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S 88009'14" E
<br />#105 30.08'
<br />FOUND COUNTY BC
<br />PI OF CURVE
<br />HELD
<br />R3
<br />TANGENT
<br />N 05°36'30" E 50.84' -� I
<br />R=2864.79'
<br />D=0°21'11"
<br />L=17.66'
<br />CHORD=S 05°47'06" W
<br />17.66'
<br />#100
<br />FOUND COUNTY BC
<br />HELD
<br />R3
<br />LABISH CENTER
<br />LOAD NE (CR 634
<br />30'
<br />NARRATIVE
<br />L I
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<br />� N
<br />. W
<br />to
<br />LU
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<br />#110
<br />FOUND 5/8" IR
<br />r-
<br />WARRANTY DEED
<br />W/YPC "BARKER" UNREADABLE
<br />REEL 4430, PAGE 464
<br />FLUSH
<br />AREA: 0.89± ACRES
<br />HELD
<br />R1
<br />�- 82.90' 1
<br />R=2834.79'
<br />D=0°23'48"
<br />L=19.63'
<br />CHORD=S 05°48'25" W
<br />19.63'
<br />S 88009'14" E 307.26'(N 88°23'29" W 307.30' R1)
<br />166.30'
<br />140.96'
<br />WENDY & GRANT ARON WIE
<br />WARRANTY DEED
<br />REEL 4288, PAGE 207
<br />JE
<br />BOUNDARY LINE
<br />AREA: 0.52± ACRESDOG
<br />AGREEMENT
<br />EXCEPTING AREA IN ROADN9-
<br />iziL 'f63`T� AGE-'
<br />S 88°04'25 E -
<br />83.39'
<br />ti M
<br />SAINT JOHN SOCIETY
<br />r-
<br />WARRANTY DEED
<br />REEL 4430, PAGE 464
<br />AREA: 0.89± ACRES
<br />EXCEPTING AREA IN ROAD
<br />W
<br />�- 82.90' 1
<br />238.60'
<br />/ 112.59' 242.42'
<br />BASIS OF BEARINGS
<br />89036616" E 355.01' (S 89°51'40" E 355.02' R1)
<br />30'
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE LINE BETWEEN SUBJECT
<br />TRACTS AS OCCUPIED. THE TRACT ALONG HOWELL PRAIRIE ROAD NE WAS
<br />CONVEYED TO WENDY AND GRANT ARON WIEGE BY STATUTORY WARRANTY DEED
<br />RECORDED IN REEL 4288, PAGE 207 (WIEGE TRACT). THE TRACT ALONG NUSOM ROAD
<br />NE WAS CONVEYED TO SAINT JOHN SOCIETY BY BARGAIN & SALE DEED RECORDED IN
<br />REEL 4430, PAGE 464 (SAINT JOHN TRACT). WIEGE AND THE GRANTOR OF THE SAINT
<br />JOHN TRACT, HERME H. RIVAS (FORMER DEED PER REEL 4370, PAGE 377) AGREED
<br />UPON THE LOCATION OF THE FENCE BETWEEN ADJOINING SUBJECT TRACTS. THEY
<br />ALSO AGREED THAT THE FENCE WOULD BE BUILT AND OWNED BY RIVAS, (NOW SAINT
<br />JOHN). THEREFORE, ALSO BY AGREEMENT BETWEEN WIEGE AND RIVAS, THE
<br />AGREEMENT LINE IS MONUMENTED TO ALLOW A 0.3 -FOOT OFFSET TO SAID FENCE.
<br />THE INTENT OF MONUMENTING THE AGREEMENT LINE IS FIRST, TO HONOR EXISTING
<br />OCCUPATION MARKED BY THE NORTH -SOUTH FENCE AND A PORTION OF THE
<br />EAST -WEST SHOWN, AND SECOND, TO RESOLVE AMBIGUITIES IN BOTH DEEDS THAT
<br />RESULT IN CONFLICTS BETWEEN THEIR COMMON BOUNDARY. THE MOST EASTERLY
<br />NORTH -SOUTH AGREEMENT LINE IS THE RESULT OF LANDOWNERS AGREEING TO AN
<br />EXCHANGE OF AREA ALONG WITH PAYMENT FOR WORK.
<br />I COMPUTED THE EXTERIOR DEED LINES AS FOLLOWS:
<br />NORTH EXTERIOR LINE IS HELD BETWEEN THE FOUND MONUMENTS #110 AND #135,
<br />SET IN MCSR 31140. 1 EXTENDED SAID LINE WESTERLY TO INTERSECT THE
<br />CENTERLINE OF HOWELL PRAIRIE ROAD.
