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HomeMy WebLinkAboutPalomino Division 4 Final Mylars Signed-r i iii ��� '= Il' ti 1 Ili IL _� 1l 112 1JL 3 ! (Not To Scale) �� � 2 /1 i 22 � /" � 93 \ oZF`to- I� W. aOWERS RD 5 1im L LI LLJ Im 1; jI THIS i7U the Palomino W SITE 1 26 \\0 I �F ��� BENDER RD 8. H Ci A ,4Al v \ c �Q LU I UNIVERS�7 UIr I fqe� 35 �9< 97 33 I� ! WA v 34 90 ptn�F NO�ti KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS EXAMINED AND APPROVED This ..f 'L-. day of ........ f A.D., 2020 !! . ........... ....................I....''....... Kittitas County Engineer HEALTH DEPARTMENT I HEREBY CERTIFY that the Palomino Fields Plat - Division IV, has been examined by me and I find that the sewage and water system herein shown does meet and comply with all requirements of the County Health Dept. Dated this Day of .. ... A.D., 2021. it it Countv Ilea Aj>ler CERTIFICATE OF PLANNING DEPT. 1 HEREBY CERTIFY that the Palomino Fields Plat - Division IV, has been examined by me and find that it conforms to the Comprehensive Plan of the Kittitas County �A x ry r mid -i ti. ? +SlOn. A PORTION OF TUE S ;j 0 F THE Nov OF Dated this ....... Dav of .................. A.D., 2020 1 Kittitas County Planning Official CERTIFICATE OF TREASURER I HEREBY CERTIFY that the taxes and assessments are paid for the preceding years and for this year in which the plat is now to be filed. Parcels 960974, 961392, & 961393. Dated this ....... Day of .................. A.D., 2020. 0. • ................................................. g Kittitas C-m-U.-Ity treasurer CERTIFICATE OF ASSESSOR X I HEREBY CERTIFY that the Palomino Fields Plat - Division IV, has been examined by me > and I find the property to be in an G m acceptable condition for platting. Parcels 960974, 961392, & 961393. CD Dated this ....... Day of ................... A.D., 2020. ,F i...................................................... Kittitas County Assessor v KITTITAS COUNTY BOARD OF COMMISSIONERS EXAMINED AND APPROVED this .............. day of 0 BOARD OF COUNTY COMMISSIONERS By............................................................. Chairperson ATTEST: Clerk of the Board a e € I 'IT A L g I � I�DIVISION 1 I®P.C�rIVI i !g No . .............. IV LPF-20-00004 A REPT A 1 TR C AN §� PAL M N F LLD P AS DIVISION ]LP-0�-000��� iv , 00 A PORTION OF TUE S ;j 0 F THE Nov OF SECTION 27, TOWNSHIP SHIP 18 NORTH, RANGE 18 EAST, W.M. sN YTTTTT A C 11.11 111 LX" C OTTNTTV W A CT-TTNTC- TCII\T \-/V ill\ i l , 11 LZ LTJ 1111\ V 1 V1\ 1 J 15 Ob x' `0).21• A' 22 — — S 89°49'36" E 2613.60' — — 22 Q [N 89'29'42„ W 2 ,27,87'] <S 89`5 J'48" ;Ai 262 -?°sag,- ............................ c 89°30'21" E 2627.93 %N 89°36'51" W 26='7.68') ...,..................................... 2.i�� .° i N 00"00'53" fit; 528i.39' ; 1 I N 21 -- S QQ°00'00" 5281 .34' : W. BOWERS RD. 22 € j N 89°30'2 , " W 917.00' ......... 232__ —__ 28 28 R-3 - Inch brass cap W 1/16 Corner 231 / -R�-- Rte -_--27=. o l monument stamped :ooL33 o N IS 14746' found '.0 ( o September, 2016 : NI / Q� D t C��C D�o�gLOMM�N© 0 HELDDS PLAT= DM. 7 z `J rn io ti0� a — 1...........1...........1 .......... ... 00 co�LcQ co 217 tC) r r oV4v N d I Q _ TRACT 'Ao N N 00 CO �I DOM��oO�l as zz: �w {� 4 E- o co /� \ �Ld " O �4 0 - N � � •'••� � � J � 100 I u� N 0 4 �• 00 z a Floo pd-lairi co N Ln o 4 O� O E" O �d Boundary 3 N in 1`0 Coco 0)0 NN ��I ° I� -o �� v —�� BOO 4113 Lo o 0 9� o N fico <o, �� o O \?�- y r0 N Ln 00 \ �� QD v. i �� L9......� _\.... _ _ LLO. w �� N 1 1 6�' < O-.....r............�.'