Loading...
HomeMy WebLinkAboutSurvey 20971LOCATED IN THE SW 1/ SECTI❑N 1, T,18 Si) R13 IN DESCHUTES COUNTY) 1003 Found 5/8" Iron Rod MJP-77-14 3ry �w cv I- ON ° o 0 o° o 0 Z o� o CO aJ ai �N M d- S2 S1 S1 1 I\--S12 � .R.IYA 4, ❑F dot EI) W.M., Fite OREGON �°w'is 1317.74' S89° 58' 00"W SW 1/4, SW 1/4 Deed 2015-40672 35.01 Acres New Deed- 2022-40505 �� 31.55 Acres (`D W I Cd in I 1318,20' S89° 58' 54"W o I 0 659.10' Z 1002 ' Found 3-1/4" Aluminum Cap Set by Gary DeJarnatt Index File # 762 `Abandoned Line 659.10' 329,55" N 171 329,55' 495.50 N89° 47' 43" 57,47' M 4 S49° 20' 03'W 3 W 1 /2, 3 Oj SE 1/4, °M° `t SW 1/4, SW 1/4 Deed o � co 1972-1900987 c 5.01 Acres V o New Deed ON 2022-40505 D-5 )ned o 8.49 Acres `° bancloned Line Line 329,67' 1-_, 329,67' 659,33' 626,88' 691,78' 659.33, Basis of Bearings 1318.66" N89° 59' 47"E 1319.04' N89° 55' 21"E (R2) Line Adjustment # 247-22-000244-CU)245-LL Scott & Wanda Lee Goodrich 1004 Found 5/8" Iron Rod No Record I F(--*' 1= KI n Found Iron Rod As noted co co Set 5/8" X 30" Iron Rod w/ 1-4 � Yellow Plastic Cap "WARD � LS88575" w 0 ° 0 0 Z ri aJ M 0i co 60 1,D M w 011 %10 0 61, 0 0 0 Z Calculated' position, nothing found or set Existing Property line Section Subdivision Lines New Property Lines 1001 Found 5/8" Iron Rod CS O4286 6 U U Scale 1 " = 200' DESCHWES ,, . . FILED E3Y: Co l I ns SURVEYORS CERTIFICATE: I, Clinton Stephen Ward, a Registered Professional Land Surveyor No, 88575 in the State of Oregon, do hereby certify that I have rude a survey of the lands shown on this plat of survey and further certify that said lands were correctly surveyed according to State Statutes and the rules of Common Law, SURVEYORS NARRATIVE: The purpose of this survey was to adjust the common lines between the SW 1/4, SW 1/4 of Section 1 and the W 1/2, SE 1/4, SW 1/4, SW 1/4 of Section 1, T. 18 S., R, 13 E., of the W.M. The W. 1/2, SE 1/4, SW 1/4, SW 1/4 Is according to Deed 1972-1900987 and was deemed a legal lot of record prior to this adjustment, I determined the W 1/2, SE 1/4, SW 1/4, SW 1/4 by breaking down the SW 1/4, SW 1/4 by holding the midpoints between found monuments. Monuments were held as noted, Monuments set this survey were set July 31, 2022 BASIS ❑F BEARING: Was determined by measuring between points 1001 and 1002, being North 89°59'47" East Basis of Bearings Determined By RTK (Real Time Kinematic) Observation From an IMAX-GNSS Solution From the Oregon Real Time GNSS (❑RGN) Network, The coordinate system used for this survey was the Oregon Coordinate Reference System (❑CRS) Bend- Redmond- Prineville Zone, REFERENCES: (R1) Major Partition MJP-77-14 (CS O4202) By Edgar W. Graves filed 8/8/1977, (R2) Minor Partition MP-78-213 (CSO4286) By Richard Graue dated 10/27/1978. xGISTERED )FESSION L D SURVEYOR �A4, OREGOPY DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2024 irm Name and Address Ward Surveying, LLC (541)480-1 106 clintsward@gmail.com 60626 Bozeman Trail Bend, Or. 97702 Project Name and Address Scott & Lee Goodrich 24020 Skywagon Dr. Bend Oregon 97702 (4020—Skywagon— Droject Sheet Date 9/24/2022 01 Scale 1" = 200' (A MGM