<br />I HELD THE ROAD CENTERLINES, ESTABLISHED AS DESCRIBED BELOW, FOR THE
<br />WEST AND SOUTH EXTERIOR LINES PER THE DEEDS.
<br />I HELD THE EAST LINE OF THE SAINT JOHN SOCIETY TRACT BETWEEN FOUND
<br />MONUMENTS #135 AND #290. THE WOOD HUB #290, FOUND AND HELD TO CONTROL
<br />SAID EAST LINE, IS WITNESSED BY A FLAGGED STAKE, MATCHES CLOSELY THE
<br />POSITION COMPUTED FROM THE DETAIL IN MCSR 31140, AND APPEARS TO HAVE BEEN
<br />SET BY A SURVEYOR. ALTHOUGH NO ORIGIN COULD BE ASCERTAINED, A FIELD
<br />FENCE, ANCHORED AT EACH END BY WOOD POSTS, WAS BUILT ALONG SAID LINE
<br />BETWEEN #290 AND #135 PRIOR TO THIS SURVEY.
<br />MCSR 39576
<br />4.49'
<br />Marion County Survey Record for TG 1 st LLC
<br />SE Quarter of Section 24, T. 6 S., R. 2 W., W.M.,
<br />Marion County, Oregon
<br />APRIL, 2022
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<br />o #290
<br />FOUND 1/2" X 2" HUB
<br />HELD, ORIGIN UNKNOWN.
<br />SEE NARRATIVE NOTE.
<br />13.19'
<br />REEL 213, PAGE 614 (5/22/1980)
<br />#135
<br />FOUND 5/8" IR
<br />DOWN 0.5'
<br />HELD
<br />R1
<br />N 89042'25" W 352.78' (N 9000'00" W 352.44' R1)
<br />EXISTING WIRE FIELD
<br />FENCE ON LINE
<br />BETWEEN #135 AND #290
<br />m
<br />REEL 4313, PAGE 72 (3/18/2020)
<br />#125
<br />FOUND 5/8" IR
<br />W/YPC "BARKER PLS 636"
<br />DOWN 0.1'
<br />HELD
<br />R1
<br />353.71'
<br />D NE
<br />(CR 634)
<br />N
<br />3.48' M ROA
<br />25.09' NUSO
<br />- - -
<br />/ -
<br />5°21'45" W 371.61'
<br />_ - -
<br />S8
<br />(S 85007'22" W 371.66' R1) N
<br />NARRATIVE (continued)
<br />#115
<br />FOUND 5/8" IR N
<br />DOWN 0.2'
<br />HELD
<br />R2
<br />0' 60' 120'
<br />SCALE: 1" = 60'
<br />NOTES ON DEED ISSUES: COMPUTING THE LINES COMMON TO SUBJECT TRACTS
<br />USING DATA FROM THE DEEDS RESULTS OVERLAPS IN SAID LINES. THESE OVERLAPS
<br />CAN BE SEEN GRAPHICALLY IN THE CURRENT VERSION OF TAX MAP 06 2W 24D. THE
<br />AGREEMENT LINE MONUMENTED IN THIS SURVEY, TOGETHER WITH THE RELATED
<br />RECORDED DOCUMENTS, RESOLVES THE OVERLAP ISSUES AND ELIMINATES ANY
<br />POSSIBLE CLOUDS ON TITLE IN THE FUTURE.
<br />HOWELL PRAIRIE ROAD (MARKET ROAD 51): THIS ROAD WAS MONUMENTED IN 1928 BY
<br />MARION COUNTY AND DOCUMENTED IN ROAD PLAT VOLUME 1, PAGES 282 - 284,
<br />WHICH WAS FILED AS MCSR 4765. 1 FOUND AND HELD THE MONUMENT AT THE
<br />CENTERLINE INTERSECTION WITH NUSOM ROAD NE AND THE MONUMENT MARKING
<br />THE P.I. OF THE NEXT CURVE TO THE NORTH. I HELD THE CENTRAL ANGLE OF 2002'
<br />AND THE COMPUTED RADIUS OF 2864.79 FEET TO ESTABLISH THE CURVE. SAID
<br />RADIUS IS COMPUTED FROM THE RECORD 2° CURVE, USING DEGREE OF CURVATURE,
<br />ARC DEFINITION. I THEN OFFSET CENTERLINE 30.00 FEET TO ESTABLISH THE
<br />EASTERLY RIGHT-OF-WAY LINE.