. S 89°45'28" E .......I•,. '- cv / L8 -)$ NW 1/16 - 1008.24' lJ o Ln Corner L7 Corner �l O �� i CN 1/16— �' � CO �181.28' L6 �� / ��a N o \ \ io Corner o NN S L5 �� �� �� �o q o 7° /�o w A6A ) L4 �0 0rN 6S7 I o q° A `� `°� 0% x z p4 Ln ro 10 0 0 L2 00 L u voi o w y0� <�' �o �� °o w N Uj zz- o ti I �� C i 3 � rn � � r in N CO a ., z 1 00 -year �& �c v0 �� 0� \�dg ,� 0 0 Floodplain ��r �� �1p TRACT 'L' Cf) Boundary lineCD LOT 1 \ o 7 2 \ TRACT 04 Ln 8 tiOti� \ ��� , K, w EE TRACT O U N 00°05'25" W 108.83' ., v ti LOQ TRACT , J, 222 \ \ ` 7 z West /4 Corner 1321.7 1 ru' 28 27-- �- 1 1/4 - inch iron pin monument ...,,...... """' S 89°59'31" W 1321.71' found September, 2016 C -W 1 /1 6 A S 89'59'31" Wim! Corner 26 a 42.14' N 51 °45' 1 1 " W 285.60' & �� .......... ••• ................................................S 89°59'31" W 2643.42' ....:�.......... ................. �........./// ^r � 03....Ct COV V�\\///JBO a�\`�//7 So Po l I� O 00 �0) 00Ln u'`nS U R V E Y O R' S C E R T I F I C A T E �S ^ I (0�D� N N N N N N N N I hereby certify that the Palomino Fields Plat - Division �S S7�S. CD N c° 7° r�rrjl �w� w IV plat is based on an actual survey and subdivision of srs, 77" `�� _ _ Section 27, Township 18 North, Range 16 East, W. M. that the 77 F n `n j N 0 00 � o -CO distances and courses and angles are shown thereon S &2 I Ln Ln Ln correctly; that the monuments have been set; and lot and ��'d,6&- 92 .1- , - Ln 0 0 0 0 block corners staked on the ground. & 37�6 7 &�- 000 0000 AS zcnz Cn nzz �C,K C. S �6 oy WAS vt 28W27 �� \ � Frederick C. Skinner, P.E. / P.L.S. 1 - inch iron pin e o � Washington Land Surveyor No. 12491 27 monument found WESTERN PACIFIC ENGINEERING 10 September, 2016 33 3 �o ®12451 wo AND SURVEY, INC. Railroad spike �34 S 89°31'51" E 2644.52' GrsrEg� �° ' Pioneer Way Professional Center monument found [N 89°31'45" W 2644.63' 0AAL L 1326 Hunter Place September, 2016 Moses Lake, Washington 98837 1L I N E 1L E G E N D Parent Parcel Lot Line Section Subdivision -- Right -of -Way Centerline - - -- Surrounding Plat Lot Line ..................•• Assumed Creek Boundary Line .. . .. Dimension Line — Assumed Centerline of Town Ditch/Canal --�W----�w--- Previous Plat Right -of -Way Easement PL Parent Parcel - Parcel boundary as contained in 'PROPERTY DESCRIPTION AS RESULT OF SURVEY' A U D I T O R' S C E R T I F I C A T E Filed for record this ....... day of ........................ 2020, at .......... M, in Boo's ........ of Surveys at Page(s) ............. under Auditor's File Number ................................... at the request of Western Pacific Engineering & Survey, Inc. .............. County Auditor .................................................. Deputy County Auditor B A S I S O F B E A R I N G S The bearing for the East boundary line of the Northwest quarter of Section 27 equal Cruse & Nelson's bearing of South 00°15'36" East for the same line as shown on the FHA, U.S.D.A. property survey found under Kittitas County's Auditor File No. 199702200014 300 150 0 300 600 900 SCALE IN FEET INSTRUMENT USED INDEXING DATA Trimble R10 GPS Receivers Traverse Closure Meets Standards Per WAC 332-130-090 S27 T18N R18E �ESTERN PACIFIC\ ENGINEERING & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washincton T:(509)765-1023 F:(509)765-1298 Services in Washington and Idaho LCU, INC. Surveyed by LMH Scale 1" = 300' Drawn by Tml/ FCS Sheet 1 of 6 Checked by FCS Project No. 18146 "'MINO T Receiving No . .................. LPF-20-00004 P ALU FIELDS PLAT DIVISION I A REPLAT OF TRACTS 'C'ELAS PLAT DIVISION IV , AND D', PALOMINO FI LP—o�r—®oo� i� 00 A PORTION OF THE S OF THE NW % OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M. `')0 YTTTTT A C COUNrITV WAqUTIVICIT01VI 111 1 1 1 1_ 11J V V V 1\ 1 1, V T 1, x" 1 11 1\ %-A 1 V 1 00 �00o o 1)� L E G E N P LOT 2 U TRACT av 0.781 Acres, �' I <<.• • 5/8 — inch iron pin with surveyor's cap marked more or less Ui 30.00' i O� LS 12491" monument set October 10, 2020 S co P w� 0 \ \ \ N 20 „ vi �; 13 �O `'� ® 3 — inch brass cap monument found \ O -b0���QOQO„ F �� September, 2016 S 01`00'00" W Ae �� 3• b 169.25 '� �■ 5/8 — inch aluminum surveyor's cap monument stamped 'Kittitas County' found September, 2016 QN,LOT 14 0.453 Acres OOV Q 1' lr 1 G/ more or less O 2 inch brass cap monument stamped IS 249 O, O fi—O �b pipe set in a monument CA, '00 O �F3 �� S8. ti o ! . O' I�IATC�II LINE grouted in a 2—inch P P ®� _ Q ®... ®� ®, 1 \' ®� 7 ®®'D o _ ,...., ® s _, ®.,,,,. ®� e� _ _ _ _ _ case November 12, 2020 --- ®®® _ ®213.97 0— 213,9 D, O D9a o' o� i SEE SHEET N 01'00'00" E 281.98 3 OF 6 ® 2 — inch brass cap monument stamped 'LS 12491' grouted in a 2—int pipe found in a monument 9,7 LOT 