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<br />(N840W 136)Dl
<br />(S840E 136')Dl
<br />RECEIVED 03/06/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />08/10/2021.
<br />MCSR 39210
<br />PROPERTY LINE ADJUSTMENT
<br />AT THE REQUEST OF
<br />DAWN CONNER & PAT KELLY
<br />IN THE SW 1/4 SEC. 29, T. 09 S., R. 03 E., W.M.
<br />CITY OF MILL CITY, MARION COUNTY, OREGON
<br />CITY OF MILL CITY FILE NO. 2019-15
<br />NOVEMBER 4, 2020
<br />(EAST TO THE NORTH -SOUTH CENTERLINE OF SECTION 29)D1
<br />AREA 1
<br />CONNER
<br />OLD: ±5.27 ACRES
<br />ADJUSTMENT: -11,335 SQ. FT. (.260 ACRES)
<br />+13,428 SQ. FT. (.308 ACRES)
<br />NEW: ±5.32 ACRES
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<br />17, pAGE 188
<br />REEL 45
<br />8 pAGE 364)
<br />(REEL 402
<br />(N840W)Dl (N86°00'00"W 38.08') R2
<br />(N86°W 140')D1
<br />FD 1 1/4 (1") IP (UP 0.30') =
<br />AS FOUND ON EARLIEST
<br />RECORD SURVEY, R1 (1949)
<br />CENTER OF SECTION 29 I 1
<br />HELD FOR EAST LINE
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<br />FD 1" IP, R1, HELD
<br />FD BENT TO SW
<br />I } N88°14'07"W 96.32'
<br />I (WEST 102.88')D1
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<br />OLD LINE rn
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<br />$ N84051'57"1 255.75' `_c.
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<br />v"'i [N84°51'04"W 139.92'] I vri � GE 189
<br />(N86 °00'00 "W/ 138.92') R2 I E►- 451 71 PA
<br />122-4a, RE
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<br />FENCE CORNER IS S43029'W
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<br />AREA 2
<br />MCSR 12061
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<br />1.3' OF SET IR w
<br />MgER SALES q
<br />L 190
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<br />KELLY
<br />OLD: 42,322 SQ. FT.
<br />R5:
<br />MCSR 12123
<br />KELLY 17, pA6E
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<br />ADJ.: +11,335 SQ. FT.
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<br />� REEL 4S SQ. FT, o �
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<br />-13,428 SQ. FT.
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<br />+1,279 SQ. FT.
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<br />AREA 3
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<br />NEW: 41,508 SQ. FT.
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<br />OLD: 17,600 SQ. FT.
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<br />66)
<br />ADJ.: -1,279 SQ. FT.
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<br />2364, pAGE
<br />NEW: 16,321 SQ. FT.
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<br />(REEL
<br />(134.88')R2
<br />'A' [131.75'
<br />FD 1/2" IP, (DOWN 0.6' UNDER CURB) R2 ] Al TO 'B' o
<br />N5006'03"E 8.21' FROM CALCULATED CORNER S8700415711E 413.44' o
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<br />N88016'40"W (N88016'40"W) (S87041158"E)R7
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<br />SANTMM BLVD/HWY 22 (80') o
<br />V,
<br />[169.58']
<br />'C', FD 1" IP, R5
<br />HELD FOR EAST LINE
<br />AND AS 39.61' RIGHT OF HWY C.L.
<br />(STATION 45+49.84) R7
<br />FD 3/4" IP, Rl
<br />[S87055'24"W 2.11] OF LINE
<br />FD 1 1/2" IP (UP 1.0'), R3
<br />[N86035'01"E 0.74] OF LINE
<br />FD 7/8" IP W/ 1/2" IR
<br />INSIDE (I4 SEP 2.0), R1
<br />[S85 231 ] 0.51'
<br />co LINE
<br />/N81032'46'W 40.13'
<br />84°00'00"W 39.90') R1
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<br />FD 1" IP (UP 12)
<br />LEANING SW
<br />[112.51']
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<br />FD 1" IP UP 0.40')
<br />(3/4" IP), R4
<br />HELD AS 39.57 LEFT OF HWY C.L.