<br />NUSOM ROAD NE (COUNTY ROAD 634): THIS ROAD IS ALSO ESTABLISHED BY HOLDING
<br />FOUND CENTERLINE MONUMENTS. THE FIRST TWO ANGLE POINTS EAST OF THE
<br />INTERSECTION WITH HOWELL PRAIRIE ROAD WERE SET IN MCSR 29142. THE MOST
<br />EASTERLY CENTERLINE MONUMENT WAS SET BY MARION COUNTY IN 1952 AS
<br />DOCUMENTED IN MCSR 2458. 1 HELD THE RECORD HALF WIDTH OF 25.00 FEET TO
<br />ESTABLISH THE NORTH RIGHT-OF-WAY LINE.
<br />NUSOM ROAD NORTH RIGHT-OF-WAY ISSUE. IN 1987, IN MCSR 31140, CLARENCE
<br />BARKER COULD NOT RECONCILE THE ROAD ALIGNMENT WITH THE DEED CALLS.
<br />BARKER THEREFORE SHOWS TWO VERSIONS OF THE ROAD ALIGNMENT. A READING
<br />OF THE CURRENT DEEDS REVEALS THAT THE ISSUE STILL EXISTS. I LEAVE IT TO
<br />MARION COUNTY TO SETTLE THE MATTER. MEANWHILE THE MONUMENTS SET IN THIS
<br />SURVEY ALONG THE ROAD ARE INTENDED TO MARK THE RIGHT-OF-WAY AS
<br />MONUMENTED BY MARION COUNTY.
<br />BASIS OF BEARINGS IS THE LINE BETWEEN THE FOUND MONUMENTS #100 AND #115,
<br />WHICH LINE BEARS S 89036'16" E. BEARINGS ARE BASED ON "OCRS (OREGON
<br />COORDINATE REFERENCE SYSTEM) SALEM ZONE" NAD 1983(2011) EPOCH 2010.00,
<br />INTERNATIONAL FEET, ESTABLISHED PER TRIMBLE VRSNOW OREGON GPS NETWORK.
<br />LEGEND
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<br />25.(
<br />#130
<br />FOUND 5/8" IR
<br />DOWN 0.4'
<br />HELD
<br />R1
<br />3.22'
<br />4.65'
<br />#120
<br />FOUND 5/8" IR
<br />FLUSH
<br />HELD
<br />R2
<br />#155
<br />FOUND COUNTY BC
<br />HELD
<br />R4
<br />40" W 13 g6 RA)
<br />> S 1653 20~ W 1131
<br />�S 15
<br />#160
<br />FOUND 3-1/4" ALUMINUM CAP
<br />DOWN 0.3', HELD.
<br />COUNTY SURVEYOR'S BOOK
<br />OF RESTORED CORNERS
<br />VOLUME 2, PAGES 348 & 348-A.
<br />ALSO SEE MCSR 3656.
<br />T
<br />SET 5/8"x 30" IRON ROD WITH YELLOW
<br />p PLASTIC CAP MARKED "AG GEO NW LLC"
<br />ON 3-29-22
<br />FOUND 5/8"x 30" IRON ROD WITH YELLOW
<br />PLASTIC CAP MARKED "AG GEO NW LLC"
<br />s FOUND MONUMENT AS NOTED
<br />FOUND SECTION CORNER AS NOTED
<br />( ) DENOTES RECORD MEASUREMENT
<br />IP IRON PIPE
<br />IR IRON ROD
<br />YPC YELLOW PLASTIC CAP
<br />MCSR MARION COUNTY SURVEY RECORD
<br />NO. NUMBER
<br />COR CORNER
<br />DOC. DOCUMENT
<br />BC BRASS CAP
<br />SURVEY REFERENCES
<br />R1 MCSR 31140
<br />R2 MCSR 29142
<br />R3 MCSR 4765 - ROAD PLAT VOL. 1, P. 283
<br />R4 MCSR 2458 - RELOCATION COUNTY ROAD NO. 634
<br />2006
<br />S0 VEYOt-
<br />MCSR 39576
<br />#150
<br />FOUND 1" IP
<br />DOWN 0.2'
<br />MCSR 17267
<br />� NOT THE
<br />TOWNSHIP
<br />LINE
<br />SECTION I SECTION
<br />24 1 19
<br />SECTION
<br />25
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<br />SECTION
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<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />Aa
<br />)OREGON
<br />JAN. 16, 1996
<br />TONY J. BROOKS
<br />2736
<br />Page 1 of 1 RENEWS: 12/31/23
<br />Client: 20-056 TG 1 ST LLC SIGNED:
<br />4",,g pGeos atiaI NW
<br />Ag Spatial Data Managenont
<br />t
<br />Land Surveying & GIS
<br />30532 S McCown Road, Molalla, OR 97038
<br />503-329-8008 cell/text
<br />info@AgGeoNW.com www.AgGeoNW.com
<br />
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