HomeMy WebLinkAboutSurvey 21527DESCHUTES COUNTY PROPERTY LINE ADJUSTMENT
NO. 24 7-24 - 00039 7- LL, 24 7-24 - 000398 - V, & 24 7-24 - 00039 9 - V
LOCATED IN THE NE 1 /4 NE 1 /4 OF SECTION 32, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
3-1/4" ALUMINUM CAP
OCRR 050
NARRATIVE
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AREA SUMMARY
WE WERE RETAINED BY GERALD AND SIEGLINDE KOLBERG TO TO ADJUST THEIR PROPERTY LINES TO
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PARCEL ID
BEFORE ADJUSTMENT
AFTER ADJUSTMENT
INCLUDE A PORTION OF THE NEIGHBOR'S LANDS WHICH ABUT THE SOUTH AND WEST BOUNDARIES OF
T 14S
TRANSFER PARCEL (PT. TL 101)
1.09 ACRES
THEIR TRACT. USING OUR GPS EQUIPMENT, WE PROPERLY SURVEYED THE PROPERTY AND SET NEW
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WOOD (TL 100)
9.29 ACRES (ASSESSOR)
9.29 ACRES
CORNERS TO MONUMENT THE ADJUSTED LINES.
S29
WOOD (TL 101)_ _ _ _ _ _
2.02 ACRES _ _
0.93 ACRES
THE LOCATION OF THE BOUNDARIES THAT FORMED THE PARENT TRACT CONTAINING THE TWO TAX LOTS
,
S32
WOOD (TL 100 & 101�
_
11.31 ACRES
10.22 ACRES
300 AND 400 WAS BASED ON A LEGAL DESCRIPTION AND SURVEY BY BACHAND, CS00415 (B). IN
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KOLBERG (TL 400)
4.47 ACRES (ASSESSOR)
5.56 ACRES
HIS SURVEY AND DESCRIPTION, BACHAND DOES NOT GIVE ENOUGH DETAIL ABOUT THE BASIS OF
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BEARINGS OR MEASUREMENTS TO THE BEARING TREE THAT HE SHOWS ON HIS MAP TO ESTABLISH
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THE TRUE LOCATION OF THE N-S LINE. 1N ORDER TO RESOLVE THIS DESCRIPTION TO FIT THE
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BASIS OF BEARINGS - (E)S89' 19'09 "E
2615.20'
BOUNDARY, I ROTATED THE SURVEY TO THE SECTION LINE ALONG THE N-S LINE CALL FROM THE
OFF' S
(C)N89'27'28 "W 2615.78'
SECTION CORNER, WHICH RESULTED IN A CLOSE MATCH TO EXISTING OCCUPATION LINES. BASED ON
i
(A)N89'37'30 "W 215.22'
MY RESULTS, i CONCLUDED THAT BACHAND LIKELY MADE THE ASSUMPTION THAT THE N-S LINE WAS
S29 �' �
N89' 19'09 "W 2615.22'
SYNONYMOUS WITH THE SECTION LINE ALTHOUGH HE DOES NOT EXPLICITLY STATE THIS IN HIS
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1307.88
(E)1307.60 -,. ,-
1307.34' (E)1307.60'
SURVEY. I HELD THE ROTATION OF THE ENTIRE DESCRIPTION FROM THE 1250' SOUTH FROM THE
-
SECTION CORNER AS THE SECTION LINE. ADDITIONALLY, 1 HELD THE ROTATED DESCRIPTION CALL FOR S32 HELD) EH11
THE WEST ROAD RIGHT-OF-WAY INTERSECTION AT THE POINT OF BEGINNING OF BACHAND'S ( )
DESCRIPTION. TRACING OUT BACHAND'S DESCRIPTION RESULTED IN A MISCLOSURE OF ABOUT 1.8
FEET BETWEEN THE END OF THE DESCRIPTION AND THE POINT OF BEGINNING, LEAVING A GAP.
