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<br />co BOUNDARY AGREEMENT SURVEY
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<br />0 ZUMWALT CUNKNOWN]
<br />& PROPERTY LINE ADJUSTMENT SURVEY ztoP
<br />Cr FOR in FOUND BY BARNES IN 1 X
<br />(1) SEE SURVEY 13374 <
<br />0 GEORGE DUNCAN a_
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<br />� IN THE SE & NE 1/4 OF SECTION 12, T. 9 S., R. 1 W., W. M. I N (000
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<br />MARION COUNTY, OREGON W Ono
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<br />SEPTEMBER 17, 2012 0 < W
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<br />(EAST 40 RODS - REEL 2-683, PACE 321) (UNKNOWN]
<br />551.89'
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<br />1/2" I.P. CONCRETE FENCE 550.07' 14 �-S89'58'56"E
<br />[BARNES, 13374] POST AT CORNER N01*12*26"W---, 1.81'
<br />(WEST 11.03 CHAINS REEL 2683, PAGE 321) 62.04'
<br />NARRATIVE
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<br />This survey was mode to monument adjusted property lines to reconfigure
<br />Deed Parcels 2, 3, 4, and 5 of Reel 2683, Page 321 into three tracts as N00'50'02"W-4
<br />approved in Marion County Notice of Decision for Property Line Adjustment 82.90'
<br />Case No. 12-014. During the initial measurements, the fence along the
<br />east line was found not to be on the meridian line as expected. Because
<br />both involved property owners had observed the fence as the property
<br />line, a boundary agreement was recorded to make certain the location NOO*01'1
<br />of that line and to avoid disputes regarding the line. 59.10'
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<br />For this survey, the boundaries of Deed Parcels 3 and 5 needed to be
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<br />retraced. Surveys by Herrick (6285), Barnes (13374), Solberg (0192944),I NOO*47'1 8"W--,4
<br />Nettleton (33874), and Gorman (35844) have previously addressed those n 90.88'
<br />boundaries. Monuments set or found in those surveys were found and held
<br />in this survey.
<br />Two of the three reconfigured tracts were monumented as shown; the third X
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<br />tract was not surveyed.
<br />The agreed boundary is marked by the fence, which UJ o,
<br />should be held for the line. In the event of its destruction, the courses shown
<br />should be used to retrace its location.
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<br />Coordinates for this survey are from the Oregon Coordinate Reference 03
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<br />System (OCRS), Salem Zone, Transverse Mercator Projection, North N Lo
<br />American Datum of 1983. Linear distortion for this survey is anticipated to
<br />be plus or minus 0.05 feet to 0.1 feet per mile. Coordinates at the quarter I 0
<br />corner in the east line of Section 12 are as follows: Northing 171226,2818,
<br />Eosting 252292.8653. Coordinates at the northwest corner of the Henry P
<br />Zumwalt Land Claim are as follows: Northing 172872.5826, Eosting 1 z
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<br />252279.5331. These coordinates were obtained using a combination of total I
<br />station and Real Time Kinetic GPS measurements obtained using a Trimble I
<br />R-8 rover and the Oregon Deportment of Transportation Oregon Real-time c6
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<br />GPS Network. Bearings for this survey are inverses OCRS, Salem Zone I 0 0
<br />< N00*41*07"E
<br />coordinates, A clockwise rotation of 0#1422.5" at the quarter corner is I M 34-28'
<br />required to obtain Geodetic North at that point. I ei
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<br />This property line adjustment was approved by Marion County Planning
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<br />in Case No. PLA 12-014,
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<br />GEORGE R. DUNCAN, JR. AND MARY F. DUNCAN in C14 M
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<br />< PARCEL3 W _J 3:: WW
<br />I REEL 2683, PAGE 321 W UJ V) C14
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<br />-Cr ADJUSTED TRACT 2 If Cr
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<br />ZN 514 18.57 Acres W 0
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<br />'R 0 z REEL 3430, PACE 395 I �20
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<br />LEGEND I
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<br />0 I Found Monument as noted, flush -rV4, 0
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<br />with ground surface and in good I ON a
<br />--ADJUSTED LINE 0 condition unless otherwise noted 0 �c
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<br />Concrete Fence Post0ono
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<br />0 Set 5/8"X30" Iron Rod with Yellow UNSURVEYED N00
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<br />Plastic Cap Marked "AZIMUTH ADJUSTED TRACT 3
<br />SURVEYING
<br />APPROXIMATELY 59 ACRES nn
<br />Data of Record lo -0
<br />REEL 3430, PAGE 396 C
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<br />Data Computed from one or more
<br />Record Sources as noted
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<br />Surveyor, File Number for survey in
<br />which monument probably originated M
<br />I.P. = Iron Pipe I W
<br />1.R. = Iron Rod I
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<br />I.B. = Iron Bar I C),
<br />X - X - = Fence GEORGE R. DUNCAN, RCEL JR. AND MARY F. DUNCAN
<br />PA2
<br />REEL 2683, PAGE 321 0
<br />SCALE 1 100' Z.
