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RECORD OF SURVEY for:
<br />e�der rile% f he
<br />inf ated T
<br />Grand Ronde Community of Oregon
<br />Location: NE., SE, & SW 1/4 of Section 11, NW & NE
<br />1/4 of Section 14 and NE 1/ 4 of Section 15,
<br />T. 9 S.., R. 3 W, W.M. Marion County, OR
<br />Tax Lot: 093W14-100
<br />093W14 -100B1
<br />Date: 18 January 2022
<br />NARRATIVE
<br />The purpose of this survey is to mark the corners of that Tract of land conveyed to C. Lynn Baxter,,
<br />Sole Trustee, or hiss in trust,, under the C. Lynn Baxter Trust,, recorded February 2,, 1999
<br />in Film Reel 1564,, Page 606, Deed Records of Marion County, Oregon.
<br />The Basis of Bearings for this survey is South 89046' East per MCSR-24230,, between found
<br />monuments #8 and #11. This survey was conducted using a Hemispere 5631 GPS base & rover
<br />setup with a Mesa 2 data collector,, utilizing Field Genius Software,, Oregon State Plane North Zone,,
<br />NAD83 (2011).
<br />This survey is a retracement of a survey done in 1974 by Clarence Barker, PLS., which survey was
<br />recorded as MCSR-24230. In his survey Barker found or set monuments at all of the major corners
<br />of the subject property. Upon review of Barker's survey I accepted his methods & evidence for
<br />restoring the 1/4 corner of Sections 11/12 & for the N. 1/16th corner of Sections 11/12. At all the
<br />other major corners of the subject property Barker found & held existent monuments of various
<br />prior surveys and I agree with him on those corners.
<br />Our field survey found all of the monuments shown on the Barker survey at all major property
<br />corners with minor discrepancies versus his record as shown hereon. Since the time of the Barker
<br />survey the right of way for the "Enchanted Way SE" frontage road has changed per Marion County
<br />Circuit Court Judgement No. 109287. 1 found and held O.D.O.T. monuments set at the corners of
<br />the recent taking. I held the frontage road alignment as set forth in O.D.O.T. Map 5B-32-22 per
<br />found monuments as shown and as shown on MCSR-24230.
<br />Monuments #30 & #32 were set in MCSR-26974,. a 1978 survey of Partitioning No. 77-32 by
<br />Robert Gorman, PLS, in existing fence lines outside of the boundary of the plat. There was no
<br />statement on the plat by the surveyor of why that was done. The existing fence lines shown on that
<br />Plat are not now maintained and we found only remnants of them during the field survey.
<br />I fit the existing gas pipeline easement shown by holding the distance call along the north line of
<br />the property (West 490') to the centerline of the easement and then rotating a picture of the
<br />description to the existing gas risers at the southerly end of the described centerline. The centerline
<br />description does not call a distance out to a point on the south line of the property, just a bearing
<br />that terminates on the south line, nor does it call out from the terminus point to a corner on the
<br />south line. The only way to truly locate the centerline of the easement would be to have it traced
<br />(or pot -holed if there is no trace wire installed) and then field surveyed. The described line seems
<br />to fit well with the existing location signs surveyed along the route and I think the easement as
<br />shown is very close to the true pipe location. There is an unimproved road that runs with the
<br />easement alignment,, the southerly portion is mostly obliterated and is un -drivable.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />By : Leland MacDonald &Assoc., LLC
<br />Formerly dba Matt Dunckel &Assoc.
<br />OREGON 3765 Riverside Drive
<br />January 16, 2002 McMinnville, Oregon 97128
<br />L LELAND A. MACDONALD Phone : 503-472-7904
<br />53226 Fax: 503-472-0367
<br />Renews 31 December 2022 Email:lee@macdonaldsurveying.com
<br />I
<br />MONUMENT TABLE
<br />1. corner of Sections 11, 12., 13 & 14: Partition Plat
<br />3/4" iron pipe set in MCSR-11405 by Sylvester Simms,, PLS (1947) from original 18. 5/8" iron rod with yellow plastic cap marked "LS 1862", set in Pa
<br />GLO BT's to NE & NW of corner. Simms found a spike at the corner but did not 91-93A.
<br />say what its origin was. 19. 5/8" iron rod with damaged yellow plastic cap down 0.4%, set in Partition Plat
<br />2. 1/4 Corner of Sections 11 & 12:
<br />3/4" iron pipe set in MCSR-24230 by Clarence Barker,, PLS at found remains of
<br />stone set in MCSR-2920. BT: 21" oak N44030'W 17.49' (5" Oak N44030'W
<br />26.5 links)
<br />3. North 1/16 Corner of Sections 11 & 12:
<br />3/4" iron pipe set in MCSR-24230 by Clarence Barker,. PLS from bearing trees of
<br />MCSR-342 BT's: 36" Oak S31OW 33.0' (22" Oak S31OW 50 Links)
<br />28" Oak N660W 89-76' (11" Oak N660W 136 Links)
<br />4. 1" ironpipe, origin unknown, bears S88050'58"W 9.36' from iron pipe #3, & is
<br />0.8' East of corner of fence lines running east and north
<br />5. Corner of Sections 1. 2, 11 & 12:
<br />1" ironpipe with broken top, origin undetermined, held in MCSR-24230., shown in
<br />MCSR-7772 (1930 H.G. Fisher, Deputy Surveyor)
<br />6. 3/4" iron pipe set in MCSR-11405, held for South line of subject property.
