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LPF-21-00011 Black Horse at Whiskey Ph 1 Signed Mylars
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2021
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12. December
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2021-12-21 10:00 AM - Commissioners' Agenda
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LPF-21-00011 Black Horse at Whiskey Ph 1 Signed Mylars
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Last modified
12/16/2021 12:48:28 PM
Creation date
12/16/2021 12:46:04 PM
Metadata
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Template:
Meeting
Date
12/21/2021
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Alpha Order
a
Item
Request to Approve and Authorize the Chair's Signature on the Final Mylars for LPF-21-00011 Black Horse at Whiskey Ph 1
Order
1
Placement
Board Discussion and Decision
Row ID
84397
Type
Sign final mylars
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BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />SEE SHEET 3 OF 15 FOR A PLAT COMMUNITY I-- <br />MONUMENT DESCRIPTION <br />A PORTION OF THE NORTHEAST nHARTER OF SECTION 0-7 T 18 N, R 18 E, W.M. <br />KITTITAS COUNTY, WASHINGTON <br />N r'� <br />`"' WRgN(3 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />co <br />R <br />o SEE SHEET 10 OF 15 <br />10' 25' ) <br />2 �� 25' <br />c� ,n II <br />o \ <br />00 00 <br />TRACT Z— ;Up I > �' �� 25. �� TRACT Z-4 <br />N u <br />v _ L z� TRACT Z-5 1 <br />Q r) i 10' I I <br />80 a c 10' <br />ROUNoI <br />00 Lo <br />N 7/ 44.43' — 116.76' — TRACT J TRACT G <br />N 00'44' 12" W(R) 1.19' r <br />w DRIVE N 0' 16' 15" W 200.09' <br />o O <br />N I \ I �<N 1°30'49" W> <N 1°30'49" <N 2°40'12" W> p Z 100.0 v �, <br />Ln <br />1,� 1 1 w (R� �cp. �, r <br />Lo <br />44_33' e N 12 38 LL <br />00 00 <br />i 00 A=84°08'36" 1 O \ <br />VARIES VARIES 0 ^ R=25.00' 25' 25 ' o'- >3 \ TRACT Z-3 O <br />00 `' L=36.71 ' V A00 <br />w EIAAA I— <br />ri _ A=36°51'18" <br />N R=25.00' 10 \ o\ ss W <br />J N L=1 6.08' o_ moo. \ <br />o Ln 1 10 8 v W <br />o w z <br />L6 z v <br />z a � <br />co <br />0 �r <br />\\ A TRACT Z-2 <br />\ \\ <br />\ C o28 0 Lc) CAO C <br />it \w� �aI a 0AAA <br />\ cp.. 5">W <br />\ <br />2 3�1 o \ <br />\ \ V <br />C%)- TRACT Z-1 <br />O zs ❑AAS <br />O w <br />Z p <br />00' <br />\ O \ <br />\ G \ <br />Ln I 2 \ Q \ <br />a�Q0 Lu <br />LIJ <br />co co <br />z 0 <br />00 °oLn <br />� R=25.00' <br />L=36.71 ' <br />0 <br />A=51'1 9'04" ( <br />lxb o R=25.00' <br />L=22.39' <br />41 <br />0 <br />o <br />/ N <br />Lo <br />o SN LL <br />/ 7O 3 <br />Ov A=84°08'36" \� <br />R=25.00' \ o <br />I O <br />L=36.71' � SO 512j" cV <br />I > O A=51' 19'04"RC0 <br />, <br />I h I R=25.00' \ 46\00' I-" <br />I L=22.39' TRACT Z-1 ¢72.75, W <br />Z <br />OAAA <br />a 1 5 6 W <br />w <br />z <br />w <br />w <br />0 <br />w <br />z <br />J <br />S <br />Of <br />O <br />z <br />z L'J <br />Lnoo <br />w <br />0 O w w <br />Q cn = <br />w <br />z�wz <br />JZm0 <br />LLJ <br />F=� JD <br />ao�4 <br />Q <br />cf) :�� <br />Q <br />=owmw <br />w0m—w <br />mw -g - <br />z <br />00L�w <br />wO <br />wwZ=� <br />o=oi—w <br />zor- 10 00 <br />-�I <br />QwwQ� <br />Z n A <br />J Z O <br />Q w o Z <br />o=zmw <br />of <br />� =w� <br />'4,'=o <br />w� } <br />0 Ll <br />m wZ > z <br />z i LLL 0 <br />Ll �' O <br />0 <br />==0 <br />w��= <br />z� <br />v <br />_Ow= <br />l' Z <br />w Q J <br />w <br />ZLLJ C 7 <br />w <br />O �P_D <br />Ld w- u <br />�-=w:5cn <br />� FK <br />�0L�� <br />Y <br />of w cn <br />F- <br />w = 0 = O <br />80' <br />L <br />1 Ln <br />r <br />rA <br />� I <br />/2x �V_ <br />22 7 /• <br />— l N 00'02'31" E 1339.80' <br />N <br />W <br />N T <br />6, <br />I <br />b <br />I � <br />03., F t N 00'02'31" E 1999.26' <br />NORTH -SOUTH CENTERLINE OF SECTION = N 00°15'12" W 5276.33' <br />FROM FOUND S 1/4 TO FOUND N 1/4 <br />REECER CREEK ROAD <br />0 <br />N 00°02'31 " E 2390.89' <br />CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF WAY RECORD <br />CALCULATED PER (R4) AND <br />FOUND N 1/4 AND S 1/4 FILED FOR RECOF <br />LEGEND CORNERS THIS DA <br />S = 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 SCALE. " = 50' <br />A = DELTA <br />R = RADIUS <br />L = ARC LENGTH 50' 25' 0 50' 100' <br />(R) = RADIAL BEARING <br /><> = RADIAL BEARING AT LOT CORNER <br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 <br />rX = 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 />/ <br />\ L=271.31' <br />�_ <br />� N 79 29 3 vJ <br />3 <br />9'26' E W <br />W <br />^h N 7g°S N 75°29'7 (n <br />9.03, E <br />C. <br />TRACT A <br />N 23 X3.64 ❑3 10 AAAA <br />15°42,'22 6» E N 12:42' 6 „ W 1 2 5 6 <br />—1 <br />—-------- ----- -- — <br />10' 1 145.27' <br />1304.05' <br />SEE SHEET 3 OF 15 FOR <br />MONUMENT DESCRIPTION <br />A =PUBLIC UTILITY EASEMENT <br />A2 =PUBLIC STORM DRAINAGE EASEMENT <br />A5 =IRRIGATION EASEMENT <br />A= INGRESS, EGRESS AND STORM <br />DRAINAGE MAINTENANCE EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-09.DWG <br />55 E <br />39.0,3' <br />Z) <br />z <br />Q <br />N <br />LP -06-00022 <br />LPF-21 —00011 <br />
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