My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
LPF-21-00011 Black Horse at Whiskey Ph 1 Signed Mylars
>
Meetings
>
2021
>
12. December
>
2021-12-21 10:00 AM - Commissioners' Agenda
>
LPF-21-00011 Black Horse at Whiskey Ph 1 Signed Mylars
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/16/2021 12:48:28 PM
Creation date
12/16/2021 12:46:04 PM
Metadata
Fields
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
BLACK HORSE AT WHISKEY CREEK -PHASE 1 <br />A PORTION OF <br />/V 1 <br />E <br />N 67.31, <br />72°59,53» E <br />� 15 <br />46 3g„ W <br />45 35 56 26, <br />N 22 02 �8 N <br />A PLAT COMMUNITY I - <br />THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 , <br />72.46 <br />N 08°03'06" E <br />SEE SHEET 13 OF 15 <br />72.64' <br />N 02°41 ' 10" E <br />TRACT D <br />1 G A A J A <br />N 4747'46" W <br />57.7 6' <br />45.3543.63' <br />N 1201 14„ W N <br />7-5 <br />6' 46" W <br />TRACT Z-8 <br />71AA 6 <br />58.09' <br />61.13' <br />N 02°15'37" W <br />N 0°40'57" W <br />N 3°32'43" E <br />56.26' <br />72 . 46' <br />W <br />N 07-11'59" <br />56.26' <br />47.00' <br />74.32 „ W N 05°09'37" E <br />N 120602 <br />_ R 675.00' L=390.35' <br />i 33 08 02 344` \ 0=468° 07'16 <br />38° 4� 650.00 L=439.17 - _ 10 R-165.00' <br />_-W HIDE LANE n 0=162°22'33" 6g8 83 <br />RA w y, <br />10 / 6-210°44'10" R=1 g0 00 <br />1 <br />p 23200 " 25.0 L=42 49. <br />=38°42'43 _ L=3 <br />n 39, <br />12218 <br />1�20 02 <br />-23 <br />32 <br />R ,13� 36 <br />� 489°38'47 <br />TRACT Z-7 <br />EI0AA <br />�0 <br />336 34 <br />R=215.00' <br />Ln <br />T <br />LL <br />O <br />Ln <br />I- <br />W <br />TW <br />VrI <br />J <br />W <br />LP -06-00022 <br />LPF-21 -00011 <br />W cl� z <br />2� R_425.00' L=302.93' w z w <br />/=4050 0O�v <br />/ - <br />1 10 o`nw-_' <br />» 800.00' L=285.1 1= _ c O <br />4=93°17'22" R=415 nn' L=675.71' w- w w <br />�)jI'D P DRIVE <br />O R.=375.00' _ <br />25 1 _ 0°50'21" R=375.00' L=267.29' 47 05°21 ,3 R=440.00 <br />d-4 <br />pR,g00•� <br />�0=30°33'41" <br />'3d <br />4=01°24'53" <br />R-465.00' <br />1g8 S L=1 1 .48' z <br />TRACT B <br />3 10 AAAA <br />D <br />W <br />> 0 <br />Q - <br />IC <br />N 00°0231 " E 1999.26' <br />N <br />0)11 <br />\ _ N 00°02'31' E 1051.09' <br />N 00°02'31 " E 2390.89' <br />CENTERLINE OF RIGHT OF WAY <br />LEGEND <br />J� = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />TRACT B = N 00°02'31 " E 537.60' <br />O O Z C:) <br />1 <br />1 zF=�w <br />OU�� <br />Q0� <br />L=809.1 1'0 <br />w <br />/ L�j <br />O Q <br />7=465.00' L=24803 <br />A <br />®ee� <br />ADDITIONAL RIGHT OF WAY <br />DEDICATED TO THE PUBLIC <br />UPON THE RECORDING OF <br />THIS PLAT <br />TRACT 0 = <br />N 00°02'31 " E 164.83' <br />1// 4 /10'N 00°00'44" E 186.04' <br />REECER CREEK ROAD 10 <br />0 <br />CENTERLINE OF RIGHT OF WAY <br />CALCULATED PER (R4) AND <br />FOUND N 1/4 AND S 1/4 <br />CORNERS �- <br />O = FOUND MONUMENT AS NOTED <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 <br /><> = RADIAL BEARING AT LOT CORNER 50' 25' 0 50' 100' <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 />A= PUBLIC UTILITY EASEMENT A6 = INGRESS, EGRESS <br />AND STORM DRAINAGE <br />A= STORM DRAINAGE EASEMENT MAINTENANCE EASEMENT <br />A= WATER EASEMENT <br />A= POWER (GAS AND ELECTRIC) EASEMENT <br />A= IRRIGATION EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-06.DWG <br />s� <br />Z <br />41.56',Z <br />N 89°57'29" W 10.00' I <br />N 35'44'09" W 17.10' - <br />- t <br />NORTH -SOUTH CENTERLINE OF <br />SECTION = N 00'15'12" W <br />5276.33' FROM FOUND S 1/4 <br />TO FOUND N 1/4 <br />328 o�w <br />1 0- <br />169�4 z <br />CD _j <br />14°31� i ozQ <br />�Pc� <br />N TRACT L <br />87.25' - , <br />N 00°02'31 " E <br />266.04'_ , <br />O <br />Q 0 <br />0 Z_ <br />2A <br />X <br />Hc) <br />�LZU�Q� <br />w <br />n O w w <br />s <br />wwz <br />0< <br />GO <br />� <br />�� <br />o <br />W�� <br />:5- a- <br />328 o�w <br />1 0- <br />169�4 z <br />CD _j <br />14°31� i ozQ <br />�Pc� <br />N TRACT L <br />87.25' - , <br />N 00°02'31 " E <br />266.04'_ , <br />O <br />
The URL can be used to link to this page
Your browser does not support the video tag.