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/ d- <br />� o <br />a <br />N <br />0 <br />00 <br />N <br />N <br />cn <br />0 <br />C6 <br />N <br />N <br />w <br />I <br />00 <br />z <br />BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />SEEEET 3 OF 15 FOR A PLAT COMMUNITY <br />MONUMENT DESCRIPTION <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, <br />35.40' 1 44.60' <br />m <br />w <br />c� <br />� I <br />co <br />z <br />Lu <br />N <br />co <br />�J <br />K ITTITAS COUNTY, WAS H I N GTO N <br />PARCEL ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 PARCEL 2 <br />SURVEY J570477 FOUND REBAR SURVEY J570477 <br />6201PG28 ' AND CAP B201PG28 <br />"LS 18092" N 00'31'39" W 2545.19' <br />n <br />I <br />11 <br />„ N 7°22 00" E <br />7 6 80.05' <br />1�p 00>> <br />/ L=271.37, <br />s <br />TRACT H <br />o10AAAA <br />Q, <br />1220.84' <br />R 18 E, W.M. <br />OWNER OF PARCELS 1 AND 2. <br />BRADLEY CAMPBELL <br />1090 W. BOWERS ROAD <br />ELLENSBURG, WA 98926 <br />LP -06-00022 <br />LPF-21 —00011 <br />EAST LINE OF THE W 1/2 OF THE NE 1/4 <br />" W <br />47.39 N 5°05'41 <br />' <br />47.39' <br />N 9°54'05' W <br />TRACT Z-6 <br />0777A= 5 1 <br />7774=51°19'04 _ - - <br />R=25.00' <br />L=22.39' <br />� 01, <br />4=84°08'36„ <br />-R=25.00' � <br />L=36.71' ��06 <br />,.-- <br />I <br />A=51'19'04"R=25.00' 5.00' <br />7° �s <br />L=22.39' <br />TRACT H ',sss3 o SR4=25 00' <br />L=36.71' <br />z d 1v <br />00 <br />ocn <br />� <br />-Q), <br />/ <br />o <br />=PUBLIC UTILITY EASEMENT <br />A <br />Q J <br />41) <br />TRACT <br />nw <br />o <br />o�mz <br />= STORM DRAINAGE EASEMENT <br />fl � <br />x <br />O <br />z R=25.00' <br />AA <br />AAA <br />D <br />W <br />0 0 w W <br />/ <br />w O m w <br />< <br />O <br />clw� cn <br />A3 <br />_ wn <br />/ <br />z w ~ VARIES <br />VARIES <br />Q wo <br />I <N 0°54' 10" E> <br />=w=)0 <br />/ <br />gizmo <br />MAINTENANCE EASEMENT <br />O <br />F-� <br />0�w <br />a <br />b <br />/�%�' <br />J <br />C-iD <br />�cy) <br />/ <br />N o°16'15„ <br />Y <br />44_.43' <br />1 16.76' <br />- <br />0=2°24'59" L=17.50' <br />O <br />O <br />�• <br />^) V T1177) A l%T 7 G <br />Li, Lj <br />=PUBLIC UTILITY EASEMENT <br />A <br />= SANITARY SEWER <br />0 V A=84°08 36 <br />110 <br />o�mz <br />= STORM DRAINAGE EASEMENT <br />Q8 <br />z R=25.00' <br />Q5 <br />I AAA <br />/ <br />w O m w <br />< <br />A3 <br />_ wn <br />2 <br />�4�� <br />_ _L=36.71'/ <br />44.30' <br />OOwd <br />I <N 0°54' 10" E> <br />=w=)0 <br />0 <br />MAINTENANCE EASEMENT <br />O <br />F-� <br />0�w <br />// <br />I <br />�cy) <br />/ <br />N o°16'15„ <br />Y <br />44_.43' <br />1 16.76' <br />- <br />0=2°24'59" L=17.50' <br />L <br />_� <br />N <br />00°4 4' 1 2" W(R) 