />.50 50.00' 30' <br />Z N 0°52'39" E <br />1 N o 0 00 <br />10' <br />1 <br />243 w <br />to <br />70, - 8'3 co o 0 <br />x,39 0o g» 4,3 z 0 244 0 245 P 0 246 <br />R,6 -39 3g., ^ O 62450') <br />Oo <br />4 <br />^ ` 00' 0 22 � = <br />90 _ z 30 <br />4 3g 19 0 6S0 00 NO C22 �4' 1 7'22'2 1' <br />N --4 �� L=54. - - - - - C� <br />46.04, � 58 C19 23.96' 25.00' <br />=625, 00, OOP R=275.00' <br />a680\0 <br />4\23°04�LS 0 103.96, <br />_ <br />0 C1� L=120.78' &_ - N 00°00'52" W <br />2 4 <br />4 s� 9 gs, R=325.00' <br />16'49°, <br />N <br />RADIUS <br />LENGTH <br />^ <br />L=37_83= <br />213 4=8`24 56» <br />C18 23.79' <br />25.17 <br />Z <br />a A='09 <br />6°40 <br />o _ " <br />25.00 <br />39.25 <br />C3 <br />90°00'00" <br />212 � � <br />39.27 <br />C6 <br />I <br />\ <br />343' <br />� <br />3 211 <br />C17 <br />w <br />co <br />625.00 <br />N �" '' 0 210 � <br />7z7 20 <br />209 0 <br />0 208 I o <br />3g' ` <br />3S8 N 27° °0 <br />6' o <br />N �.� 14' m <br />0 <br />� <br />co <br />o <br />22.74 <br />222 20 S3„ 70, z C <br />SO S6� 00 <br />29°59'08" <br />z <br />11.51 <br />20 0 <br />0 <br />202 3�4\ 43.58' <br />45 40, <br />43.85 <br />19.89 <br />N 0°00'52" W <br />6°57'24" <br />Zo <br />N 1 <br />�o� o 2 36 22 E N 3°24'23" E <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-07.DWG <br />50.00' <br />0.17' <br />0 0' <br />X203 <br />N <br />0°00'52" <br />W <br />o <br />cn _ <br />z � <br />W <br />°31', 0 204 n o <br />x`40.9 4„ 0 205 <br />0 <br />o <br />206 <br />- <br />� <br />I <br />o 0 <br />o In <br />207 <br />S 42 7 o o <br />00 0' Q\24 ^ N <br />8 <br />o <br />c <br />0 r <br />R�4 <br />00 <br />52 co ro <br />S�\ � z <br />�S' <br />z <br />4,24 <br />8 00 9'3,., <br />z <br />�� 4,g°2g, 10„ <br />L=67 - A=7°53'09" <br />66' <br />g8, <br />RO R=375 L=51.61' <br />50.00 <br />25.17' J <br />vND oo <br />v�' Ln <br />10 <br />4 2S° <br />10 1,» RIVE N <br />0� �C 135.94' <br />\ ,3 L =175.72- - <br />7 4\ <br />868' R�25.00. ;n <br />�; 4;S•15,3 L=38.48' <br />N 00°00'52" W <br />o <br />o S 4_S°117 L=38.65' C6 27.12 34.00 1g.g2' <br />142 �, ,4» - - ----- -- <br />�vj s <br />141 �,� _� 137- 136 w o <br />co <br />^o v, o d _cD o co 0 0 0 o = <br />^�140 �� No <br />0) o Ln � _ <br />z CO ' ui 't 00 Ln uri oo a <br />N 794640' 14°14 Z 139 z '138 � � °° N <br />Sz <br />z N 00°00'5 W <br />8 2j E 46 80, E N 3°48'53' E 38.02' <br />17 N 9.00'49 " <br />00'49" E46.37' N 00°09'39" E <br />TRACT A 0 10 AAAA 1 <br />1145.27' 10' <br />N 00°02'31 " E 1999.26' <br />22 \7 <br />27 1304.05' <br />- - - - - <br />N 00°02'31 " E 1339.80' <br />o CENTERLINE OF RIGHT OF WAY N 00'02'31" E 2390.89' <br />LEEND CALCULATED PER (R4) AND FOUND CENTERLINE OF RIGHT OF WAY <br />30' <br />I <br />;v, I <br />�I <br />N I <br />18 N, R 18 E, W.M. <br />TRACT D <br />� 10 2 A AA <br />0 <br />I N 22 46 <br />55.00' N 1'17 56 W <br />4230 40 <br />N 0°00'52" W 38.22' NAT _57 39 W <br />TRACT Z-8 <br />�i EI000 <br />I <br />��111g9 <br />50.92' 10' L=23°20'02" <br />�' R-300•00 122'18 G <br />105.91' <br />209.87' <br />Ln <br />RAW <br />50.92' 10' 4=23°20'02'_ _ <br />1 <br />0i./_00 <br />N <br />N <br />0I00 <br />w �I <br />0 <br />o <br />30' 30' <br />6, 1 <br />00 <br />z <br />55.02' 54.98' 10' <br />TRACT Z-7 <br />aooA <br />LP -06-00022 <br />LPF-21 -00011 <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C1 <br />90°03'23" <br />25.00 <br />39.29 <br />C2 <br />89°56'37" <br />25.00 <br />39.25 <br />C3 <br />90°00'00" <br />25.00 <br />39.27 <br />C6 <br />1 ° 13'26" <br />425.00 <br />9.08 <br />C17 <br />1°48'50" <br />625.00 <br />19.79 <br />C18 <br />2°42'09" <br />325.00 <br />15.33 <br />C19 <br />4°44' 18" <br />275.00 <br />22.74 <br />C20 <br />29°59'08" <br />22.00 <br />11.51 <br />C21 <br />29°59'08" <br />38.00 <br />19.89 <br />C22 <br />6°57'24" <br />275.00 <br />33.39 <br />mac" ' , ,o 50� 0, <br />�0 <br />10'- - 0_2 5°2 7'40 <br />ROU NDVP <br />0� �o <br />_ 740" L� 8a6///moi <br />D=25°27,40° I <br />10' --- <br />1 <br />TRACT B <br />3 0 AAAA <br />im- <br />ti <br />�0 <br />�0� <br />Li 0- <br />, <br />z w <br />w o <br />z � o <br />o w <br />w <br />z�� <br />- - - - - - - - o J <br />537.60' o z <br />0 <br />0 <br />o 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 0 <br />G N 1/4 AND S 1/4 CORNERS <br />= 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 />4 = DELTA <br />SCALE: 1 " = 50' <br />R = RADIUS <br />L = ARC LENGTH <br />(R) = RADIAL BEARING 50' 25' 0 50' 100' <br /><> <br />= RADIAL BEARING AT LOT CORNER <br />(R4) <br />= SEE DESCRIPTION OF REFERENCED DOCUMENT <br />ON SHEET 4 OF 15 <br />❑X <br />- INDICATES NOTE NUMBER ON SHEET 3 OF 15 <br />X <br />- INDICATES EXCEPTION NUMBER ON SHEET 15 <br />OF 15 <br />= INDICATES EASEMENT PROVISION NUMBER ON <br />SHEET 2 OF 15 <br />A- PUBLIC UTILITY EASEMENT <br />A= SANITARY SEWER <br />EASEMENT <br />2 = STORM DRAINAGE EASEMENT <br />= MAILBOX EASEMENT <br />A = WATER EASEMENT <br />A = POWER (GAS AND ELECTRIC) EASEMENT <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-P1-07.DWG <br />