BECAUSE CLOSING THE GAP DIDN'T NEGATIVELY IMPACT THE PARENT PARCEL OR VIOLATE ANY SENIOR
RIGHTS, AND BECAUSE DOING SO YIELDED A NEARLY IDENTICAL DISTANCE AS THE FINAL DEED CALL, I o
CLOSED THE LAST LEG OF THE DESCRIPTION TO THE POINT OF BEGINNING. A PORTION OF THE ELMER W. N
PERSHALL COUNTY ROAD, AS `o
PER THE KOLBERG DEED (F), THE EAST LINE OF THE KOLBERG TRACT (TAX LOT 400) WAS ESTABLISHED NOVEMBER 7,
ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND OFFSET 300' EASTERLY FROM THE WESTERLY 1913 PER CROOK COUNTY WOOD
LINE OF THE PARENT TRACT DESCRIBED IN DEED NO. 2022-09152, D.C.O.R.. COMMISSIONER'S JOURNAL o 141332AO 00200
THE SOUTH LINE OF THE SURVEY, BEING THE SOUTH LINE OF THE NE1/4 NE1/4 OF SECTION 32, N0. 5, PAGE 158. I -NOT A PART -
WAS DETERMINED BY HOLDING THE N1/16 CORNER AND THE NE1/16 CORNER AS SHOWN.
INTERSECTING BOUNDARY MONUMENTS FROM RIMROCK WEST ESTATES - REPLAT (D2) TO THE SOUTH •
DID NOT FIT WELL TO MY RESOLVED SOUTH LINE, BUT INSPECTION OF THE PLAT BOUNDARY AND SEE DETAIL A
LATER SURVEYS SHOWS THAT THE NE1/16 WAS NOT SET AT THE TIME THAT THE PLAT WAS 0 GENERAL LOCATION OF THE
SURVEYED, LIKELY RESULTING IN A DIFFERENT RESOLUTION OF THAT LINE. THE NE1/16 CORNER N 20' WIDE STRIP PER VOL.
WHICH I HELD AS SHOWN IN DETAIL B WAS SET IN (E). DIFFERENCES BETWEEN THOSE MONUMENTS ` :: r� 117, PG. 129 LIES IN THE
AND THE RESOLVED SOUTH LINE ARE SHOWN IN THE LINE TABLE. THE SOUTH LINE INTERSECTS THE - - i6F VICINITY OF THE EXISTING
WEST ROAD RIGHT-OF-WAY LINE AT THE SOUTHEAST CORNER OF TAX LOT 101, WHERE I HELD THE N � o `�16. 69; ` Nj> >�N>> 3s NW PERSHALL WAY.
RECORD PLAT DISTANCE FROM THE N1/16 CORNER PER THE REPLAT (D2) TO DETERMINE SAID Avik tz \��, 86�6,
CORNER POSITION. ^ ^ SEE ROAD NOTES , �° 86, 60'
THE WEST LINE OF THE NE 1 /4 NE 1 /4 OF SECTION 32, WAS HELD BETWEEN THE E 1 / 16 AND 3 FRsy'4�� \
NE1/16 CORNERS AS SHOWN. NS¢`391'
10
THE NW CORNER OF THE ADJUSTED PARCEL WAS DETERMINED BY HOLDING THE RECORD ROAD o o w
INFORMATION FOR THE WEST RIGHT-OF-WAY OF NW PERSHALL WAY PER PARTITION PLAT 2006-64 v �
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(E). CURVE C2 WAS EXTENDED SOUTHEAST TO FORM C1 WHICH INTERSECTS THE CALCULATED WEST
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LINE OF THE KOLBERG PARCEL, BEING THE PARCEL DESCRIBED IN DEED (F).
o KOLBERG
THE BEARINGS ARE BASED ON THE NORTH LINE OF THE NE1/4 OF SECTION 32 PER (E). cod
«141332A0 00400
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ROAD NOTES
-A 20' WIDE STRIP OF LAND FOR ROADWAY PURPOSES, LYING WITHIN THE NE1/4 NE1/4 OF
SECTION 32, WAS QUITCLAIMED TO DESCHUTES COUNTY THROUGH QUITCLAIM DEED VOL. 117,
PG. 129, RECORDED AUGUST 21, 1957, DESCHUTES COUNTY DEED RECORDS.
