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PALOMINO FI LAT -DIVISION I <br />A REPLAT OF TRACTS "_, 'C,, AND 'D', PALOMINO FIELDS FLAT - DIVISION IV <br />A PORTION OF THE S 1/2 OF THE NW % OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 <br />YTTTTTAS CO� iNTTVs WA STTTNTG T0T\T <br />G E N E R A L N 0 T E S <br />1. As per RCW 17.10.140. landowners are responsible for <br />controlling and preventing the spread of noxious weeds. <br />Accordingly, the Kittitas County Noxious Weed Board recommends <br />immediate reseeding of areas disturbed development to preclude <br />the proliferation of noxious weeds. <br />2. Construction of access improvements will require obtaining an <br />access permit from the Department of Public Works. All access <br />improvements shall be completed in accordance with current <br />Kittitas County Road standards prior to issuance of a building <br />occupancy permit for any proposed lots. <br />3. Maintenance of the access is the responsibility of the <br />property owners who benefit from its use. <br />4. An approved access permit will be required from the Department <br />of Public Works prior to creating any new driveway access or <br />performing work within the county road right-of-way. <br />5. Any further subdivision or lots to be served by proposed <br />access may result in further access requirements. See <br />Kittitas County Road Standards. <br />6. A public utility easement 10 feet (10.00') in width is <br />reserved along all lot lines. The 10 foot easement shall abut <br />the exterior plat boundary and shall be divided 5 feet on each <br />side of interior lines. Said easement shall also be used for <br />irrigation. <br />7. The entire private road shall achieve ninety-five percent <br />(95%) compaction based upon the standard test method for <br />laboratory compaction method ASTM Designation D1557 using the <br />standard test method for in-place density and water content of <br />soil and soil -aggregate by the nuclear method ASTM D6938 and <br />shall be inspected and certified by a licensed engineer <br />licensed in the State of Washington specifying that the road <br />meets or exceeds current Kittitas County Road Standards prior <br />to the issuance of building permits for this plat. <br />KCC 12.09.040 entitled Embankment Construction Control in <br />Developments allows the approved WSDOT Standard Specifications <br />compaction test and/or other ASTM tests approved by the <br />Kittitas County Engineer. <br />8. Kittitas County will not accept private roads for maintenance <br />as public streets or roads until such streets or roads are <br />brought into conformance with current County Road Standards. <br />The requirement will include the hard surface paving of any <br />street or road surfaced with gravel. <br />9. No building permits will be issued until the roads) have been <br />certified by the Kittitas County Public Works Authorized <br />Representative upon completion of the Final Plat. <br />LINE DATA <br />LINE <br />BEARING <br />BEARING <br />DISTANCE <br />L1 <br />N <br />25'19'03" <br />E <br />49.93' <br />L2 <br />N <br />78°09'30" <br />E <br />10.33' <br />L3 <br />N <br />19'19'02" <br />E <br />28.09' <br />L41 <br />N <br />26°41'48" <br />W <br />130.09' <br />L5 <br />N <br />10°20' 1 2" <br />E <br />136.16' <br />L6 <br />N <br />26"11'12" <br />E <br />90.16' <br />L7 <br />N <br />53`23'02" <br />E <br />89.93' <br />L8 <br />N <br />44'23'45" <br />E <br />13.34' <br />1_9 <br />S <br />89°45'28" <br />E <br />1133.18' <br />L10 <br />S <br />28`00'00" <br />E <br />117.60' <br />L11 <br />S <br />62'00'00" <br />W <br />350.00' <br />L12 <br />S <br />28`00'00" <br />E <br />696.00' <br />L13 <br />N <br />62"00'00" <br />E <br />218.00' <br />1-14 <br />N <br />28°00100" <br />W <br />239.95' <br />I L15. <br />N <br />62°00'00" <br />E <br />107.00' <br />1_16 <br />S <br />28°00'00" <br />E <br />23.55' <br />L171 <br />N <br />62'0O'00" <br />E <br />60.00' <br />L18 <br />N <br />62`00'00" <br />E <br />381.79' <br />L19 <br />N <br />35°44'51 " <br />W <br />146.15' <br />L20 <br />S <br />00° 17'09" <br />E <br />482.88' <br />L21 <br />L221 <br />S <br />89'59'31 " <br />W <br />458.28' <br />L2,31 <br />S <br />38'14'18" <br />yrl <br />423.13' <br />L24 <br />N <br />51 *45'1 1 " <br />W <br />1926.66' <br />LINE DATA (CONT.) <br />LINE <br />BEARING <br />DISTANCE <br />L25 <br />N <br />27°21'48" <br />E <br />109.54' <br />L26 <br />N <br />39°23'29" <br />E <br />184.73' <br />L27 <br />N <br />15'59'04" <br />E <br />215.35' <br />L281 <br />N <br />42°00'30" <br />E <br />550.95' <br />L29 <br />S <br />29-05'16" <br />W <br />327.50' <br />L30 <br />N <br />32`40'41 " <br />W <br />214.39' <br />L31 <br />N <br />89"30'21 " <br />W <br />579.42' <br />L32 <br />N <br />02'15'32" <br />W <br />1 0.01 ' <br />L3,31 <br />S <br />89°30'21 " <br />E <br />81.27' <br />L34 <br />N <br />00'00'00 <br />E <br />554.35' <br />1_35 <br />N <br />28"00'00" <br />W <br />324.75' <br />S U R V E Y 0 R' S N A R R A T I V E <br />1. Historically two different location of the north quarter <br />corner of Section 27 Township 18 North, Range 1B East. W.M. <br />have been used. In 1977 via the short plat recorded under <br />Kittitas Co. Auditor's File Number 418140, a monument was <br />set. Subsequently the monument was removed possibly do to <br />road reconstruction. In 1991 via the survey recorded under <br />Kittitas Co. Auditor's File Number 539177, a nail and washer <br />was set with a note that Kittitas Co. Public Works will set a <br />monument in a monument case with future road maintenance in <br />the vicinity. The location of these two monuments differ by <br />28.24 feet. <br />2. The 3 -inch brass cap monument found at the intersection of <br />Reecer Creek Road and Bowers Road was held to establish the <br />north boundary of the northwest quarter of said section 27. <br />By holding this monument property on the north side of this <br />line had the fewest apparent negative impacts, while the <br />property immediately on the south side absorbed all the <br />decrease in size. In addition, most performed subsequent to <br />1991 have relied on this monument as the location of the <br />north quarter corner. <br />3. However, the 1977 monument location was held for the purposes <br />of locating the following three parcels: <br />Kittitas Co. Short Plat No. A-22 recorded under AFN <br />418140 <br />Tract 1 of Statutory Warranty Deed recorded under AFN <br />201410160051 <br />Tract 2 of Statutory Warranty Deed recorded under AFN <br />201410160051 <br />In addition, other monuments and fence lines were used to <br />help confirm the boundaries of said Short Plat. <br />4. The west quarter corner of Section 27 recorded on said <br />Auditor's File Number 416140 was calculated. However, on an <br />adjacent survey to west, a 1-1/4 inch iron pipe was found and <br />accepted as said west quarter corner. During this survey <br />said 1-1/4 inch iron pipe was found and accepted as said west <br />quarter corner. <br />5. The county road right of way for Reecer Creek Road has been <br />defined differently by various plats along Reecer Creek Road. <br />After contacting Kittitas County and doing independent <br />records research we found no specific description of said <br />right of way other than the previously recorded plats. <br />Therefore with no other evidence, for this survey, the <br />centerline of the county road known as Reecer Creek was <br />defined in the northeast quarter of the northwest quarter of <br />said Section 27 as coincident with the east boundary of the <br />northwest quarter of said section. The said centerline <br />matches that of said Auditor's File Number 418140. <br />6. The remaining exterior property boundary lines are identified <br />on Sheet 1 of 6 as per the property description contained <br />herein. However, the owner of said property