13 case September, 2016 0.891 Acres / Pi., y --p N ® c \ R e more or less 0 5 8 — inch iron n with surveyor's cu stamped 9' I" '12491' monument found September, 2016 r' • �S S`39 00 23°p CIV� 8 5/8 — inch iron pin with surveyor's cap star, -,ped ° �p0 S3, �O' �� OQ„ 18092' monument found September, 2016 J� E � �3°t sS0? ^ / ��' O l0 7 ■ 5 8 — inch iron in with no surveyor's ca O 8. e �o t� &� 28 . O / P Y P �� ���'S monument found September, 2016 E � 9 eS ' • II • F s O . f s _ ❑ 1 — inch iron pin with no surveyor's cap 3 9 N 00°05'25" W 1325.00' O} 0 F ti ops �O O monument found September, 2016 ��. SS7 ° 9� �`� 7Q. r10 (0 ■ Railroad spike monument found September, 2016 O Tract 'G' r �h• ��9 Leos '�rO� 5/8 — inch iron pin with surveyor's cap marked 7.855 Acres, C t °S l0 �` ss h�0 ° L ............. 8 Q �� "LS 12491" monument found 2020 Li More or less00 1 [-- _ S00 �oJ 0�1 R�� O Calculated point only r` w NIs, 0" / 1 �s — no monument found or set co in O �9'' joys • ��" S8. ops •6' O ( ) Previous) recorded information from Preston Co LJ°' Ln �S �°d �° �8 `oS0 ^O �� �� X19'' �� ti� Short Plot, Short Plat A-22, and shown on r_1 1w • �, e o 9°� 00 �` Qv' drawing as 'Kittitas Co. Short Plat No. 77-12', o - ��0., Iron ®�� ®���9 �`'3� �� �� as found under Kittitas County's AFN 418140 N ss �O °� 0 C) ti 90 j L J Previously recorded information from Record of Ln SOJA h S�0 h Survey drawing as found under Kittitas County's W w co • ® 9��� O' ` � 00 AFN 199702200014 00 Cn'9 , h O N �° ? ASO !� �� ��� 0'' < > Previously recorded information from Record of 3150,. o Seo e o °� l0 F Survey drawing as found under Kittitas County's 1 ' AFN 199702200014 0® 1 Previously recorded information from Record of I n 2 S S ' jS °O� `°sg Survey drawing as found under Kittitas County's S O O' cy, 6 Tract 'H' 00. / •d 0R�0 �� AFN 199702200014 �I5.891 Acres, o� More or less •. o �• Previously recorded information from Palomino o�� o � o �w w Fields Plat — Div. II drawing as found under �O �. m h Q _ Kittitas County's AFN 201 90521 001 4 MO rn > < Previously recorded information from Statutory ;n Warranty Deed found under Kittitas County's / °' AFN 416766 00 N 35'00'00" E 632.1 1' Q X86;-.. ® ��� z Note — See PLAT NOTES — Sheet 5 of 6 6S Tract 'E' r C1 / % 16.055 Acres, E A S I S y r r�\ more or less P E A ]EZ I N G S �— C T 2 INSTRUMENT USED INDEXING DATA W The bearing for the East CEJ C3 I� h' Trimble R10 GPS O �`� boundary line of the Northwest Receivers LJ` - — O �/ quarter of Section 2/ equal i cv r0 � � Cruse & Nelson's bearing of Traverse Closure I N South 00`15'36" East for the Meets Standards Per NO W LdW W .���v same line as shown on the FHA, WAC 332-130-090 S27 T18N R18E 00 I W $ n r U.S. D.A. property survey found O N 0 T I C E under Kittitas County's O �' Auditor File No. 199702200014/r'll II II II II II II II I�nf1� i N 00-)Q This is a Major Plat and as such is not • ti i' •, i Ln LU n �II__ O (DO 0) v intended to show, nor does it purport to show, •y e !O� O N00 all easements and encumbrances. 3 \ z \ N I z % •• .• z t`e.. 0 O1� . —_O� SCALE IN FEET e ;5 I'NVESTERN PACIFIC ENGINEERING & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washington T:(509)765-1023 F:(509)765-1298 Services in Washington and Idaho LCU, INC. Surveyed by LMH Scale 1 " = 100, Drawn by Tml/ FCS Sheet 2 of 6 Checked by FCS Project No. 18' 46 AALOMINO FIELDS PLAT DIVISI A REPLAT OF TRACTS ' ', 'C', AND 'D9, PALOMINO FIELDS PLAT DIVISION IV A PORTION OF THE S 12 OF THE NW % OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 T7Tr17rT1TrP A C-1 f1f>TTTeTmTT TAT A Ci T T T -X T /-I M..feTT h 1 1 1 1 1 LA \ 1 1 1 1 1 1 XI 1 Y V V L1 .1 h 1 1 XI 1- 1 1 1 1 XI 111 1 1 1. A L X K -j \l V V 1. 11 1 1, L x K --?1 111 \ tJ 1 V 1 14 N 00°15'36" W 1.82' S 00°15'36" E 30.00' Center of ....................................................................... S 00'15'36" E 26-38.51' (N 00° 1 5'00" E 2655.25') [S 00° 15'36" 2638.62'1 To N. 1/4 Corner .............. .......... ...... •.... Section 27 * FIF �C�� 4 COAD ® — ........... S 00° 17'09" E 482.88'........ ....01 - —R/W-- - R/W----R/W -- ---- R/W R/W— — — —RiW R/W — — —R/ — R:/W R/W—R/W----R/W ��--R/W--��—R/W--- NW —� tD IL 7 _ � '�� 422.88' r� : C i I )IN L11:. O JN: CO m Ln NCL .v �. : � o rn �, z "� D a�a �� _0) 00 00 o 00 1u N r� L oo O E - :Ln Deceiving iso. ...........e...... L]PF-20-0000 1 LP -07-0003 y 00 (y EAST, t r(1, W.M.� T- 00 — r SX) B A S I S O F B E A R I N G S The bearing for the East boundary line of the Northwest quarter of Section 27 equal Cruse & Nelson's bearing of South 00°15'36" East for the some line as shown on the FHA, U.S.D.A. property survey found under Kittitas County's Auditor File No. 199702200014 T I C N O E C- r : . This is a Major Plat and as such is not intended to show, nor does it purport to show, N \ \ ,O 0 0 2�2' i� ? ,�0�6 (IS�� all easements and encumbrances. 00 Al' �O lc`� $OOOG2 2, 00 NI b OO00 , p' w7?) 0 O 6� 1 00 EL 100 50 0 100 200 300 D\ d o a a SCALE IN FEET O J' 0 00 e6y0 S C)� O, TRACT 'F'o 1 5.798 Acres, w � more or less 00 Ne O, \ Ln o'� O, TRACT 'J'00 \0 ode ���� �,, 4.014 Acres, z more or less CP 13jt- g5 o \ \ ��/d / \ \\ \\ �`j0 \ 000° 1 �, 0C "F" N LOT 2 UTRAOT c 0.781 Acres, Ln � z \ \ \ g more or less U �--30.00' Off' NI N P 0 30 \ \ \ 20°0n, a 00 21 i1 S 01°00'00" W 1� 169.25' ® LOT 14 o 0� 0.453 Acres, � 00, O �\ �� � �� ti 3 �o�' � �� � more or less �. cA° o O D 6°�6�- `� °, CO a — — MATCH LINE -- 00 -- -� _-�--- -��- �-- O� o o� — e — 213.97' —_ — i 9, ® �- SEE SHEET 0 �� N 01"00'00" E 281 .98' 2 OF 6 -16- jI8 °T 69 72 0 LOT 13 cF Y"�s \ �`b 6.7 ��' Ro d 0.891 Acres, ofe� e OAF2 more or less o, 0 E- 6' 0 S 9 r O os l0 Op.S� O ry 7��9-01, Leos s i N 00°05'25" W 1325.00' N 7 00, 05 h� 00 23-00, X00 `lam 00 0 ole g 9 l� ' e o INSTRUMEINT USED INDEXING DATA Trimble IR10 GPS Receivers Traverse Closure Meets Standards Per WAC 332--130-090 S27 T18N R18E WESTERN PACIFIC\ ENGINEERING & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washington T:(509)765-1 023 F:(509)765-1 298 Services in Washington and Idaho LCU, INC. Surveyed by LMH Scale 1" 100' Drawn by Tml/ FCS Sheet 3 of 6 Checked by FCS Project No. 18"46 P AALOMINO FIELDS R-ec eivi g ISO . .................. PL*`_,AT — DIVISION LPF-20-0000I A REPLAT OF TRACTS 'I3'CAND 'D', PALOMINO FIELDS PLAT — DIVISION IV LP -07-00031 A PORTION OF THE S 1/2 OF THE NW 14 OF 00 SECTION 2'7, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M. 00 YTTTTT ®� 111 A 1 Jl 1 1. 11....1 COT 11\T TV W ®gT4T1\TC_' T0N1 V \J V J_ \ 1 1, IF I J_ X kJ 1111 \ %-A X V 1 .................. S 89°30'21 " E 5%9.x-2'................... 182.45 396.96' E A S I S O F> B E A R I N G S r The bearing for the East boundary !ine of the Northwest quarter of Section 27 equal Cruse 8c tr5 j��� •. /' Nelson's bearing of South 00-5'36" East for / the same line as shown on the FNA; U.S.D.A. property survey found under Kittitas County's° J Auditor File No. 199702200014 O ' CL / �3 o N O T I C E , 30.00' 13 scf ' . • I This is a Major Plat and as such 's got C� ! \ intended to show, nor does it purport to show, all easements and encumbrances. I 100 50 0 100 200 300 .. Ln /7_•. W! , SCALE IN FEET O O0, O o o ¢ �� ' r L - - �� Tract 'E' o / 16.055 Acres, Ln r� Q more or less LO o Qn ' o r cC O 00 (_0 10.01' N 02° 15'3 2'! Existing 40.00' Wide County Road Right - W of -Way Easement :.... 1..... S 89°30'21 " E 982.65'........... W. BOWERS RD. I to Center of Section A M N 1 7L'- E L: n.�� PDAL,CM�NO III I ____9ELDS PLA� T-� D�V, ................................. 1 ................................. APPROXIMATE LOCATION OF TOWN DITCH / CANAL z z C1 4 O -- - — — — —— -1 0v Tract 'J' 7/ 4.014 Acres, � �.— more or less �--®— r- I / i O G G12 C15 N ! 