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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 />K ITTITAS COUNTY, WAS H I N GTO N <br />PARCEL 2 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />SURVEY #570477 <br />5201PG28 PARCEL 4 SURVEY #570477 B20IP28 <br />OWNER BRADLEY CAMPBELL OWNER OENONE KINMAN <br />109 W ROAD 0 BOWERS 1113 W BENDER ROAD <br />ELLENSBURG WA ROAD ELLENSBURG. WA 98926 N 00`31 39 W 2545.19 + <br />PARCEL 4 SURVEY #570477 820IP28 <br />OWNER OENONE KINMAN <br />1113 W. BENDER ROAD <br />ELLENSBURG, WA 98926 <br />'1220.84' � 7 <br />11 <br />5 N 8-48'17" W <br />TRACT H 8 41„ XN N 14=ti3 51 60.49 <br />LP -06-00022 <br />LPF-21 - 0001 1 <br />EAST LINE OF THE W 1/2 OF THE NE 1/4 <br />N 2° 53' 42" W <br />47.88' <br />Lo <br />LL <br />O <br />0 <br />W <br />W <br />U) <br />W <br />VJ <br />p=10754706 R7415.00' L7752.57' RAIU D- �g�5 <br />- - _ 2 0 6'_ <br />R-425.0 `� 291 <br />p_5715'16 �� 78`'5 Z <br />- 714°42'187 n -7=6 27 29 <br />C 4- „ <br />z =3898 o� o�'"✓292 <br />A L=7.9 <br />N 1 530 58-247 293 <br />W <br />' <br />N o o j 0_ �o_ 294 W / 24 73 20.59, <br />N o 0 _ 295 „w N?- 77 �� �2" <br />0 � <br />00 �0-0 2964 W N167 46� 417 28`3 <br />TRACT Z-5 z c z 11°40 5 <br />vN 5°40'35 W 47 5 '8 282 <br />�� gig' 281 282 <br />DADA TRACT I �� o 61.497 79'1 o <br />0 25.34' 2� 280 Z oo S <br />❑3 1c AAAA W 4= 279 ti �� cp_ <br />� 0 1 <br />7 R=215.00' L=385.78-' R=625.00' <br />R.190� - � L-165.11' <br />o' j217 04' 06" L=699.93' <br />mss" R=165.007 L=2F <br />,q5 27 <br />n <br />TRACT Z-4 w <br />a000 = <br />N< <br />N 13°04' 16 <br />TRACT ?- 7 <br />F1 <br />N <br />�00 <br />co <br />00 <br />no � <br />w 0 n 13.32' -Z- <br />W C29 <br />n z 0 7 5 <br />w w V,775 <br />0� 10 <br />�n � NQ0 't, r 0 O W 8- 2 <br />o CO z - Ln 0 277 o c,,� � � P J � \ 27 7 D/,325 00, <br />Lo <br />T <br />LL <br />O <br />T <br />W <br />W <br />W <br />o co 0 0 o U° 45 2 R <br />z o a 4670 D 2 300.0° L=120.23 <br />00 <br />rn 278 g7, 13 OZ mss. R 22 57 41„ <br />Z <br />5. <br />v <br />v L_46 03' p,4°12 <br />L=59.307 -p 4°13'12" JS. <br />C28 A=5°26'09" R=625 00 / <br />� 06 <br />L-37° 46'49" R=650.00 °- -' 1 D 3 3,.15 2 <br />P °8� 6 <br />45.27 13 45 38 <br />„W <br />N 46.00 <br />N 00'27" ' <br />WW102 <br />TRACT G <br />10 <br />M AAAAA <br />2.37 t7235ST <br />2.3 9 <br />LEGEND SFF gHFFT 8 OF 15 <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 />A = DELTA <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 />X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />01 =PUBLIC UTILITY EASEMENT <br />/�2 -PUBLIC STORM DRAINAGE EASEMENT <br />A -IRRIGATION EASEMENT <br />A -INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />Q=MAIL BOX EASEMENT <br />DWG NAME: "\AESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-11.DWG <br />,1 <br />SCALE: 1 50' <br />• • • •• <br />250 <br />w <br />7 6'� <br />N <br />240 <br />T247 242 <br />CURVE TABLE <br />CURVE <br />10 ���� <br />RADIUS <br />N 480 <br />48 s z <br />47.39 58.93' 47.39' <br />275.00 <br />5.69 <br />C26 <br />00„ W 2� 5� <br />350 <br />2 349- 0 � 35 <br />N 5°05'41" W N 0°17'53" E N 5°41'27" <br />E N 70739 50.3 <br />1°50'01" <br />625.00 <br />32 _ <br />N 1737 44 N 40 348 N o w,� oo N <br />C29 <br />29'52„ E N 7 5 <br />2°23' <br />N <br />0°46'00" W <br />�� 6� <br />347 <br />oo cp_� o p= n <br />425.00 <br />01» <br />C31 <br />0° 17'02" <br />-, <br />3724„W <br />2.11 <br />TRACT Z-6 <br />�, <br />0 <br />46.1 8' <br />Ng 346 � o_ �: <br />� 487_ <br />5 6 <br />��0� <br />o <br />o <br />3°03'22" <br />345 <br />z Z o v <br />_ <br />38- 97 L 6° 36' 18" 10 <br />344 <br />o <br />co <br />7 49 p= <br />- <br />N <br />751A 48- <br />7 <br />vn <br />_ N <br />o <br />o o i4 <br />N o N, /C5 <br />R�25.