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139.99' <br />(139.99' - <br />QUERY, PARTITION PLAT <br />1 - 2004-26) <br />3" BRASS DISK DOWN 12" <br />IN MONUMENT BOX <br />MARKED "T7S R2W <br />11 +05.00 PT CR 726" <br />�-[WILLIAMS, 2568] \ <br />W <br />Q <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Ore on 97301 <br />Phone (503) 364-0026 <br />Project No. 20-104 <br />RECEIVED 03/17/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />04/20/2021. <br />MCSR 39392 <br />O <br />to <br />W <br />c� <br />O N <br />O NN <br />O <br />M J <br />W W <br />W <br />Ln W <br />M I <br />U0 -C:) <br />00 <br />O N <br />Z M <br />M <br />W <br />Ln <br />0 <br />00 <br />0 <br />Q <br />0 <br />of <br />0 <br />Q <br />0 <br />o- <br />W <br />Y <br />a <br />z <br />S89'39'22"E 1113.24' <br />(S89'14'42"E €1113.22'1 - JONES, MCSR 38933) <br />240.06' <br />(240.00' - BARKER, 23311) <br />(239.94- - SHENK, MCSR 37497) <br />(N89'41'04"W 239.94' - REEL 2985, PAGE 246) <br />N89'40'16"W 271.16' <br />(N89'23'W 263.00' - REEL 4422, PAGE 39) <br />3/4" I.P. S89'37'1 0"E 189.75' <br />[BARKER, 23311 ] (N89'38'31 "W 189.74' <br />SHENK, MCSR 37497 <br />(N89'38'31 "W 189.74 <br />REEL 2985, PAGE 246) <br />^0) N UW, <br />W Q <br />a_ <br />N <br />Ned �04 <br />(0 00 N t <br />0?ZQ nJ <br />O Q Z W <br />OmWJ W <br />N Cn <br />Z W <br />3:I r7 <br />M <br />0000 I I O <br />NI -N. 00 <br />0004 <br />0 U)N <br />O C14 M <br />V)wNN <br />03 0 <br />N N U) <br />z:d-� <br />`tea o <br />Cn 0 <br />3/4" I.P. <br />[BARKER, 23311 ] <br />1" I.P. <br />[BARKER, 22001 ] CORPORATION OF THE PRESIDING <br />BISHOP OF THE CHURCH OF JESUS <br />CHRIST OF LATTER-DAY SAINTS <br />REEL 4422, PAGE 39 <br />0 <br />O <br />270.10' <br />N <br />N <br />This survey was made to find <br />(263.00' - REEL 4422, PAGE 39) <br />cn W <br />0 <br />00 <br />o <br />Reel 4422, Page <br />90.23' <br />surrounding it <br />� <br />rn ¢ °D <br />o0(90' - REEL 273, <br />Andresen by <br />150.00' <br />LEGEND <br />n PAGE 620) <br />OU - <br />M O O <br />(150.00' - REEL <br />in any lawful <br />.555.87 N87'59'07" <br />N <br />4255, PAGE 429) <br />N <br />34.39 <br />0 <br />00 -t <br />0 <br />0 <br />00 14- <br />condition unless otherwise noted <br />O N W <br />6 <br />0 <br />O N W <br />Z <br />NCO <br />Plastic Cap Marked "AZIMUTH <br />NCO <br />W a_ <br />IBARRA & PINEDA <br />�-_' a <br />0n <br />= Data of Record <br />a, M U -)REEL <br />2455, PAGE 429 <br />0 <br />Oo <br />N � N <br />Record Sources as noted <br />, � Luo) <br />N <br />Surveyor, File Number for survey in <br />'4-0,4- <br />which monument probably originated <br />0 vw <br />I.P. <br />�vW <br />\ <br />z UJ <br />N89'39'22"W 150.00' <br />of <br />1. B. <br />= Iron Bar <br />(S89'39'E 150' <br />- x - x - <br />= Fence <br />REEL 4255, PAGE 429) <br />1.2' <br />N <br />N <br />O <br />EXCELLENCE INVESTMENTS <br />AND <br />RENTALS, INC. N <br />REEL 4422, <br />PAGE <br />39 <br />00 <br />rn <br />0; <br />W <br />0 <br />lq <br />0 <br />O <br />z <br />240.06' <br />(240.00' - BARKER, 23311) <br />(239.94- - SHENK, MCSR 37497) <br />(N89'41'04"W 239.94' - REEL 2985, PAGE 246) <br />N89'40'16"W 271.16' <br />(N89'23'W 263.00' - REEL 4422, PAGE 39) <br />3/4" I.P. S89'37'1 0"E 189.75' <br />[BARKER, 23311 ] (N89'38'31 "W 189.74' <br />SHENK, MCSR 37497 <br />(N89'38'31 "W 189.74 <br />REEL 2985, PAGE 246) <br />^0) N UW, <br />W Q <br />a_ <br />N <br />Ned �04 <br />(0 00 N t <br />0?ZQ nJ <br />O Q Z W <br />OmWJ W <br />N Cn <br />Z W <br />3:I r7 <br />M <br />0000 I I O <br />NI -N. 00 <br />0004 <br />0 U)N <br />O C14 M <br />V)wNN <br />03 0 <br />N N U) <br />z:d-� <br />`tea o <br />Cn 0 <br />3/4" I.P. <br />[BARKER, 23311 ] <br />1" I.P. <br />[BARKER, 22001 ] CORPORATION OF THE PRESIDING <br />BISHOP OF THE CHURCH OF JESUS <br />CHRIST OF LATTER-DAY SAINTS <br />REEL 4422, PAGE 39 <br />0 <br />O <br />N <br />N <br />This survey was made to find <br />or set monuments for the tract <br />cn W <br />described in <br />Reel 4422, Page <br />6z0f <br />surrounding it <br />are divided out of properties <br />rn ¢ °D <br />and Rose H. <br />Andresen by <br />W I <br />LEGEND <br />284. Being <br />OU - <br />M O O <br />be disposed of <br />in any lawful <br />0 <br />• <br />= Found Monument as noted, flush <br />Oo0Qrn <br />v,mW <br />with ground surface and in good <br />0 <br />condition unless otherwise noted <br />0 <br />= Set 5/8"X30" Iron Rod with Yellow <br />Z <br />Plastic Cap Marked "AZIMUTH <br />SURVEYING" <br />( ) <br />= Data of Record <br />€ = <br />Data Computed from one or more <br />Record Sources as noted <br />[ ] = <br />Surveyor, File Number for survey in <br />which monument probably originated <br />I.P. <br />= Iron Pipe <br />\ <br />1. R. <br />= Iron Rod <br />1. B. <br />= Iron Bar <br />- x - x - <br />= Fence <br />1" 1. R. <br />[GRAHAM, 2414] <br />SCALE : 1 " = 60' <br />HAYES VILLE DRIVE <br />COUNTY ROAD 726 (60') <br />1" I.P. <br />[BARKER, LANCASTER ESTATES NO. 3] <br />LOT 1, BLOCK 8 <br />LANCASTER ESTATES NO. 3 <br />(VOLUME 30, PAGE 18, TOWN PLATS) <br />MCSR 39392 <br />3" BRASS DISK DOWN 12" <br />- - - - - ♦ IN MONUMENT BOX <br />MARKED "T7S R2W CR 726" <br />[WILLIAMS, 2568] <br />BOUNDARY SURVEY <br />FOR <br />SERGIO ARREDONDO <br />IN THE SW 1/4 OF SECTION 6, T. 7 S., R. 2 W., W.M. <br />MARION COUNTY, OREGON <br />MARCH 8, 2021 <br />NARRATIVE <br />This survey was made to find <br />or set monuments for the tract <br />of land <br />described in <br />Reel 4422, Page <br />39. That tract and all of those <br />surrounding it <br />are divided out of properties <br />conveyed to Charles E. Andresen <br />and Rose H. <br />Andresen by <br />deeds recorded in <br />Volume 307, Page 104 and Volume 419, Page <br />284. Being <br />held by a common owner, the property then could <br />be disposed of <br />in any lawful <br />configuration. <br />The south line was set in its current location by Sales Agreement recorded in <br />Volume 719, Page 390, dated March 24, 1971. That line was first surveyed <br />by Clarence Barker on March 17, 1971 in a survey for C.E. Andresen. A <br />map of barker's survey is filed as Survey No. 22001. Barker's survey <br />matches the distances of the corresponding lines in the legal description. <br />Therefore, I have accepted monuments from that survey and a subsequent <br />Barker Survey, Survey No. 23311, for the line. Although the current deed <br />overlaps this line as indicated in MCSR 37497, the tract described in <br />Volume 719, Page 390 is senior and receives its full measure. <br />Monuments for the east line were first set by Clarence Barker in a survey for <br />C.E Andresen, which is dated February 5, 1973. Barker's survey is filed as <br />Survey No. 23311. Barker's monuments are called for in Reel 68, Page 302. <br />As indicated in MCSR 37497 by William Shenk, there is excess distance <br />between this line and the old centerline of Lancaster Drive. Rather than leave <br />a gap as was done by Shenk, it is my professional opinion that this area <br />should be included with the land described in Reel 4422, Page 39. Because <br />the goal of a land surveyor is to anticipate the view a court of competent <br />jurisdiction would take in the presence of an ambiguity like this one, I rely on <br />the following: In Nelson v. Vandemarr, 281 OR. 65, 573 (Or., 1978), the <br />Supreme Court of Oregon (citing Hurd v. Burns, 264 Or. 591) applied the <br />rule of construction regarding roads and streams found in ORS 93.310(4) to <br />other strips of land by saying, "We have taken the view that where the <br />conveyance or reservation of title to narrow strips of land is in question, the <br />probable intent of the grantor is not to retain title if he does not own abutting <br />land." Further, the Court said, "we have adopted a policy against construing <br />conveyances to create 'strips of land the title to which would otherwise <br />remain abeyance for long periods of time"'. Furthermore, looking at later <br />acts of the grantor, it becomes clear that in the mind of the grantor, Barker's <br />monumented line and the line described are one and the some. Evidence of <br />this may be seen in Reel 620, Page 87 and all subsequent deeds, which say, <br />"Beginning at a point which is 90 feet North 89'39' West from the <br />intersection of the South line of Hayesville Drive and the East line of a tract <br />of land conveyed to Charles E. Andresen and Rose H. Andresen, husband and <br />wife, by deed recorded August 12, 1944, in Volume 307, Page 104, Marion <br />County Deed Records; said point also being 90 feet North 89'39' West from <br />the Northwest corner of a tract of land conveyed to Donald R. Satter". Only <br />the latter part of this quote is true. Yet, it shows that in the mind of the <br />grantor the two locations are the some. On the basis of the foregoing, I have <br />accepted Barker's monuments. <br />The tract described in Reel 2455, Page 429 is excepted from Reel 4422, Page <br />39 and was not previously surveyed. I have set the corners for that tract <br />based on deed distances along roads and from the two roads, with interior <br />lines paralleling lines is indicated in the description. Two Barker monuments <br />were used for the east line of Lancaster drive as shown. Two brass cap <br />monuments were used for the centerline of Hayesville Drive and offsets from <br />the description of a pending Marion County Permanent Right -of -Way <br />Easement description were used for the south line of Hayesville Drive. <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />44,1� 41. <br />OREGON <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-21 <br />