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BLACK HORSE ATVVHlSK(cL7_-YCRFEK -PF-IASE -11 <br />A PLAT COMMUNITY <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 Fs W.M. <br />K ITTITAS COUNTY, WAS H I N GTO N <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />TRACT Z-4 <br />2 <br />SEE SHEET 11 OF 15 <br />256 255 <br />TRACT G <br />1 o AAAAA <br />N 4°05'32" W <br />57.41' <br />2 <br />254 53 <br />44. 78 <br />7.5,2'23" W <br />R_ 650.00' L=446 0= <br />- - <br />32 N 2°43'56" <br />E <br />N <br />44.85' <br />o <br />3` 33.48' <br />31' 24 W <br />1 <br />N 5°21'41" <br />o <br />w 0 <br />F <br />N 50 90 <br />238 <br />� <br />N <br />o -Do <br />425.00 <br />w <br />Ln <br />C 1 6 <br />0 <br />r- <br />0o <br />L( -)N <br />C23 <br />TRACT Z-3 <br />o �� <br />` mooco <br />0 <br />00 <br />z <br />� z <br />co�� <br />z00 <br />_77N <br />L=3 <br />oAAA <br />z <br />v 00 <br />1 <br />L=48.15' <br />- <br />z <br />C23 <br />A=4°05'13"=3°18'39" <br />_ <br />iL_167.11' <br />_Lfz4g.o1' Z <br />4�9 � <br />R=675.00' <br />p_14°1107„ <br />4=4°09'37" X9.00' 1 <br />4.3 <br />2 <br />254 53 <br />LP __ w <br />LPF-2 �. <br />N 1'36'27" E <br />44.78' <br />R_ 650.00' L=446 0= <br />- - <br />10' <br />3°04'26" <br />425.00 <br />N <br />LONGHORN LOOP <br />A 56.75' <br />N 5°21'41" <br />E _­ E N 12°49'56» S <br />56.26' E <br />w <br />-237 <br />238 <br />4 8' <br />N <br />o -Do <br />425.00 <br />239 <br />C 1 6 <br />0 <br />r- <br />0o <br />240 <br />C23 <br />�� <br />00 <br />o �� <br />` mooco <br />0 <br />241 <br />00 <br />z <br />� z <br />co�� <br />o <br />_77N <br />L=3 <br />z <br />N �o <br />O <br />000' <br />0 <br />0\321 <br />L=48.15' <br />L=39.00' <br />Z � <br />242 <br />C23 <br />A=4°05'13"=3°18'39" <br />o <br />_Lfz4g.o1' Z <br />R=675.00' <br />4=4°09'37" X9.00' 1 <br />4.3 <br />o � co <br />01 >8 <br />LP __ w <br />LPF-2 �. <br />N 15°29'1 <br />45.54, E <br />N 7°00'54" E <br />N 11. 39.03' <br />04'55 " E <br />39.03' <br />TRACT Z-1 w 00 z 00 z 145 144 z `�� 1 <br />❑AAA 10`21'52 z z 143 `� CURVE TABLE <br />9 1 5 6 N 32.92' 32.6 Z w) o <br />W N 3° 29' 23" W 9 32 4g 142 <br />N 114 7546 CO <br />32„ W 37.24' N = <br />N 2°08'11 W N 15`0313 N20°14 23°46 141 <br />45.54' 35. <br />N 6°52'54" W 3598' <br />N 2°36'32" E 45.54 <br />45.54' N 7°27'18" E N 13`47'55" E <br />32.20' A <br />TRACT A 0 1 o AAAA <br />1 <br />10' 1145.27' - <br />NORTH -SOUTH CENTERLINE OF SECTION = N 00-15'12" W <br />5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 <br />22 27 = - - - <br />N 00°02'31 " E 1339.80 O <br />N 00°02'31" E 2390.89' � CENTERLINE OF RIGHT OF WAY <br />CENTERLINE 1" RIGHT OF WAY CALCULATED PER (R4) AND FOUND N <br />/4 AND S 1/4 CORNERS <br />LEGEND <br />y = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 35142" 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 />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />N 00'02'31 " E 1999.26' <br />SCALE: 1 50' <br />• •• <br />A= PUBLIC UTILITY EASEMENT �6 = INGRESS, EGRESS AND STORM <br />A2 =PUBLIC STORM DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT <br />A5 =IRRIGATION EASEMENT A = MAIL BOX EASEMENT <br />DWG NAME: \\ESM8\FNGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-08.DWG <br />w <br />D <br />w <br />1Q <br />E-' <br />0) <br />N <br />CURVE <br />Vim, 3g R=165.00' <br />_-- <br />R_ 650.00' L=446 0= <br />- - <br />10' <br />3°04'26" <br />425.00 <br />L=269.63' <br />�,_ R=165.00' <br />LONGHORN LOOP <br />1 *42'15" <br />375.00 <br />1 1 .15 <br />R g3, <br />--1-g- 00 L=699. <br />3°03'22" <br />C"16 