°° <br />8,400 <br />=47°05'01' R=465.00' - <br />A L=382.12' <br />-L <br />- ro <br />- - z <br />5107 /°55 <br />L-174.91' <br />-2 03, 12 N <br />75v z <br />z v <br />52 677 p,7° 48 <br />00, <br />4=7°08'33'` - <br />L=66.68'_ _ <br />7 702'50„ 00, <br />R 575 927'10'710 - <br />L=52'56'25" _�__-_ <br />C36 <br />o <br />A=10°11'19" <br />R=3 75 <br />N <br />- <br />►^/ <br />R <br />_ A=39°52'20"' =4 L -?78- 3'O�l`v 647 <br />5 <br />Di 48 06 � �- <br />/ o w� <br />c31 N 290 <br />Lo <br />LL <br />O <br />0 <br />W <br />W <br />U) <br />W <br />VJ <br />p=10754706 R7415.00' L7752.57' RAIU D- �g�5 <br />- - _ 2 0 6'_ <br />R-425.0 `� 291 <br />p_5715'16 �� 78`'5 Z <br />- 714°42'187 n -7=6 27 29 <br />C 4- „ <br />z =3898 o� o�'"✓292 <br />A L=7.9 <br />N 1 530 58-247 293 <br />W <br />' <br />N o o j 0_ �o_ 294 W / 24 73 20.59, <br />N o 0 _ 295 „w N?- 77 �� �2" <br />0 � <br />00 �0-0 2964 W N167 46� 417 28`3 <br />TRACT Z-5 z c z 11°40 5 <br />vN 5°40'35 W 47 5 '8 282 <br />�� gig' 281 282 <br />DADA TRACT I �� o 61.497 79'1 o <br />0 25.34' 2� 280 Z oo S <br />❑3 1c AAAA W 4= 279 ti �� cp_ <br />� 0 1 <br />7 R=215.00' L=385.78-' R=625.00' <br />R.190� - � L-165.11' <br />o' j217 04' 06" L=699.93' <br />mss" R=165.007 L=2F <br />,q5 27 <br />n <br />TRACT Z-4 w <br />a000 = <br />N< <br />N 13°04' 16 <br />TRACT ?- 7 <br />F1 <br />N <br />�00 <br />co <br />00 <br />no � <br />w 0 n 13.32' -Z- <br />W C29 <br />n z 0 7 5 <br />w w V,775 <br />0� 10 <br />�n � NQ0 't, r 0 O W 8- 2 <br />o CO z - Ln 0 277 o c,,� � � P J � \ 27 7 D/,325 00, <br />Lo <br />T <br />LL <br />O <br />T <br />W <br />W <br />W <br />o co 0 0 o U° 45 2 R <br />z o a 4670 D 2 300.0° L=120.23 <br />00 <br />rn 278 g7, 13 OZ mss. R 22 57 41„ <br />Z <br />5. <br />v <br />v L_46 03' p,4°12 <br />L=59.307 -p 4°13'12" JS. <br />C28 A=5°26'09" R=625 00 / <br />� 06 <br />L-37° 46'49" R=650.00 °- -' 1 D 3 3,.15 2 <br />P °8� 6 <br />45.27 13 45 38 <br />„W <br />N 46.00 <br />N 00'27" ' <br />WW102 <br />TRACT G <br />10 <br />M AAAAA <br />2.37 t7235ST <br />2.3 9 <br />LEGEND SFF gHFFT 8 OF 15 <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 />A = DELTA <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 />X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />01 =PUBLIC UTILITY EASEMENT <br />/�2 -PUBLIC STORM DRAINAGE EASEMENT <br />A -IRRIGATION EASEMENT <br />A -INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />Q=MAIL BOX EASEMENT <br />DWG NAME: "\AESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-11.DWG <br />,1 <br />SCALE: 1 50' <br />• • • •• <br />250 <br />w <br />7 6'� <br />N <br />240 <br />T247 242 <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C25 <br />1 ° 1 1 '08" <br />275.00 <br />5.69 <br />C26 <br />1°41'53" <br />675.00 <br />20.00 <br />C28 <br />1°50'01" <br />625.00 <br />20.00 <br />C29 <br />2'13'51 " <br />325.00 <br />12.65 <br />C30 <br />2°41'44" <br />425.00 <br />20.00 <br />C31 <br />0° 17'02" <br />425.00 <br />2.11 <br />C34 <br />2°28'00" <br />425.00 <br />18.30 <br />C35 <br />3°37'53" <br />375.00 <br />23.77 <br />C36 <br />3°03'22" <br />375.00 <br />20.00 <br />