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HomeMy WebLinkAboutSurvey 20904PR❑PERTY LINE ADJUSTMENT 711-22-000063—PLNG (LLA) PARCELS 2 & 3, PARTITI❑N PLAT 2009-19, REDMOND PARTITI❑N NO, 07-11, LOCATED IN THE NW 1/4 ❑F THE SE 1/4 OF SECTI❑N 19, T,15 S,, R13 E., W.M,, CITY OF REDMOND, DESCHUTES COUNTY) ❑REG❑N 1001 Found 1/2" IP Per CSO4969 NW corner of SE1/4, SW1/4, NW1/4, SE1/4 1002 Found 5/8" IR w/ YPC "LS2527" per PP2009-19 1003 Found 1/2" IP w/ YPC "POVEY & ASSOC." per CS02418 1004 Found 5/8" IR w/ YPC "LS2527" per PP2009-19 1005 Found 5/8" IR w/ YPC "LS2527" per PP2009-19 1006 Found 5/8" IR w/ YPC "LS2527" per CS17780 1007 Found 5/8" IR w/ YPC "LS2527" per PP2009-19 1008 Found 5/8" IR w/ YPC "LS2527" per PP2009-19 1009 Found 5/8" IR w/ YPC "APES" per CS17223 1009 293.53' N89° 38' 03'W (293.66' N890 37' 19'W)Rl 152,18' N86° 12' 46'W (152,33' S86° 09' 15'E)Rl N86` 12' 4e%t 1010 m co PARCEL 2 M m u l Deed o M C) 2021— 68091 M o Before: 25630 SF .M. After: 13295 SF 1001 a rn N O) � oa OJ N 0 3 ^ 3 n �D (U o 1013 I 0 0 rn 0 o 0 0 N Z Z LO N Nr (1) LO CDof n o w ^ oc w �` ., �ZDwv Hm (UOV O D - 0 0 CD 1012 . 70.16 ti 0 I0 rn a 101,95' N89' 44' 23'W (102,00' N89' 46' 56'W)R6 1011 3 Ln T (U h' i Qj o D_ o 0 0 i o a Z PLA Deed 2022-32346 1015 70.00' N890 44' 23'W 120.30' N89° 44' 23'W (120.41' N89° 42' 26'W)Rl PARCEL 1 Deed 2013-11852 296.57' S86° 12' 46'E (296.58, S86° 09' 15'E)Rl 1005 �/M a E � to i' 114t p' Z O a a i Lo Lo O OD L6 ^ W I � 144.39, S86° 12' 46-E (144,25' S86° 09' 15'E)Rl _ 226.41' S86" 12' 46'E 1 PARCEL 3 Deed 2020-54621 Before: 28599 SF After: 40934 SF PLA Deed 2022-32346 1008 226.07' N89° 44' 23'W 175.93' N89° 44' 23'W (175.84' N890 42' 26'W)Rl BASIS OF BEARINGS 398.24' N89° 44' 23-W SW UMATILLA AVENUE 1002 n 0 O ° 0 00 z Z 3� Do M o n 0 o ° 0 Z Z o Z CD ')R1 / 1003 62.03' S89' 51' OVE Ld L(J 3 ° In �3 (U f) o 4- ° o O o 0 0 Z O (n Z M (ll M V o (Yj M O M S890 40' 34'E : NOTES The calculated corners fell in fence corners. LEGEND Found Monuments Calculated corners, nothing found or set Set 5/8" X 30" IR w/ YPC "WARD LS 88575" Monuments set on 05/26/22 Record Measurements IR = Iron Rod IP = Iron Pipe YPC= Yellow Plastic Cap N M 3 � ^ 0 3 6D o n n o °o o ° O Z o 0 o Z Z co L (Y5 o M M C) o M M v v 1006 i DESCHUTES COUNTY SURVEYOR BLED2S z ? BY.- 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 to adjust the common line between parcel 2 and parcel 3, Partition Plat 2009-19, In Redmond Oregon. I proportioned between points 1009 and 1008 to 0 determine point 1011. I then proportioned between points 1011 and 1001 to determine point ❑ 1012. Monuments were found and held as noted • BASIS OF BEARING: Was determined by measuring between points 1007 and 1009,being North 89°44'23' West. ( Basis of Bearings Determined By RTK (Real Time Kinematic) Observation From an IMAX-GNSS Solution From the Oregon Real Time GNSS (ORGN) Network. The coordinates system used for this survey was Oregon Coordinate Reference System (OCRS) Bend -Redmond -Prineville Zone. REFERENCES: (RD Partition Plat No. 2009-19, By Jerry D. Stichler, dated 7/24/08. (R2) Survey By E.G. Mansfield Dated 04/12/73 (CSO4969). (R3) Partition Plat No. 1991-39 By William G. Bahrke Filed 07/10/91, (CS03418). (R4) Subdivision Plat of Majestic Ridge, Phase 3 By David R. Williams, Filed 05/20/04. (CS15890). (R5) Subdivision Plat of Sunset Summit By Jerry D. Stichler, Filed 07/22/08. (CS17780). (R6) Survey By Scott D. Montgomery Filed 02/14/07. (CS17223). DEEDS: 2020-54621 2021-68091 0' 40' 80, 120' SCALE 1" = 40' DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS:06-30-2024 Firm Name and Address Ward Surveying, LLC (541)480-1106 cl i ntswa rd®g m a i I.com 60626 Bozeman Trail Bend, Or. 97702 Project Name and Address Young & Rickie Joen 2667 SW 41 st Redmond, Oregon Deschutes County 777 Project Sheet 2667-SW-41st Date 6/10/2022 Scale 1"= 40' N 0 a2 o 20904-