owns addition <br />adjoining property in this general area. <br />W A T ]E R N 0 T E S <br />On February 6, 2017 Chicago Title and Ellensburg Water Company <br />were contacted to find any information regarding the location and <br />ownership of the "Town Ditch". At that time both entities were <br />unable to provide any information to said ditch. The Ellensburg <br />Water Company believes there is at least a prescriptive easement <br />for said ditch but we do not have any documentation to prove this <br />or even define said ditch other than the surveyed location shown <br />on this survey. <br />_N 0 T T C E <br />This is a Major Plat and as such is not intended to <br />show, nor does it purport to show, all easements and <br />encumbrances. <br />This survey was prepared for the exclusive use of the <br />person, persons, or entity named in the Surveyor's <br />Certificate hereon. Said certificate does not extend <br />to any unnamed person without an expressed <br />recertification by the Surveyor naming said person. <br />Receiving NO . ................... <br />LPF-20-0000: <br />LP -07-000e31 C,1 <br />00 <br />EAST, W.M. () <br />O R I G I N A L <br />P R O P E R T Y D E S C R I P T I O N <br />Tract 'B', Tract 'C', and Tract 'D' of the Palomino Fields Plat - <br />Division II as recorded in Book 13 of Plats, Pages 23 through 29. <br />as recorded under the Kittitas County Auditor's File Number <br />201905210014. <br />P L A T N 0 T E S <br />1. Existing thirty-foot (30.001 wide Kittitas County Road <br />Right -of -Way. <br />2. The short plat name is shown on top of the short plat <br />developed by Mr. Leroy J. Preston in November, 1977, to be <br />''KITTITAS CO. SHORT PLAT NO. 77-12", but the County refers <br />to this same short plat as ''SHORT PLAT A-22". Said plat is <br />filed under the Kittitas County Auditor's File Number as <br />418140. <br />3. A fifty -foot (50.00') wide access strip - a part of Tract "G" <br />4. Not Used <br />ilk M811111100 We <br />6. Found a 5/8 -inch iron pin N 17°22'22" E a distance of 0.76' <br />from the calculated position of the property corner. <br />7. Found a 5/8 -inch iron pin without surveyor's cap south a <br />distance of 0.3' from the calculated position of the property <br />line. <br />B. Land Corner Record for Section Corner is filed with the <br />Kittitas County Auditor's Office under the Auditor's File <br />Number 536434. <br />9. Land Corner Record for Section Corner is filed with the <br />Kittitas County Auditor's Office under the Auditor's File <br />Number 199912150012. <br />10. Land Corner Record for Section Corner is filed with the <br />Kittitas County Auditor's Office under the Auditor's File <br />Number 199912150013. <br />11. A thirty-foot (30.00') wide County Road Right -of -Way <br />Easement dedicated via Palomino Field Plat - Division II as <br />recorded. <br />12. County Road Right -of -Way as detailed on the Record of Survey <br />drawing filed in Book 22 of Surveys, Page 174, Kittitas <br />County Auditor's File No. 199702200014 <br />13. Thirty-foot (30.00') wide Right -of -Way Easement to be ownec <br />by Palomino Fields Utilities Inc. <br />14. The 100 -year Flood Plain set -back line as shown hereon. <br />15. One hundred -foot (100.00') flood plain setback. <br />16. Thirty-foot (30.00') wide Right -of -Way Easement to be ownec <br />by Palomino Fields Utilities Inc. <br />.ICK C Is, 4, <br />NVAs� <br />� Z <br />12491 <br />�I0NAL LAl� i <br />INSTRUMENT USED INDEXING DATA <br />Trimble R10 GPS X I I <br />Receivers <br />Traverse Closure <br />Meets Standards Per <br />WAC 332-130-090 S27 T18N R18E <br />WESTERN PACIFIC <br />ENGINEERING & SURVEY <br />A TERRA DEVELOPMENT SERVICES CORPORATION <br />1328 E. Hunter Place, Moses Lake, Washinciton <br />T:(509)765-1023 F:(509)765-1298 <br />Services in Washington and Idaho <br />LCU, INC. <br />Surveyed by LMH Scale 1" = N/A <br />Drawn by Tml/ FCS Sheet 5 of 6 <br />Checked by FCS Project No. 18146 <br />