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HomeMy WebLinkAboutSurvey 20467DESCHUTES cour�r SURVEYOR MAP OF SURVEY 3L.,�.;o•Dunkelb LOT 1 IN BLOCK 4 OF LA CASA MIA LOCATED WITHIN THE NW1/4 OF THE FILEBY•---�---p� SEI/4 OF SECTION 31, T14S, R13E, W.M., DESCHUTES COUNTY, OREGON 41, NW XAVIER AVENUE 014, Lu Z U m m Z0L O 0 LOT 16 FABLE IG DISTANCE )2 "E 40.20 )4 "E 40.23)R 1 )2 "E 34.91 )4"E 34.91)R1 51 "E 40.17 15 "E 40.00)R 1 7, BLOCK 4 6, BLOCK 4 SCALE 1 " = 30' 0 15 30 60 FT. T.JTrFNTT) FOUND 5/8" IRON ROD PER LA CASA MIA (CS07922) BY RICHARD H. GRAUE RECORDED 0810111972. (D FOUND 1/2" IRON ROD PER LA CASA MIA (CS07922) BY RICHARD H. GRAUE RECORDED 0810111972. O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS25277. LINE SHOWN TO REFERENCE LOCATION OF SET MONUMENT ONLY. ------ DIMENSION LINE. NOT DRAWN TO SCALE. �E- EXISTING WIRE FENCE. L 1 LINE DESIGNATION - REFER TO TABLE FOR DATA. Cl CURVE DESIGNATION - REFER TO TABLE FOR DATA. SFNF RECORD MONUMENT SEARCHED FOR - NOTHING FOUND OR SET. ( )R1 RECORD OR GRAUE RECORDED U08/01/i972LATED DATA PER LA CASA MIA (CS07922) BY RICHARD H. BASIS OF BEARINGS BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION" AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS. BASE LATITUDE: 44' 18'42.46571 " N. BASE LONGITUDE: 121'12'50.93503" W. ASSUMED BASE NORTHING: 5000.00 FT. ASSUMED BASE EASTING: 5000.00 FT. ELLIPSOID: WGS84 SCALE: 1.0001301953 PROJECT HEIGHT: 2728.88 FT. NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO DEFINE THE BOUNDARIES OF LOT 1 IN BLOCK 4 OF LA CASA MIA AS DESCRIBED BY DEED INSTRUMENT NO. 351-2705 RECORDED ON SEPTEMBER 15, 1994 IN DESCHUTES COUNTY OFFICIAL RECORDS. FOUND ORIGINAL MONUMENTS PER LA CASA MIA WERE LOCATED AND HELD AS NOTED HEREON. AT THE NW CORNER OF LOT 1, A 1 /2" IRON ROD WAS FOUND APPROXIMATELY 4.5 FEET FROM THE RECORD LOT CORNER POSITION AS NOTED. THIS IRON ROD WAS NORTH OF AND DIRECTLY ADJACENT TO AN OLD WOOD FENCE POST. SINCE IT IS UNLIKELY THAT THE FENCE POST COULD HAVE BEEN PLACED SO CLOSE TO THE ORIGINAL MONUMENT WITHOUT DISTURBING IT, i DID NOT ACCEPT IT AS BEING IN THE LOCATION SET BY THE ORIGINAL SURVEYOR. A LOCATION FOR THE NW CORNER OF LOT 1 WAS CALCULATED AT PROPORTIONATE DISTANCE ALONG THE CURVE AS SHOWN HEREON. THE SE CORNER OF LOT 1 WAS ALSO CALCULATED AT PROPORTIONATE DISTANCE AS INDICATED. AN EXISTING FENCE ALONG THE WEST BOUNDARY WAS LOCATED AS SHOWN. MONUMENTS WERE SET ACCORDINGLY. CURVE TABLE NUMBER RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH Cl 5143.49 03'41 '20" 331.14 N87'41 '02 "E 331.09 (5143. 49 03.41 ' 16" 331.05 N87'32' 11 "E 331. 00)R 1 C2 5143.49 01 *0758" 101.68 S89°54'20"E 101.68 (5143.49 01 °07'56" 101.65 N89'5647"E 101.65)R 1 REGISTERED PROFESSIONAL LAND SURVEYOR AIAJ_� 02/04/21 OREGON JJI.Y 2% 1991 JERRY D. STICKER 2527 :l RENEWS 6130122 Ft7rl CS 2o4s7