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618131
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'N 87°38'31" W 316.92'N 3°20'29" E 100.00'N 87°52'45" W 317.06'
N 88°03'57" W 482.91'N 1°56'00" E 295.00'N 89°37'14" W 389.31'N 0°45'13" E 142.00'N 89°34'27" E 403.77'148.48'WNORTH 727'N 88°30'46" W 405.17'N 2°40'01" E 142.00'N 88°03'57" W 480.78'N 88°08'00" W 499.59'N 88°08'00" W 393.05'R =5 .' Δ =2 °5 8 '1 1 " L=2 9 8 .52 'Δ =0 °5 9 '4 4 " L=10 0.08 '
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N 3°20'29" E 228.33'N 87°42'15" W 317.32'227.37'
N 3°51'33" E 301.78'N 48°39'31" W 100.23'N 3°24'38" E 100.00'N 3°24'38" E 297.00'
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9 5 8N 89°34'27" E 403.77'N 89°37'14" W 389.31'N 0°45'13" E 142.00'
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N 3°24'38" E 101.32'N 45°19'34" W 98.12'30'30'10' wide water line easement per AFN 618131
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8'N 86°24'18" W 195.98'R=5759.58'Δ=0°16'17"L=27.29'EAST ±947'HOUSEHOUSESHOPWELL HOUSE3
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58'20' ingress, egress, utilities easement per AFN 618131Surveyor's Certificatein , 20 .Wash. Grid Sys., North Zone (NAD83)This map correctly representsa survey made by me or undermy direction in conformancewith the requirements of theSurvey Recording Act at therequest of:ROYEVR
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ש SINCE1976Auditor's CertificatePage ______, at the request of Bruce MacLearnsberry.20____ at ________m., in Book ______ of Surveys, onFiled for record this ______ day of _______________,S.R.A. Filing DataCounty Auditor_______________________Survey No. ________________________Auditor's File No. ___________________1" =ofSheet:Job No.Scale:Date:Drawn By:Checked By:This survey utilized a Leica 1203+ 3" robotic total station and fast-staticobservations with a WSRN-enabled Hemisphere S320 dual-frequency GPSreceiver/antenna.Italicized bearings and distances hereon are per deeds of record.All others are per the meridian and measurements of this survey.NotesJames NiquetteBAMMay 26, 20222201922019.DWGBAM50'11April22Niquette Family TrustLegend1" = 60'24012060300601423abcdefghN 88°03'57" W 2775.57'N 87°34'46" W 2532.12'N 1°03'11" E 2629.30'N 1°40'57" E 2630.31'
N 2°51'13" E 2607.07'N 2°54'27" E 2584.36'N 88°36'15" W 2581.37'N 88°34'14" W 2588.72'N 03°24'38" E2608.73'2667.39'2557.94'2629.48'N 88°04'27" W23Subject PropertiesNE¼, NW¼ & NW¼, NE¼, Sec. 23, T. 29 N., R. 1 W., W.M.330'Original Common BoundaryResultant Boundary perAFN _______________Notices to Purchasers Planning Approval_____________________________________Administrator, Jefferson CountyDepartment of Community Development________________DateAssessor's ApprovalNiquette Boundary Line AdjustmentMLA22-000__/SUB2022-000_________________________________Jefferson County Assessor________________DateFor legal descriptions of Parcels A, Bbefore and after Boundary LineAdjustment and the Statements ofIntent see AFN ________________.This boundary line adjustment has been reviewed and approvedby the Jefferson County Development Review Division.Approval of the boundary line adjustment does not guaranteethe approval of any future county permits and/or approvals.Jefferson county notice to public:Current Jefferson County Geographic Information Systems(GIS) maps identify the presence of a critical area such asstream, wetland, flood, landslide hazard, erosion, aquiferrecharge area, fish and wildlife habitat, shoreline, etc., lyingwithin and/or adjacent to the revised parcels encompassedby this boundary line adjustment. Prior to any land disturbingactivity or construction activity, applicant/owner shall contactthe Jefferson County department of community developmentregarding compliance for such critical areas. Approval of thisboundary line adjustment does not guarantee a buildable sitewithin said parcel(s). Such determination is dependent onapprovals of water, septic, bulk, and dimensional setbacks,and critical area requirements.Any further subdivision of the lots within this plat will besubject to densities permitted in the Jefferson Countyordinances and codes in effect at the time of suchapplication. These lots may or may not be further subdividedin the future.Outdoor residential storage shall be maintained in an orderlymanner and shall create no fire safety, health or sanitaryhazard.This recording is for the purpose of assisting with a boundaryline adjustment pursuant to RCW 58.17.040(6). It does notcreate any additional lots, tracts, parcels, or a division as theland described hereon shall merge or be integrated intoabutting property presently owned by the proponents. Nordoes the boundary line adjustment result in any lots, tracts,parcels or division which contain insufficient area anddimension to meet minimum county and sanitationrequirements for width and area for a building site.Found 4” square concrete monument (5/30/2018)Found 3⅝” square 9” tall concrete monument (4/7/2022)Accepted 6” square rough-cut stone monument found (5/30/2018). Also found 5”x8” 5foot tall sandstone post 3.0' south & 2.2' west.Position reconstructed from Volume 35 of Surveys, Page 65.Position reconstructed from Volume 11 of Surveys, Page 61.Position reconstructed from Volume 37 of Surveys, Pages 130-132.Found 2” diameter iron pipe (5/30/2018)On Volume 28 of Surveys, Pages 4-5, dated January 4, 2005, James Wengler notesthe historical shifting of a concrete monument recorded in prior surveys, also noting acompeting rebar set by Cummins. Fences run cardinally from site, but notdemonstrating a common quarter corner location. Due to the ambiguity, Wengleradopts a reconstruction of the March 17, 1920 Drainage District Survey by C.H. Kiehl.We follow suit. Found rebar in concrete (5/30/2018) 1.84' south & 0.37' east and 4”square concrete monument 5.40' south & 14.26' west of reconstructed Kiehl position.abcdefghWWAFound rebar with surveyor's i.d. cap no. 20642Post & wire stock fenceExisting buildingSet rebar with surveyor's i.d. cap no. 32439Monument cited in deeds; searched for,Found 3" diameter concrete-filled iron pipeWellheadWater linenot found6.6' south & 4.3' west of computed cornerdraft