-ROAD JACKET COVER (DOCUMENT NO. RD00846) SHOWS THAT THE ROAD WAS ACCEPTED BY ORDER
RECORDED NOVEMBER 7, 1913. NO ROAD WIDTH WAS STATED, SO DEFAULT ROAD WIDTH OF 60'
WAS ASSIGNED BY STATUTES.
-CROOK COUNTY COMMISSIONER'S JOURNAL VOL. 5, PG. 158 (DOCUMENT NO. RD00871)
ESTABLISHED THE ELMER W. PERSHALL ROAD ON NOVEMBER 7, 1913 AND DECLARED 1T AS A
PUBLIC HIGHWAY. NO SPECIFIC WIDTH WAS STATED.
-AS OF THE TIME OF THIS SURVEY, THE LOCATION OF THE PORTION OF NW PERSHALL WAY LOCATED
SOUTH AND EASTERLY OF THE ESTABLISHED PORTION PER VOL. 5, PG. 158, A ROAD WITHIN THE
NE1/4 NE1/4 OF SECTION 32 HAS NOT BEEN OFFICIALLY LEGALIZED, AND IS THEREFORE NOT
EXPLICITLY LOCATED IN THE ADJUSTED DEEDS OF THIS LOT LINE ADJUSTMENT.
-ROAD LINEWORK SHOWN WITHIN THE NE1/4 NE1/4 OF SECTION 32 IS DERIVED FROM THE TAX MAP
AND IS APPROXIMATE IN NATURE, EXCEPT THAT PORTION AT THE NORTHWEST CORNER OF THE
SUBJECT PROPERTY AT C1, WHICH IS A CALCULATED EXTENSION OF C2 PER PARTITION PLAT
2006-64 (E).
SURVEY NOTES
-(KOLBERG TRACT) TAX LOT 1413M000400 WAS DETERMINED TO BE A LEGAL LOT OF RECORD PER
LEGAL LOT OF RECORD VERIFICATION FILE NO. 247-23-000.411-LR DATED JULY 12, 2023.
-(WOOD TRACT) WOOD OWNS 2 LEGAL LOTS CONSISTING OF 3 TAX LOTS, BEING TAX LOTS
1413324000100 (TL 100), 141332A000101 (TL 101), AND 141332A000200 (TL 200), WHICH IN
TOTAL IS DESCRIBED IN VOL. 48, PG. 225 (G). TL 100 AND TL 101 WERE DETERMINED TO BE A
SINGLE LEGAL LOT OF RECORD PER LEGAL LOT OF RECORD VERIFICATION FILE NO.
247-24-000057-LR, DATED APRIL 3, 2024. DUE TO THE IRREGULAR NATURE OF THE CREATION
OF THIS TRACT, NO SINGLE DEED DESCRIBES SAID TRACT, AND SO THE COMBINATION OF
DOCUMENTS COMPRISING THE SINGLE LEGAL LOT OF RECORD WHICH INCLUDES TL 100 AND TL 101
ARE AS FOLLOWS. -
THE LANDS DESCRIBED IN STATUTORY WARRANTY DEED, VOL. 48, PG. 225, RECORDED MARCH
19, 1984, DESCHUTES COUNTY DEED RECORDS, EXCEPTING THEREFROM THE LANDS DESCRIBED
IN BARGAIN AND SALE DEED, VOL. 180, PG. 775, RECORDED DECEMBER 7TH, 1971, DESCHUTES
COUNTY DEED RECORDS.
-DUE TO THE APPROXIMATE NATURE OF THE ROAD LOCATION, ALL ACREAGES ARE APPROXIMATE
(MORE OR LESS). ASSESSOR ACREAGES ARE USED FOR BEFORE ADJUSTMENT AREAS WHERE THE
PARCELS ABUT THE ROAD, EXCEPT FOR THE TRANSFER PARCEL, WHERE ADJACENT SURVEY DATA
WAS EXTENDED AND COMPUTED IN CURVE C1.
-NO WATER RIGHTS ARE TRANSFERRED AS A RESULT OF THIS ADJUSTMENT.
