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HomeMy WebLinkAboutSurvey 21134P❑RTI❑NS OF LOT 2 AND LOT 3 OF THE PLAT OF TIMBER LOCATED IN THE SW 1/4) OF 3, BLOCK RIDGE, SECTION 16) T,18 S , R12 E , W.M., CITY OF DESCHUTES COUNTY) OREGON I P-r-P-Nin Found 5/8" Iron Rod PER CS 10203 Calculated position, nothing found or set Set 5/8" X 30" IR w/ YPC "WARD LS 88575" Record measurements IR= Iron Rod YPC= Yellow Plastic Cap 1001 L=19,79' R=480,00' D=002°21'45' CL=19,79' CB=S77* 07' 28'E (L=19,79' R=480,00' D=002°21'44' Tan=9,90') L=6,02' R=480,00' D=000°45'18' CL=6,02' CB=S76' 55' 14'E L=18,64' R=480,00' D=002°13'29' CL=18,64' CB=S77* 40' 19'E (L=18,75' R=480.00' D=002°14'17' Tan = 9.38) O 0 (XXXXX) BEND, SgO" 58, E 0 23� — `\-.,`,r\ S80' S8, S80 23 "E 56' 19 #C) SURVEY OF RECORD For. -Carson Church 1003 SURVEYORS CERTIFICATE; I, Clinton Stephen Ward, a Registered Professional Land Surveyor No, 88575 in the State of Oregon, do hereby certify that I have Made 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 reestablish the boundaries of that parcel of land described in deed numbers 2019-45555, 2007-36831, and 2015-013605, Deeds 2015-013605 and 2019-45555 moved the east line of lot 1 6.00' east into lot 2, For point 501 I held the line between points 1002 and 1003 and set monument 6,00' easterly along said line. For point 504 I determined the position of the south corners of lot 1 by holding record distances due to lack of found monuments at the intersection of Bullblock Road, High Lead Drive and the south side of lot 1. I then held the calculated position of the southeast corner of lot 1 and found monument 1006 to determine and set monument 6,00' along said line. Deeds 2019-45555 and 2007-36831 moved the east line of Lot 2 12,00' east into lot 3, For point 502 I Proportioned between points 1002 and 1003 to determine the original position of the northeast corner of lot 2. I then went 12,00' along that line and set a monument, For point 503 I went 12,00' east along a line between points 1005 and 1004 and set a monument. All monuments found for this survey were held„ Monuments set this survey were set May 7, 2023 BASIS ❑F BEARING-, 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 NAD83 (2011) EPOCH 2O10,0000. REFERENCES: (R1) (CS 10203) PLAT OF TIMBER RIDGE, by Richard L, Bryant, Recorded June 16, 1976. REGISTERED F(OFESSIONAL ND SURVEYOI Jbi OREGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2024 Firm Name and Address Ward Surveying, LLC (541)480-1 106 clintsward©gmail.com 60626 Bozeman Trail Bend, Or. 97702 Project Name and Address Carson Church 20416 Bullblock Rd Bend, Oregon 97702 Project Sheet 20416_Bullblock_Rd Date 05/07/2023 Scale 1 " = 30' 2113lJ