1� � ••\ Floodplain - CL G1 w \ Setback Boundary Q 0 � 30.00' 13 0 �O Tract H 00 5.891 Acres, z y� \ :CL �� Q More or less G OG ® \ O 180.39' O.' 86-22'25" E -=� �`_ 0 ry TRAC7 ...................................................... ................. f.............. S 89°45,08„ E 1 133.18' ...... .............. MATCH LINE SEE SHEE'T'S 2 & 3 OF 6 ISI ICK C. S 12491 ri INSTRUMENT USED INDEXING DATA Trimble R10 GPS Receivers Traverse Closure Meets Standards Per WAC 332-130-090 S27 T18N 818E WESTERN ENGINEERING PACIF'IC & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washington T:(509)765-1023 F:(509)765-1298 Services in Washington and Idaho LCU, Surveyed by LMH Drawn by Tml/ FCS Checked by FCS INC. Scale 1 " = 100, Sheet 4 of 6 Project No. 18146 � PALOMINO FI LAT -DIVISION I A REPLAT OF TRACTS "_, 'C,, AND 'D', PALOMINO FIELDS FLAT - DIVISION IV A PORTION OF THE S 1/2 OF THE NW % OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 YTTTTTAS CO� iNTTVs WA STTTNTG T0T\T G E N E R A L N 0 T E S 1. As per RCW 17.10.140. landowners are responsible for controlling and preventing the spread of noxious weeds. Accordingly, the Kittitas County Noxious Weed Board recommends immediate reseeding of areas disturbed development to preclude the proliferation of noxious weeds. 2. Construction of access improvements will require obtaining an access permit from the Department of Public Works. All access improvements shall be completed in accordance with current Kittitas County Road standards prior to issuance of a building occupancy permit for any proposed lots. 3. Maintenance of the access is the responsibility of the property owners who benefit from its use. 4. An approved access permit will be required from the Department of Public Works prior to creating any new driveway access or performing work within the county road right-of-way. 5. Any further subdivision or lots to be served by proposed access may result in further access requirements. See Kittitas County Road Standards. 6. A public utility easement 10 feet (10.00') in width is reserved along all lot lines. The 10 foot easement shall abut the exterior plat boundary and shall be divided 5 feet on each side of interior lines. Said easement shall also be used for irrigation. 7. The entire private road shall achieve ninety-five percent (95%) compaction based upon the standard test method for laboratory compaction method ASTM Designation D1557 using the standard test method for in-place density and water content of soil and soil -aggregate by the nuclear method ASTM D6938 and shall be inspected and certified by a licensed engineer licensed in the State of Washington specifying that the road meets or exceeds current Kittitas County Road Standards prior to the issuance of building permits for this plat. KCC 12.09.040 entitled Embankment Construction Control in Developments allows the approved WSDOT Standard Specifications compaction test and/or other ASTM tests approved by the Kittitas County Engineer. 8. Kittitas County will not accept private roads for maintenance as public streets or roads until such streets or roads are brought into conformance with current County Road Standards. The requirement will include the hard surface paving of any street or road surfaced with gravel. 9. No building permits will be issued until the roads) have been certified by the Kittitas County Public Works Authorized Representative upon completion of the Final Plat. LINE DATA LINE BEARING BEARING DISTANCE L1 N 25'19'03" E 49.93' L2 N 78°09'30" E 10.33' L3 N 19'19'02" E 28.09' L41 N 26°41'48" W 130.09' L5 N 10°20' 1 2" E 136.16' L6 N 26"11'12" E 90.16' L7 N 53`23'02" E 89.93' L8 N 44'23'45" E 13.34' 1_9 S 89°45'28" E 1133.18' L10 S 28`00'00" E 117.60' L11 S 62'00'00" W 350.00' L12 S 28`00'00" E 696.00' L13 N 62"00'00" E 218.00' 1-14 N 28°00100" W 239.95' I L15. N 62°00'00" E 107.00' 1_16 S 28°00'00" E 23.55' L171 N 62'0O'00" E 60.00' L18 N 62`00'00" E 381.79' L19 N 35°44'51 " W 146.15' L20 S 00° 17'09" E 482.88' L21 L221 S 89'59'31 " W 458.28' L2,31 S 38'14'18" yrl 423.13' L24 N 51 *45'1 1 " W 1926.66' LINE DATA (CONT.) LINE BEARING DISTANCE L25 N 27°21'48" E 109.54' L26 N 39°23'29" E 184.73' L27 N 15'59'04" E 215.35' L281 N 42°00'30" E 550.95' L29 S 29-05'16" W 327.50' L30 N 32`40'41 " W 214.39' L31 N 89"30'21 " W 579.42' L32 N 02'15'32" W 1 0.01 ' L3,31 S 89°30'21 " E 81.27' L34 N 00'00'00 E 554.35' 1_35 N 28"00'00" W 324.75' S U R V E Y 0 R' S N A R R A T I V E 1. Historically two different location of the north quarter corner of Section 27 Township 18 North, Range 1B East. W.M. have been used. In 1977 via the short plat