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f� (F)300' C)PARCEL 1, PP2006-64 I
141332AO 00300
-NOT A PART-
450.00'
3-1/4" ALUMINUM CAP
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S32 S33
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SURVEY DATE. DECEMBER 19, 2024
RECORDING INFORMATION
KOLBERG (TL 400) BEFORE ADJUSTMENT 2022-06535
WOOD (TL 100/101) BEFORE ADJUSTMENT SEE SURVEY NOTES
TRANSFER PARCEL 2025-08231, EXHIBIT "A"
KOLBERG AFTER ADJUSTMENT QO;L5 08231, EXHIBIT "B"
WOOD AFTER ADJUSTMENT aDas 202F-08231, EXHIBIT "C"
TRANSFER PARCEL
COMMENCING AT THE NORTHEAST CORNER OF SECTION 32, TOWNSHIP
14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, BEING A 3-1/4
INCH ALUMINUM CAP, THENCE N89'19'09"W ALONG THE NORTH LINE
OF THE NORTHEAST ONE -QUARTER OF THE NORTHEAST ONE -QUARTER
(NE1/4 NE1/4) OF SAID SECTION 32, 1307.34 FEET TO A 5/8 INCH
REBAR MARKING THE EAST ONE -SIXTEENTH (E1/16) CORNER OF
SECTIONS 29 AND 32; THENCE S00'2546"W ALONG THE WEST LINE OF
SAID NE1/4 NE1/4, 526.07 FEET TO THE WEST RIGHT-OF-WAY LINE
OF NW PERSHALL WAY PER PARTITION PLAT NO. 2006-64, AND THE
POINT OF BEGINNING; THENCE S00'25'46"W ALONG SAID WEST LINE,
786.93 FEET TO THE NORTHEAST ONE -SIXTEENTH (NE1/16) CORNER
OF SAID SECTION 32, THENCE S89'18'56"E ALONG THE SOUTH LINE
OF SAID NE1/4 NE1/4, 619.70 FEET, THENCE, LEAVING SAID SOUTH
LINE, N0624'04"E, 62.15 TO THE SOUTH LINE OF THE LANDS
DESCRIBED IN DEED NO. 2022-09152, DESCHUTES COUNTY OFFICIAL
RECORDS (D. C. 0. R.); THENCE, N8924' 15 "W ALONG SAID SOUTH DEED
LINE, 310.49 FEET TO THE SOUTHEAST CORNER OF THE LANDS
DESCRIBED 1N DEED NO. 2022-06535, D.C.O.R.; THENCE N89'24'15"W
ALONG SAID 2022-06535 SOUTH DEED LINE, 300.01 FEET TO THE
WEST LINE OF SAID 2022-06535, THENCE N00'01 '43"E ALONG THE
WEST LINE OF SAID 2022-06535, 731.60 FEET TO THE WEST
RIGHT-OF-WAY LINE OF SAID NW PERSHALL WAY, THENCE ALONG SAID
WEST RIGHT-OF-WAY LINE, 18.88 FEET ALONG THE ARC OF A 200.00
FOOT RADIUS CURVE TO THE RIGHT, THE LONG CHORD OF WHICH
BEARS N34'03'46"W, 18.87 FEET TO THE POINT OF BEGINNING.
LEGEND
SCALE. FOUND MONUMENT AS SHOWN AND NOTED
1 " = 200'
O FOUND 3/4" PIPE W/YPC MARKED "POVEY & ASSOC. "
0 FOUND 3/4" PIPE, NO CAP (NOT HELD)
d FOUND 1 /2" REBAR, NO CAP (NOT HELD)
O FOUND 5/8" REBAR, NO CAP
O SET 1/2" PIPE W/YPC MARKED "POVEY & ASSOC."
N61 '00' 17"W
(B, G)N61 ' 18'W
(F)N61 ' 15'W
\
280.10'
280.1 ' \ \ •
280.1 '
N N o N
N N N N
N N N N
•
*
YPC
CALCULATED POINT, NOTHING FOUND OR SET
BENT, TIED AT SPIN POINT
YELLOW PLASTIC CAP
141332AO 00300
DEED N0. 2022-09152
-NOT A PART -(BF
\
N45'03'17"W 276.60'
4521 76
W
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D.C.O.R.