4=5°33'25„ 8-625 <br />20.00 <br />C15 <br />2°41'49" <br />425.00 <br />L_155.26' <br />- _- <br />C 1 6 <br />00' <br />4=5°70' <br />L=60.62' - 46" <br />w�„ <br />625.00 <br />20.00 <br />C23 <br />1 °41 '51 " <br />675.00 <br />20.00 <br />n L=56.50' �_ <br />-, <br />_77N <br />L=3 <br />n <br />216 ' <br />000' <br />0 <br />0\321 <br />„ <br />o <br />00R215.00' <br />__1�. <br />o � co <br />01 >8 <br />C� <br />o <br />CD <br />N <br />o <br />�� N o <br />co o <br />0 <br />W <br />co <br />n <br />z O <br />z Z <br />21J <br />w <br />r <br />v <br />w <br />z o <br />v o <br />N 2°3834" -" --$ <br />E N 7°56'59" <br />212 <br />TRACT Z-2 <br />co <br />N <br />E 4 6g >` <br />49.30 -- _ <br />w <br />oAAA <br />z <br />,3 <br />� 198 47.44' ' 2 49 8 E 31 <br />S 10 <br />Lli <br />w <br />w <br />w <br />I1 j° <br />199 200 21'39,. <br />,� <br />U) <br />TRACT K n <br />o N o 41 66, F <br />0 10 AAAA <br />Cc <br />�N 0201Li <br />co <br />o) oo m o o <br />S S <br />w <br />z <br />z v- 0 <br />z z � ` ry o <br />�^ <br />�/ ) <br />00 <br />' _ v <br />L=102.38z <br />v z 0 202 <br />2_ <br />L=38.0L=38.42' <br />13 g0 <br />C15 A-5°07'31" 4=5°10" L=3,373, <br />R=425.00' 46 4=4°3 57» C <br />203 <br />4,4°3257, <br />- -- <br />4=104°45'01" R=415.00' L=758.72 <br />L=41'25'09" <br />_ �- <br />R=400.00' <br />�8g 7 6' <br />1 <br />n <br />4=56'42'51" R=440.00' L=435.53' - <br />f <br />o - - <br />p.16°57'48" <br />C13 4=6'48'45» <br />R®U UP Rev <br />L_111.02' <br />L=44.59' 4_6°27'41» R,3>S <br />n o n L=42.2 4, 60' <br />1 <br />0 11" <br />\ <br />_ 4=50°51'27" R=465.00' L=412.Tr=' - --- <br />i /� <br />3 <br />w 9'3 C�2S 18 R <br />o � 420 C7 \42600 <br />R 40 C\175 7 <br />000' 2 <br />- <br />N � o <br />o ri 0 <br />1 <br />0� N d o 10 <br />00 cn o <br />^ <br />10' V <br />-t �0 N � <br />N 15°29'1 <br />45.54, E <br />N 7°00'54" E <br />N 11. 39.03' <br />04'55 " E <br />39.03' <br />TRACT Z-1 w 00 z 00 z 145 144 z `�� 1 <br />❑AAA 10`21'52 z z 143 `� CURVE TABLE <br />9 1 5 6 N 32.92' 32.6 Z w) o <br />W N 3° 29' 23" W 9 32 4g 142 <br />N 114 7546 CO <br />32„ W 37.24' N = <br />N 2°08'11 W N 15`0313 N20°14 23°46 141 <br />45.54' 35. <br />N 6°52'54" W 3598' <br />N 2°36'32" E 45.54 <br />45.54' N 7°27'18" E N 13`47'55" E <br />32.20' A <br />TRACT A 0 1 o AAAA <br />1 <br />10' 1145.27' - <br />NORTH -SOUTH CENTERLINE OF SECTION = N 00-15'12" W <br />5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 <br />22 27 = - - - <br />N 00°02'31 " E 1339.80 O <br />N 00°02'31" E 2390.89' � CENTERLINE OF RIGHT OF WAY <br />CENTERLINE 1" RIGHT OF WAY CALCULATED PER (R4) AND FOUND N <br />/4 AND S 1/4 CORNERS <br />LEGEND <br />y = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 35142" 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 />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />N 00'02'31 " E 1999.26' <br />SCALE: 1 50' <br />• •• <br />A= PUBLIC UTILITY EASEMENT �6 = INGRESS, EGRESS AND STORM <br />A2 =PUBLIC STORM DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT <br />A5 =IRRIGATION EASEMENT A = MAIL BOX EASEMENT <br />DWG NAME: \\ESM8\FNGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-08.DWG <br />w <br />D <br />w <br />1Q <br />E-' <br />0) <br />N <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C11 <br />3°04'26" <br />425.00 <br />22.80 <br />C12 <br />1 *42'15" <br />375.00 <br />1 1 .15 <br />C13 <br />3°03'22" <br />375.00 <br />20.00 <br />C15 <br />2°41'49" <br />425.00 <br />20.00 <br />C 1 6 <br />1 °50'01 " <br />625.00 <br />20.00 <br />C23 <br />1 °41 '51 " <br />675.00 <br />20.00 <br />