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<br />N89*51'49"E 1320,40 OR 20.01 CHAINS
<br />/4 CORNER
<br />(20,12 CHAINS HERRICK, 6285) 3 1/4" 1
<br />ALUMINUM CAP
<br />NE CORNER 1.9' EAST OF FENCE
<br />VOLUME 618, PAGE 228 15"DEEP b
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<br />3/4" I.P., UP 12" 3/4" I.P. z [NETTLETON, 338741 LO
<br />[HERRICK, 6285] (SOLBERG, 019294] I (WEST 11.03 CHAINS REEL 2683, PAGE 321) MARKED AS SHOWN n
<br />_T11 -- - - - - - - - - - - - 0
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<br />(WEST 325.00' SOLBERG, 019294) CO, r--. - 0
<br />N89'51'50"E 324.77' N89'51'49"E 442,55' NORTH LINE REEL 1742, PAGE 727
<br />M C,4. -0 EXISTING DEED LINE
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<br />N GEORGE R. DUNCAN, JR. AND MARY F. DUNCAN 1*
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<br />0 C14 PARCEL 5 No U -i C,4
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<br />REEL 2683, PAGE 321 0 --ADJUSTED LINE
<br />'0 ADJUSTED TRACT 1 W SEC SEC <X
<br />UJ 3.66 Acres o 12 7 cn 00 I W
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<br />REEL 3430, PAGE 394 3� Cn 0-0-
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<br />0 OM N. MCSR 35844) NOO'38'31..W 22.951_� 00 rc, <tn wo
<br />C_ CZ4 0 1 0 AMA ROAD (60')MRKET ROAD 31
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<br />91 RADIUS=572,96'
<br />19 3,4A, C A6,1 96 DELTA572.96- - GORMAN, MCSR 35844)
<br />ULJ57 NR , 5711, 54�1 = 6"34'46"
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<br />ocsp, CHORD= S86'20'48"E 65.76' ARC=79,32'-.--
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<br />0 07.,36► RADIUS=2864.79'
<br />0 G, (2864.69- - GORMAN, MCSR 35844)
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<br />.1.96 SBTA DELTA= 1'3511 r'�-Cn,* LO N
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<br />4 DJCJ294,� CHORD= S83*51'01 "E 79,31' 00-0 d
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<br />REGREGISTEREDDmljr CV
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<br />PROFESSIONAL 6 <Z000 0 1_r_
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<br />LAND SURVEYOR z C\j
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<br />JULY 25, 1990 19 0
<br />AZIMUTH SURVEYING 00
<br />JAMES S. HEPLER C\J r1r)
<br />2015 Market Street, NE 2451 co C) C) UJ -
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<br />Salem, Ore ort 97301 EXPIRATION DATE. 6-30-13 > Z C
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<br />Phone (503) 364-0026 Ej- 0
<br />Project No. 12-057 C) 0:: 6- C\J
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