<br />7. 3/4" iron pipe set in MCSR-11405, held for South line of subject property.
<br />8. 3/4" iron pipe set in MCSR-11405, held for South line of subject property and
<br />Basis of Bearings for this survey and in MCSR-24230.
<br />9. 3/4" iron pipe set in MCSR-11405, on South line of subject property.
<br />10. 5/8" iron rod with yellow plastic cap marked "B.E.I. LS 113211, up 0.45',, 1.04'
<br />South of line,, bears N89052'01"W 626.71' from #9 (N89046'00"W 626.38)
<br />11. 3/4" iron pipe set in MCSR-24230, held for south line & Basis of Bearings for this
<br />survey. We found a 5/8" iron rod no ID cap,, origin undetermined, S70007,35"E
<br />3.40' from the pipe. The rod does not fit to state R/W or property line.
<br />12. 5/8" iron rod, no id cap,, origin unknown, possibly from O.D.O.T., held for
<br />frontage road centerline station 15+42.77 PCS 50.00' LT per O.D.O.T. Map
<br />513-32-22, & Easterly margin of tract described in Volume 496., Page 772,, deed to
<br />State HWY Commission. This rod is held on MCSR-24230.
<br />13. 5/8" iron rod with aluminum cap O.D.O.T. state highway boundary, held for
<br />centerline station 503+00 540.00' LT,. Easterly margin of Final Judgement Marion
<br />County Circuit Court No. 109287., no survey found
<br />14. 5/8" iron rod with aluminum cap O.D.O.T. state highway boundary, held for
<br />centerline station 500+25 380.00' LT., Easterly margin of Final Judgement Marion
<br />County Circuit Court No. 109287, no survey found
<br />15. 5/8" iron rod with aluminum cap O.D.O.T. state highway boundary,, held for
<br />centerline station 499+75 380.00' LT,, Easterly margin of Final Judgement Marion
<br />County Circuit Court No. 109287, no survey found
<br />16. 5/8" iron rod with aluminum cap O.D.O.T. state highway boundary, held for
<br />centerline station 497+00 220.00' LT, Easterly margin of Final Judgement Marion
<br />County Circuit Court No. 1092878, no survey found
<br />17. 5/8" iron rod., no id cap,, origin unknown,, possibly from O.D.O.T.,, held in Partition
<br />Plat No. 91-93a as southwest corner of deed Reel 537, Page 55., and centerline
<br />station 493+71.39 160' LT,, Easterly margin of Final Judgement Marion County
<br />Circuit Court No. 109287, S 79030'06" E 3.5' of fence lines running east and
<br />south
<br />SHEET 2 OF 2
<br />91-93A.
<br />20. 3/4" iron pipe set in MCSR-23326,, determined to be 0.51' North of line in
<br />Partition Plat 91-93a, 0.53' North of line., 2.1' North of fence line.
<br />21. 5/8" iron rod with yellow plastic cap marked "LS 1862" set in Partition Plat
<br />91-93A, held for the most westerly north line of property, 4.2' South of fence
<br />line.
<br />22. 5/8" iron rod with yellow plastic cap marked "LS 1862" set in Partition Plat
<br />91-93A,, held for the most westerly north line of property.
<br />23. West 1/16th Corner of Sections 11 and 14:
<br />3/811 x 2" iron bar set in MCSR-1651,, held as the Southerly Southeast Corner of
<br />W.M. Neil DLC.,, Falls within left wheel track of a gravel road.
<br />24. 3/4" iron pipe, origin unknown, bears N71041'39"E 8.97' from #23. Falls on
<br />centerline of gravel road.
<br />25. 5/8" iron rod with damaged yellow plastic cap set in Partition Plat 92-114, bears
<br />N78050'31"W 3.16' of corner of fence line running west and north.
<br />26. 3/4" iron pipe, top 6" of pipe broke off due to rust, set in MCSR-10493, bears
<br />S9052'43"E 9.52'' from #25.
<br />27. 1/2" iron pipe set in MCSR-7026, 0.4' West of fence line.
<br />28. 3/4" iron pipe set in MCSR-1651,, S 00015'40" W 131.53 from #29 (S 00033'W
<br />1.99 chains or 131.34' MCSR-1651 & MCSR-7026).
<br />29. Center West 1/ 16th Corner Section 11:
<br />3/4" iron pipe set in MCSR-24230., held as reentrant corner of W.M. Neil DLC and
<br />the West line of property.
<br />30. 5/8" iron rod set in MCSR-26974 as "set rod in fence 2.34' S 22053' W of corner",
<br />up 0.55. 3.78South of line. No evidence of fence was found.
<br />31. Center 1/4 Corner Section 11:
<br />3/4" iron pipe set in MCSR-7026,, held as easterly southeast corner of W.M. Neil
<br />DLC.
<br />32. 5/8" iron rod set in MCSR-26974 as "set rod in fence 27.08' N88017'E of corner",,
<br />25.79' East of line. Remaining portion of fence had been damaged and moved by
<br />a fallen tree.
<br />33. Center North 1/ 16th Corner Section 11:
<br />3/4" iron pipe set in MCSR-7026.
<br />Abbreviations:
<br />MCSR
<br />Marion County Survey Record
<br />O.D.O.T.
<br />Oregon Department of Transportation
<br />GLO
<br />General Land Office
<br />BT
<br />Bearing Tree
<br />DLC
<br />Donation Land Claim
<br />PP
<br />Partition Plat
<br />R/W
<br />Right of Way
<br />P.O.B.
<br />Point of Beginning
<br />#9499
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