<br />1 (STATION 46+89.65) R7
<br />MCSR 39210
<br />SCALE: 1" = 60'
<br />0' 60' 120'
<br />I Fr,Fmn-
<br />0 FOUND MONUMENT FLUSH OR AS NOTED
<br />0 SET 5/8"x30" IRON ROD WITH ORANGE
<br />PLASTIC CAP STAMPED "UDELL ENG"
<br />() DATA OF RECORD AS NOTED
<br />[ ] CALCULATED DATA
<br />MCSR MARION COUNTY SURVEY
<br />REFERENCE SURVEYS:
<br />D1:
<br />REEL 4028, PAGE 364
<br />Rl:
<br />MCSR 2175
<br />R2:
<br />MCSR 12061
<br />R3:
<br />MCSR 14506
<br />R4:
<br />MCSR 15965
<br />R5:
<br />MCSR 12123
<br />R6:
<br />MCSR 19677
<br />R7:
<br />MCSR 36685
<br />IJfl?l?7.tmM=C
<br />THE PURPOSE OF THIS SURVEY IS TO ADJUST THE BOUNDARY BETWEEN THE
<br />LANDS DESCRIBED IN MARION COUNTY DEED RECORDS REEL 2364, PAGE 66;
<br />REEL 819, PAGE 169 AND REEL 4028, PAGE 364. WHEN SETTING CORNERS
<br />FOR THIS ADJUSTMENT, THE APPARENT BUILDING ENCROACHMENT
<br />BETWEEN THE LANDS DESCRIBED IN REEL 819, PAGE 169 AND REEL 2364,
<br />PAGE 66, WAS CONFIRMED. THE CITY ASKED THAT AN ADJUSTMENT BE
<br />PERFORMED ALONG THIS LINE TO CORRECT THE ENCROACHMENT PRIOR TO
<br />FINAL ACCEPTANCE OF THE ORIGINAL PLANNING DECISION.
<br />AREA 1 HAS BEEN SHOWN AS MOSTLY UNSURVEYED HERE. THE EAST LINE
<br />OF AREA 1 AND PART OF THE EAST LINE OF AREA 2 IS THE NORTH -SOUTH
<br />CENTERLINE OF SECTION 29, WHICH HAS BEEN RETRACED HERE BY
<br />HOLDING THE IRON PIPE SET AS SHOWN ON MCSR 12123 NEAR THE SOUTH
<br />LINE OF HWY 22 AND THE IRON PIPE AS SHOWN ON MCSR 2175 AND HELD
<br />ON SUBSEQUENT SURVEYS AS THE CENTER OF SECTION 29.
<br />DEED CALLS PER REEL 819, PAGE 169 AND MEASUREMENTS PER MCSR 12061
<br />WERE USED TO RETRACE 'AREA T AND THE WEST LINE OF 'AREA 2. THE
<br />BOUNDARY DESCRIBED IN REEL 819, PAGE 169 WAS PLACED BY HOLDING
<br />THE PIPE AT THE SOUTHWEST CORNER (A) AND ROTATED SUCH THAT THE
<br />SOUTH LINE COINCIDED WITH THE LINE BETWEEN THE SAID SOUTHWEST
<br />CORNER AND THE PIPE EAST OF THE SUBJECT (B) PER MCSR 15965.
<br />THE ODOT RIGHT OF WAY WAS ESTABLISHED USING MONUMENTS 'B' AND 'C
<br />AND THEIR POSITION RELATIVE TO THE HIGHWAY 22 CENTERLINE PER MCSR
<br />36685.
<br />THE ADJUSTED LINES WERE PLACED AT THE DIRECTION OF THE OWNERS
<br />AND AS PERMITTED IN THE MILL CITY PROPERTY LINE ADJUSTMENT FILE NO.
<br />2019-15.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />V OREGON
<br />JUNE 12, 2013
<br />KYLE W. LATIMER
<br />#80442
<br />EXPIRES 12-31-2022
<br />SHEET 1 OF 1
<br />Udell
<br />ENGINEERING &LAND
<br />SURVEYING, LLC
<br />63 EAST ASH ST.
<br />LEBANON, OR 97355
<br />PH. (541) 451-5125
<br />FAX (541) 451-1366
<br />19-127 KELLY HWY 20 PLA KWD
<br />
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