recorded under Kittitas Co. Auditor's File Number 418140, a monument was set. Subsequently the monument was removed possibly do to road reconstruction. In 1991 via the survey recorded under Kittitas Co. Auditor's File Number 539177, a nail and washer was set with a note that Kittitas Co. Public Works will set a monument in a monument case with future road maintenance in the vicinity. The location of these two monuments differ by 28.24 feet. 2. The 3 -inch brass cap monument found at the intersection of Reecer Creek Road and Bowers Road was held to establish the north boundary of the northwest quarter of said section 27. By holding this monument property on the north side of this line had the fewest apparent negative impacts, while the property immediately on the south side absorbed all the decrease in size. In addition, most performed subsequent to 1991 have relied on this monument as the location of the north quarter corner. 3. However, the 1977 monument location was held for the purposes of locating the following three parcels: Kittitas Co. Short Plat No. A-22 recorded under AFN 418140 Tract 1 of Statutory Warranty Deed recorded under AFN 201410160051 Tract 2 of Statutory Warranty Deed recorded under AFN 201410160051 In addition, other monuments and fence lines were used to help confirm the boundaries of said Short Plat. 4. The west quarter corner of Section 27 recorded on said Auditor's File Number 416140 was calculated. However, on an adjacent survey to west, a 1-1/4 inch iron pipe was found and accepted as said west quarter corner. During this survey said 1-1/4 inch iron pipe was found and accepted as said west quarter corner. 5. The county road right of way for Reecer Creek Road has been defined differently by various plats along Reecer Creek Road. After contacting Kittitas County and doing independent records research we found no specific description of said right of way other than the previously recorded plats. Therefore with no other evidence, for this survey, the centerline of the county road known as Reecer Creek was defined in the northeast quarter of the northwest quarter of said Section 27 as coincident with the east boundary of the northwest quarter of said section. The said centerline matches that of said Auditor's File Number 418140. 6. The remaining exterior property boundary lines are identified on Sheet 1 of 6 as per the property description contained herein. However, the owner of said property owns addition adjoining property in this general area. W A T ]E R N 0 T E S On February 6, 2017 Chicago Title and Ellensburg Water Company were contacted to find any information regarding the location and ownership of the "Town Ditch". At that time both entities were unable to provide any information to said ditch. The Ellensburg Water Company believes there is at least a prescriptive easement for said ditch but we do not have any documentation to prove this or even define said ditch other than the surveyed location shown on this survey. _N 0 T T C E This is a Major Plat and as such is not intended to show, nor does it purport to show, all easements and encumbrances. This survey was prepared for the exclusive use of the person, persons, or entity named in the Surveyor's Certificate hereon. Said certificate does not extend to any unnamed person without an expressed recertification by the Surveyor naming said person. Receiving NO . ................... LPF-20-0000: LP -07-000e31 C,1 00 EAST, W.M. () O R I G I N A L P R O P E R T Y D E S C R I P T I O N Tract 'B', Tract 'C', and Tract 'D' of the Palomino Fields Plat - Division II as recorded in Book 13 of Plats, Pages 23 through 29. as recorded under the Kittitas County Auditor's File Number 201905210014. P L A T N 0 T E S 1. Existing thirty-foot (30.001 wide Kittitas County Road Right -of -Way. 2. The short plat name is shown on top of the short plat developed by Mr. Leroy J. Preston in November, 1977, to be ''KITTITAS CO. SHORT PLAT NO. 77-12", but the County refers to this same short plat as ''SHORT PLAT A-22". Said plat is filed under the Kittitas County Auditor's File Number as 418140. 