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LO <br />LL <br />O <br />00 <br />F- <br />W <br />W <br />//_ <br />vJ <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 />> ', <br />01 <br />O <br />61 co <br />TRACT IS <br />010 000A0 �i <br />Cp°°, <br />4 39° 1 g 0 6S0 00 �4 <br />N <br />X46 04 <br />N <br />OQ�j R=275.00' <br />R, <br />4 2,3 04 3 0.00' <br />L =120.78' <br />Q24 00 00 �� S' 4= g°28'70" <br />\168 66' 9' 7 L=61 98— <br />A R L_ <br />�� • ,°vN Z5 98 <br />\�c ov <br />70, %0', , » DRIVE <br />R <br />00 0-- <br />18 N, R 18 E, W.M. <br />TRACT D <br />O 10 AAAA <br />S�D.UU N I I / 5b vv_'� „ W <br />N 0°00'52" W 38.22N <br />01 TRACT Z-8 <br />'il0AAA <br />A <br />N R 300.00 12218 G y <br />103.96' i 105.91' <br />N 00°00'52" W , 209.87' -" <br />p=23 20 �r <br />Ln <br />RAVWN�aE <br />N <br />50.92' 10' 0_23_20)_02" <br />1 2 38 R� L=175.72' N 00°00'52" W <br />4,S 68 25.00' <br />L\ <br />1252 3g <br />CURVE <br />N <br />RADIUS <br />LENGTH <br />Cl <br />01, <br />4=S°7 , L= 38.48_ <br />5 ' <br />25.00 <br />39.29 <br />C2 <br />89'56'37" <br />25.00 <br />3S" — <br />42 o p=5°11'74„ <br />L=38.65' <br />C6 27.12' <br />34.00' <br />19.82' <br />1 ° 13'26" <br />425.00 <br />9.08 <br />C17 <br />1°48'50" <br />625.00 <br />° 141 <br />C18 <br />137- <br />136 <br />15.33 <br />�� <br />coo v <br />� 0 <br />0 <br />0 <br />0 <br />22.00 <br />z X 140 n <br />� r, <br />29°59'08" <br />38.00 <br />19.89 <br />C22 <br />N 46,40, N 14°,4, z 139 �co �0 <br />138 <br />00 Ln <br />co <br />Lo cc00 <br />00 <br />co <br />r <br />, 4 z <br />46.16'z <br />00 <br />z <br />N 00°00' 5" <br />W <br />F 4g 80, N <br />3'48'53`E <br />38.02' <br />34.00' <br />— — — — — — <br />-- <br />N 9 00'49" E <br />TRACT A O 10 AAAA <br />1 2 5 6 <br />46.37, N <br />00°09'39" <br />E 1 <br />� <br />I <br />—-------- <br />% 1145.27' <br />— ----�� <br />10' <br />N 00°02'31 " E 1999.26' <br />22 � <br />2 � <br />7 1304.05' <br />— <br />N 00'02'31 " E 1339.80' <br />CENTERLINE OF RIGHT OF WAY N 00°02'31" E 2390.89' <br />LEGEND CALCULATED PER (R4) AND FOUND CENTERLINE OF RIGHT OF WAY <br />N N <br />00Q0 <br />W� <br />00 <br />0 <br />30' 0') 30' <br />0 <br />00 <br />z <br />55.02' 54.98 <br />TRACT Z-7 <br />0AAA <br />LP -06-00022 <br />LPF-21 -00011 <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />Cl <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 />rs' X00.0 <br />83.28' — <br />— O,— — <br />A_25°2T40 <br />(R4) <br />= SEE DESCRIPTION OF REFERENCED DOCUMENT <br />ON SHEET 4 OF 15 <br />Rov�0- <br />�- <br />138.28' <br />cw <br />R=40� 1�1 �5 <br />— 7 41) <br />Di 26� 29 <br />= INDICATES EASEMENT PROVISION NUMBER ON <br />g6 <br />\_,188 <br />A= PUBLIC UTILITY EASEMENT <br />A= SANITARY SEWER <br />EASEMENT <br />=25°27'40" <br />= MAILBOX EASEMENT <br />83.28' <br />10' <br />Q4 = POWER (GAS AND ELECTRIC) EASEMENT <br />----� <br />A5 = IRRIGATION EASEMENT <br />1 <br />A <br />A = INGRESS, EGRESS <br />0� <br />�I <br />AND STORM DRAINAGE <br />OfOfOf <br />0 <br />TRACT B <br />W <br />o <br />F31 100000 <br />wOf <br />z Lio <br />— — — — — — <br />-- <br />10 <br />537.60' <br />oz� <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 <br />N 1/4 AND S 1/4 CORNERS <br />ry = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= FOUND MONUMENT AS NOTED f -IN Ad <br />• = PROPERTY CORNER SET - SEE NOTE 2 ON <br />SHEET 3 OF 15 <br />A = DELTA <br />R = RADIUS SCALE: 1' = 50' <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 />a= <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 />Q4 = POWER (GAS AND ELECTRIC) EASEMENT <br />A5 = 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 />