HomeMy WebLinkAboutROSX X X36 31 1 6PLS 7323COR. REC. 2019-015470(N 00°06'16" W 2668.40' R1,2,3)N 63°03'23" W 292.73' (292.76' R1) (403.28' R1)N 62°30'36" W 403.28' (117.75' R1)N 63°19'48" W117.75'S 00°08'07" E 933.34'
(517.81' R1)N 00°06'16" W 517.81'S 89°56'05" E 1129.37'1300.52' 31 6S1/4 CORNERNO CAPCOR. REC. 10609980236 31W 1/4 CORPLS 7323CP&F 103052680FOUND 1/2" REBAR, PLS2471 REPLACED WITH A5/8" REBAR PLS 1157440' WCPOB PARCEL BOLD PROPERTY LINE66.00' BUREAU OF RECLAMATIONRIGHT OF WAY EASEMENTACHD WARRANTY DEEDINST. NO. 9702813870'N 00°08'07" W 25.00'N 89°43'40" W 2490.43'POB PARCEL A1189.91'25'ILLEGIBLE14.86' WC(92.40' R1)92.41'N 05°48'54" W 135.61'N 00°06'16" W 60'ITDITD(380.00' R2)N 00°06'16" W 380.00'(S 89°55'26" E 1129.20' R1)S 89°56'05" E 1129.17'380.00'
(380.00' R1)L2S 89°43'40" E72.03'L3S 44°54'52" E42.57'L4S 5°48'54" E8.09'L1(260.25' R1)S 86°25'32" E 260.25'L2(648.72' R1)S 0°06'16" E 648.72'L3W1/16 CORNERILLEGIBLELINE TABLELINEBEARINGDISTANCEL1S 00°08'07" E 1338.34'
(1338.10' R1)288.40'SW1/16 CORNERFOUND CHISELED "X"IN A STONE, HELDPER ROS 9242N 00°06'39" W 2669.86'35.22' WC(86.86' R1)
86.86'
(846.24' R1)
846.48'8.3'2.5'N 27°08'31" E33.00'L4 RMFOUND 1/2" REBAR, PLS2471 REPLACED WITH A5/8" REBAR PLS 11574NEW PROPERTY LINE (150.01 R1)N 69°41'52" W 150.01'N 89°43'40" W 490.16'N 00°08'07" W 249.18'N 52°36'37" W 323.65' (323.65' R1)OLD PROPERTY LINEN 89°43'40" W 268.01'N 62°30'36" W114.88'39.23'53.18'NEW PROPERTY LINES 52°36'37" E 273.05'NEW PROPERTY LINES 62°30'36" E 406.30'NEW PROPERTY LINES 63°03'23" E 314.07'OLD PROPERTY LINELEGENDPROPERTY BOUNDARY LINEEXISTING DEED OR LOT LINECENTERLINESECTIONAL LINEEXISTING WOOD FENCEFOUND 5/8" REBAR/CAP PLS 2471 OR AS NOTEDFOUND 1/2" REBAR/CAP PLS 2471 OR AS NOTEDFOUND ALUMINUM CAPFOUND BRASS CAPEXISTING VINYL FENCECALCULATED POINTPOINT OF BEGINNINGPOBOLD PROPERTY LINENEW PROPERTY LINESET 5/8" REBAR/CAP PLS 11574FOUND "X" CHISELED ON STONEUS WEST EASEMENTINST. NO. 99062344SET COPPER PLUG/CAP WITH MAGNETIC INSERT PLS 11574WITNESS CORNERWCREFERENCE MONUMENTRMREFERENCES:CERTIFICATE OF SURVEYORJEFF BEAGLEY P.L.S. 11574SURVEY INDEX NO. 311-31-3-0-0-00-00RECORD OF SURVEY-PROPERTY BOUNDARY ADJUSTMENTFOR DONALD ALAN WILLEMANBEING A PORTION OF GOVERNMENT LOT 4 OF SECTION 31T. 3 N., R. 1 E., B.M., ADA COUNTY, IDAHO2020WWW.SAWTOOTHLS.COMDWG#:CHECKED BY:JOB#:JB120050 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104DRAWN BY:AM1 OF 1DATE:5/2020SHEET:SCALE01 INCH = 100 FT.120050-PBA THIS RECORD OF SURVEY IS BEING DONE AT THEREQUEST OF THE OWNERS TO ADJUST THE BOUNDARYLINE AS SHOWN HEREON. BOTH PARCELS ARE OWNED BYTHE SAME OWNERS.THIS SURVEY RETRACED RECORD OF SURVEY NO. 9242AND 3664. THESE SURVEYS WERE PREPARED BY JJHOWARD ENGINEERING AND SURVEYING. THERE WAS ADIFFERENT C1/4 CORNER USED ON THESE TWO SURVEYSCREATING A DIFFERENT LOCATION FOR THE NE CORNEROF GOVERNMENT LOT 4 (SW1/16 CORNER). THIS SURVEYACCEPTS THE LOCATION OF THE C1/4 CORNER ANDSW1/16 CORNER USED AND SHOWN ON RECORD OFSURVEY NO. 9242 FOR THE BOUNDARY OF OUR SURVEY.THE W1/4 CORNER OF SECTION 31 APPEARS TO HAVEBEEN RE-SET SINCE THESE TWO SURVEYS WERERECORDED. WE HAVE FOUND A DISCREPANCY IN THEOVERALL DISTANCE BETWEEN THE SW CORNER OFSECTION 31 AND THE W1/4 CORNER AND A SLIGHTBEARING DISCREPANCY AS WELL. THE FOUND MONUMENTSALONG THE RIGHT OF WAY OF S. MERIDIAN ROAD WEREFOUND AND HELD IN THEIR ORIGINAL POSITIONS ASSHOWN HEREON.SURVEYORS NARRATIVECERTIFICATE OF COUNTY RECORDERINSTRUMENT NO. .I HEREBY CERTIFY THAT THIS INSTRUMENT WAS RECORDED AT THE REQUESTOF SAWTOOTH LAND SURVEYING, AT MINUTES PAST O'CLOCK .M.,THIS DAY OF , IN THE YEAR . .DEPUTY EX-OFFICIO RECORDERFEE: $RECORD OF SURVEY NO. .AWTOOTSHLand Surveying, LLC50100200100I, JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LANDSURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS MAP WAS DRAWNFROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION,AND ACCURATELY REPRESENTS THE POINTS MAPPED HEREON, AND IS INCONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS,AND THE CORNER PERPETUATION AND FILING ACT, IDAHO CODE, AND I DO HEREBYSTATE THAT AS OF THE DATE OF THIS SURVEY, 2/24/2020, THERE WERE NO VISIBLEBUILDING ENCROACHMENTS OVER THE PROPOSED PROPERTY LINES OR INTO THE SETBACKLINES. THIS SURVEY DOES NOT CHANGE OR MOVE ANY PUBLIC OR PRIVATE ROADWAY,EASEMENT OR PUBLIC DEDICATED AREA.R1) RECORD OF SURVEY NO. 9242, INST. NO. 112068106R2) RECORD OF SURVEY NO. 3664, INST. NO. 96076430R3) RECORD OF SURVEY NO. 4680, INST. NO. 99067369R4) QUITCLAIM DEED INST. NO. 108110629