- - -
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DESCHUTES COUNTY OFFICIAL RECORDS
- - - - DEED LINE
LINE TO BE ABANDONED
(B, F, G) S89'37'E 1255.4'
300.01' . �- 310.49' S8924' 15 "E 1255.60'
SEE DETAIL B TRANSFER PARCEL N06'24'04"E 62.15' WOOD
619.70 ®*
5/8" REBAR
/�/1,y R�MR HELD) (NOT HELD) S89'18'56"E 1310.69'
OCK
Loop
DETAIL A
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N
C.) /
Iz
1 " = 30'
1 LOT 8 (E)S8918 38'E .21310.63'
RIMROCK WEST ESTATES LOT 6
NOT A PART -
DETAIL B
/ o �
10 TRANSFER \
/ 04
, PARCEL
(HELD) m S89'1856"E,
NE1/16 I
S7726'57"E 14.64'1 /
\ (E)S76'E 14.50'
LOT 8, RIMROCK /
WEST ESTATES,
1 " - 20'
.)
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N00' 1743"E 137.40'
CURVE TABLE
(B, F, G)NORTH 137. 4'
NO. LENGTH
RADIUS DELTA
BEARING CHORD
N89'42' 17"W 39.00'
C 1 18.88'
200.00' 52429"
S34'03'46 "E 18.87'
645.10' 1
^�`•__
(B, F, G)WEST 39.00'
C2 111.01 '
200.00' 31 '48' 10"
S 152728 "E 109.59'
.
I
(E)C2 111.01 '
200.00' 31 '48' 10"
S 15'28' 18 "E 109.59'
- 141332A0 00101
i 652.25'
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N 1 /16
_
5/8" REBAR (HELD)
LINE TABLE
N00' 11 ' 18 "W 62.85' J
38.74'
MONUMENTS
DIRECTION LENGTH
(D 1, D2) 38.74'
1 TO 2
S8922'08 "E 451.38'
(D 1,D2)1 TO 2
S89'27'43"E -
LOT 5
d
2 TO 3
S89'2725 "E 382.14'
o
(D2)2 TO 3
S89'27'43 "E 380.12'
o
3 TO 4
S89.09 '06"E 477.17 '
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(D2)3 TO 4
S89 27 43 E 478.74
2 TO 4
S89' 17' 15 "E 859.31 '
(D 1, D2)3 TO 4
S89'27'43 "E 858.86'
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2 TO 5
S89' 10'20"E 168.32"
5 TO 3
S89'40'52 "E 213.83'
3-1/4 BRASS CAP
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RECORD SURVEYS AND DEEDS S _ _ _ 02 s33
(A) - SURVEY BY BURTON, FILED AUGUST 27, 1966 (CS00413)
(B) BOUNDARY SURVEY BY BACHAND, DATE UNKNOWN, (CS00415)
(C) - BOUNDARY SURVEY BY COOK, FILED JULY 27, 1971 (CSO4953)
(D 1)- RIMROCK WEST ESTATES BY COOK, RECORDED SEPTEMBER 7, 1971 (CS09299)
(D2)- RIMROCK WEST ESTATES - REPLAT BY COOK, RECORDED APRIL 17, 1973 (CS09300)
(E) - PARTITION PLAT NO. 2006-64 BY POVEY, FILED SEPTEMBER 22, 2006 (CS 17063)
(F) - STATUTORY WARRANTY DEED NO. 2022-06535, RECORDED FEBRUARY 15, 2022, D.C.O.R.
(G) STATUTORY WARRANTY DEED, VOL. 48, PG. 225, RECORDED MARCH 19, 1984, D.C.O.R.
APRIL 14, 2025
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 09, 2021
MATTHEW G. BANTON
96574
RENEWS: 12/31 /25
Paw[Ew fimo
P.O. BOX 131, REDMOND, OR 97756
(541) 548-6778 24-024L.DWG
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