3. A fifty -foot (50.00') wide access strip - a part of Tract "G" 4. Not Used ilk M811111100 We 6. Found a 5/8 -inch iron pin N 17°22'22" E a distance of 0.76' from the calculated position of the property corner. 7. Found a 5/8 -inch iron pin without surveyor's cap south a distance of 0.3' from the calculated position of the property line. B. Land Corner Record for Section Corner is filed with the Kittitas County Auditor's Office under the Auditor's File Number 536434. 9. Land Corner Record for Section Corner is filed with the Kittitas County Auditor's Office under the Auditor's File Number 199912150012. 10. Land Corner Record for Section Corner is filed with the Kittitas County Auditor's Office under the Auditor's File Number 199912150013. 11. A thirty-foot (30.00') wide County Road Right -of -Way Easement dedicated via Palomino Field Plat - Division II as recorded. 12. County Road Right -of -Way as detailed on the Record of Survey drawing filed in Book 22 of Surveys, Page 174, Kittitas County Auditor's File No. 199702200014 13. Thirty-foot (30.00') wide Right -of -Way Easement to be ownec by Palomino Fields Utilities Inc. 14. The 100 -year Flood Plain set -back line as shown hereon. 15. One hundred -foot (100.00') flood plain setback. 16. Thirty-foot (30.00') wide Right -of -Way Easement to be ownec by Palomino Fields Utilities Inc. .ICK C Is, 4, NVAs� � Z 12491 �I0NAL LAl� i INSTRUMENT USED INDEXING DATA Trimble R10 GPS X I I Receivers Traverse Closure Meets Standards Per WAC 332-130-090 S27 T18N R18E WESTERN PACIFIC ENGINEERING & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washinciton T:(509)765-1023 F:(509)765-1298 Services in Washington and Idaho LCU, INC. Surveyed by LMH Scale 1" = N/A Drawn by Tml/ FCS Sheet 5 of 6 Checked by FCS Project No. 18146 7 TV Neceiving iso . ........... PALOMENU FIELDS �� e � SION 1 LPF-20-0000 t A REPLAT F TRACTS $E', ,C", AND 'D%PALOMINO FIELDS SLAT DIVISIONIV LP -o -0003 i A POR T 00 ISN E THE S �f� F THE ,TW �f �F SECTIO T 2"�, Ti WNSHIP 18 �T®RTH, RANGE 18 EAST, W.M. 00 uTTTTTA S MT 1 TV WA CTTTNTG T0N1 D E D I C A T I 0 N S DEDICATION KNOW ALL MEN by these presents that CLE SLUM PINES WEEQT, LLC, a Washington Limited Liability Company, do hereby declare til pla and dedicate t the public forever all roads and ways hereon with the right to make all necessary slopes for cuts and fills, and the right to continue to drain said roads and ways over, and across any lot or lots, where water might take a natural course, in the original reasonable grading of the roads and ways shown hereon. Following original reasonable grading of roads and ways hereon no drainage water on any lot or lots shall be diverted or blocked from their natural course so as to discharge upon any public road rights-of-way, or to hamper proper road drainage. Any enclosing of drainage waters in culverts or drains or rerouting thereof across any lot as may be undertaken by or for the owner of any lot, shall be done by and at the expense of such owner. IN WITNEES�S WHEREOF, we havwe� hereunto set our hands and seal this day ofl)t G' ` .... , A. D. , 2020, CLE ELUM PINE WEST, LLC.,,4 Washington Limited Liability Company .......... - .............................. Pr ident C ELUM PINES WEST, LLC UEDICATIOi.I KNOW ALL MEN by these presents that CLE ELUM PINES EAST, LLC, a Washington Limited Liability Company, do hereby declare this plat and dedicate to the public forever all roads and ways hereon with the right to make all necessary slopes for cuts and fills, and the right to continue to drain said roads and ways over and across any lot or lots, where water might take a natural course, in the original reasonable grading of the roads and ways sha{an hereon,Following original reasonable grading of roads and iovi =s he`,eon no drainage water on any lot or lots shall be diverted or blocked from their natural course so as to discharge upon any public road rights-of-way, or to hamper proper road dFainage. Any enclosing of drainage waters in culverts or drains or rerouting thereof across any lot as may be undertaken by or for the owner of any lot, shall be