1 61 .1 9' <br />- <br />\ <br />o <br />N DRIVE <br />N 0°16'15„ <br />wD <br /><N 1°30'49" W> <br />cnvim_ <br />w <br />�z�oz <br />w00 <br />z <br />N <br />N `r <br />I <br />70, <br />�Oz <br />z m <br />~ <br />/ <br />I TRACT <br />� <br />w <br />O= w <br />TRACT Z- 11 <br />O <br />00 <br />0 <br />LJ w <br />z <br />o� <br />z <br />r 70' <br />l <br />(n = = <br />~ ~ <br />N <br />r n <br />r <br />r <br />o�w�w <br />� � <br />mzzwz <br />r <br />r <br />O <br />o <br />o <br />o <br />L�jO <br />0=36°53'05" <br />r <br />r <br />r <br />r <br />z= o <br />z o= <br />z <br />Ln <br />R=25.00' <br />r <br />25, <br />1 TRACT J <br />�OZ� <br />w o- <br />11 <br />,-t <br />� z L=16.09' <br />25' <br />, I <br />Q 10 AAAC <br />z W Q J <br />=PUBLIC UTILITY EASEMENT <br />A <br />= SANITARY SEWER <br />0 V A=84°08 36 <br />L'L' <br />�Lnz0 <br />A <br />= STORM DRAINAGE EASEMENT <br />Q8 <br />z R=25.00' <br />Q5 <br />I AAA <br />\ <br />A3 <br />_ wn <br />Q6 <br />=INGRESS, EGRESS <br />_ _L=36.71'/ <br />44.30' <br />I <br />I <N 0°54' 10" E> <br />=w=)0 <br />0 <br />MAINTENANCE EASEMENT <br />F0Li <br />// <br />N ROUNDUP <br />/ <br />N o°16'15„ <br />Y <br />44_.43' <br />1 16.76' <br />- <br />0=2°24'59" L=17.50' <br />w <br />d - �z I=- o0 - <br />_� <br />N <br />00°4 4' 1 2" W(R) 1 61 .1 9' <br />- <br />\ <br />o <br />N DRIVE <br />N 0°16'15„ <br />wD <br /><N 1°30'49" W> <br />/ <br />I TRACT <br />w <br />TRACT Z- 11 <br />0 <br />25' <br />25' <br />�� - SEE SHEET 9 OF 15 <br />�0-) <br />Ln L0 <br />FvNpUp <br />'- RO <br />^ z CURT CENTERLINE OF RIGHT OF WAY <br />V CALCULATED PER (R4) AND <br />FOUND N 1/4 AND S /4 <br />\I REECER CREEK ROAD CORNERS <br />22 '27 •� — <br />N 00°02'31 " E 1339.80' <br />�jSEE SHEET 3 OF 15 FOR <br />MONUMENT DESCRIPTION SCALE' 1 50' <br />LEGEND <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 />FX - INDICATES NOTE NUMBER ON SHEET 3 OF 15 <br />O= INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-10.DWG <br />i p�J c� _ <br />Ol c . _ <br />00 <br />o <br />r / dao / TRACT Z-4 <br />. DADA <br />70, 0 <br />r <br />N 7 1 °20'04" <br />50' 25' 0 50' 100' <br />A= INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />Al <br />=PUBLIC UTILITY EASEMENT <br />A <br />= SANITARY SEWER <br />EASEMENT <br />A <br />= STORM DRAINAGE EASEMENT <br />Q8 <br />= MAILBOX EASEMENT <br />Q5 <br />-IRRIGATION EASEMENT <br />A3 <br />=WATER EASEMENT <br />Q6 <br />=INGRESS, EGRESS <br />AND STORM DRAINAGE <br />MAINTENANCE EASEMENT <br />LO <br />T <br />LL <br />O <br />T <br />T <br />I— <br />W <br />W <br />rr2 <br />v! <br />W <br />U) <br />E(R) 100 00, TRACT G <br />010 AAAAA <br />141 I <br />I �oo.00, <br />W <br />25 \ TRACT CC <br />