done by and at the expense of such owner. CURVE DATA CURVE RADIUS DELTA ARC TANGENT CHORD BEARING CHORD C1 170.00' 86°45' 1 1" 257.40' 160.6,3' S 08"22'35" E 233.51' C2 200.00' B6'45'1 1 " 302.83' 188.98' S 08°22'35" E 274.72' C3 230.00' 86'45' 1 1 " 348,25' 217-3 2' S 08"22'35" E 315.92' C4 270.00' 16'04'27" 75.75' 38.12' S 59°47'25" E 75.50' C5 270.00' 50° 10'22 11 236.43' 126.40' N 87°05' 1 1 " E 228.95' C6 300.00' 66'14'49" 346.87' 195.74' S 84°52'36" E 327.87' C7 330.00' 5'08'26" 29.61' 14.81 ' S 54" 19724" E 29.60' C8 330.00' 1 9'47'24" 1 13,98' 57.56' S 66°47' 19" E 1 13.42' C9 25.00' 90100'00" 39.27' 25.00' S 17`00'00" W 35.36' C10 60.00' 75`54'46" 79.50' 46.80' S 80`02'37 E 73.81' C11 270.00' 50°00'00" 235.62' 125.90' N 60`00'00" E 228.21' C12 300.00' 50`00'00" 261.80' 139.89' N 60°00'00" E 253.57' C13 330.00' 50`00'00" 287.98' 153.88' N 60°00'00" E 278.93' C14 25.00' 85`00'00" 37.09' 22.91' S 42°30'00" W 33.78' C15 20.00' 84`47'03" 29.60' 18.26' S 52°36'29" E 26.97' C16 217.04' 90"29'39" 342.79' 218.92' S 45°14'49" W 308.26' C17 530.00' 17°47'03" 164.51' 82.92' S 19'06'29" E 163.85' C18 330.00' 41` 18'59" 237.97' 124.42' S 82'39'30" W 232.84' C19 25.00' 75'54'46" 33.12' 19.50' S 80`02'37" E 30.75' C20 60.00' 90"00'00" 94.25' 60.00' N 17'00'00" E 84.85' C21 170.00' 62°00'29" 183.98' 102.16' S 59"00'14" E 175.13' C22 200.00' 62°00'29" 216.45' 120.19' S 59'00'14" E 206.04' C23 230.00' 62°00'29" 248.92' 138,22' S 59'00'14" E 236.95' C24 530.00' 10- 12'57" 94.50' 47.38' N 05°06'29" W 94.37' N 0 T I C E This is a Major Plat and as such is not intended to show„ nor does it purport to show, all easements and encumbrances. This survey was prepared for the exclusive use of the person, persons, or entity named in the Surveyor's Certificate hereon. Said certificate does not extend to any unnamed person without an expressed recertification by the Surveyor naming said person. A C K N O W L E D G E M E N T S STATE OF WASHINGTON ) ) SS COUNTY OF IA -M117") On this day jc0,1 of 1,,/.ti.�! ...... A.D. , 2020, before me, the undersigned, a Notary Public in and for the State e= Washington, duly commissioned and sworn, personally appeared and, to me known to be the president of CLE SLUM PINE WEST, LLC, and acknowledged the said instrument to be the free and voluntary act and deed of Said Corporation, for the uses and purposes therein mentioned, and on oath stated that he (she) was authorized to execute the said instrument and that the seal affixed is the corporate seal of Said Corporation. WITNESS My hand and official seal the day anc year, first written ................ N(!! Zary Public and for the State o= Washington, residing at .. Clc tRk%'o. vokr......... . STATE OF WASHINGTON ) y ) SS COUNTY OF l-ftCtr" ) On this day I of�M�.... A.D., 2020, before me, the undersigned, a Notary Public in and for the State e= Washington, duly commissioned and sworn, personally appeared and, to me known to be the president of CLE ELUM PINE EAST, LLC, and acknowledged the said instrument to be the free and voluntary act and deed of Said Corporation, for the uses and purposes therein mentioned, and on oath stated that he (she) was authorized to execute the said instrument and that the seal affixed is the corporate seal of Said Corporation. WITNESS My hand and official seal the day and ye first written l% ......... .................. .. Notary Public i and for the State of W: Tmw :W Washington, o iv IN WITNESS WHEREOF, we have hereunto set our hands and seal this jC;M�yi•� residing at Cu-►h�1�A�.............. (� nn -`7. day o f b�Aa R ..... A . D . , 2020, CLE ELUM PINE EAST, LLC., A Washington Limited Liability Company P;7*dent CLE ELUM PINES EAST, LLC P4-r- 17NSTRUMENT USED INDEXING DATA Trimble R10 GPS Receivers Traverse Closure Meets Standards Per WAC 332-130-090 S27 T18N P18E \ WESTERN ESTERN P TACIFIC ENGINEERING & SURVEY A TERRA DEVELOPMENT SERVICES CORPORATION 1328 E. Hunter Place, Moses Lake, Washington T:(509)765-1023 F:(509)765-1298 Services in Washington and Idaho LCU Surveyed by LMH Drawn by Tml/ FCS Checked by FCS INC. Scale 1 " = N///A Sheet 6 of 6 Project No. 18146