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LEGEND
Q. = FOUND MONUMENT AS NOTED
O = HELD 5/8" IRON ROD WITH ORANGE PLASTIC
CAP MARKED "MUNSON & ASSOCIATES" PER (R1)
m = SET 5/8" IRON ROD WITH ORANGE PLASTIC
CAP MARKED "MUNSON & ASSOCIATES"
(R1) = RECORD OF SURVEY, BY CHRISTOPHER R. MUNSON,
FILED AUGUST 10, 2023 (CS21135)
(R2) = BOUNDARY SURVEY, BY GARY W. HICKMAN,
FILED MAY 2, 1991 (CS02207)
(R3) = MINOR LAND PARTITION MP-78-84, BY GEORGE W.
COLVIN, JR., DATED APRIL 25, 1978 (CS02205)
(R4) = CONTROL, RECOVERY AND RETRACEMENT MAP, BY JOHN
TAYLOR HAGLUND, FILED MAY 25, 2021 (CS20520)
(D1) = BARGAIN AND SALE DEED, RECORDED NOVEMBER 29, 2023,
AS INSTRUMENT NO. 2023-29433, DESCHUTES COUNTY
OFFICIAL RECORDS
(D2) = LOCATION OF EASEMENT DEED, RECORDED
SEPTEMBER 11, 1970, IN VOLUME 172, PAGE 137,
DEED RECORDS OF DESCHUTES COUNTY
(M) = MEASURED
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C1 (M,R1)
89.03'
1970.00'
203622"
S0058'45"E 89.03'
C1 (R4)
89.04'
1970.00'
203522"
N005845"W 89.03'
C2 (M,R1,R4)
116.80'
1970.00'
3°23'49"
S2°00'51"W 116.78'
C3 (M,R7)
182.25'
2030.00'
5008'38"
N1008'26"E 182.19'
C3 (R4)
182.25'
2030.00'
5008'38"
N1008'26"E 182.18'
C4 (C)
170.50'
487.64'
20001'59"
N80024'41"W 169.63'
C4 (D2)
170.50'
487.64'
--
N80025'15"W 169.64'
C5 (C)
171.24'
625.00'
15041'54"
N78014'39"W 170.71'
C5 (R 1)
--
625.00'
--
05 (D2)
171.24'
625.00'
--
N78015'11"W 170.70'
C6 (M,D1)
180.99'
517.64'
20001-59"
N8002441"W 180.07'
C7 (M,D1)
59.06'
595.00'
5°41'15"
N73014'19'W 59.04'
(C) = CALCULATED TRACT B
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`° INSTRUMENT NO. 2023-29433
N89034'19"E (M,D1) 388.42' (M) + r6 SEE DETAIL DESCHUTES COUNTY
---� % OFFICIAL RECORDS
40.13' (M)
S89034'19"W
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--S89033'45"W
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13.56' (M,R1)
387.89' (C) C4 C�
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399.39' (02)-- ---- `
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FOUND 1/2" IRON ROD, ORIGIN UNKNOWN,)
UP 1.2' & ANGLED IN ROCK MOUND WITH
ROUND GREEN WOODEN POST. ENTRY
POINT LIES ON SOUTHERLY EASEMENT LINE
AND 6.00' WEST OF EAST PROPERTY LINE.
TRACT A
INSTRUMENT NO.2023-29433
DESCHUTES COUNTY
OFFICIAL RECORDS
FOUND NAIL IN BOULDER,
REFERENCED IN (R3),
N81 °44'21 "W 6.13' FROM
TRUE SOUTHEAST CORNER
N2°16'26"W (M,R1,R4) - BASIS OF BEARINGS
12.57' (M,R1) N89059'43"E 637.33' (M,R7)
FOUND 5/8" IRON ROD ON LINE
WITH BROKEN YELLOW PLASTIC
CAP LYING NEARBY PER (112)
OMunsonMsoMunson&Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541)550-7396
www.munson-assoc.com
PARCEL 3
PARTITION PLAT 1994-19
RECORD OF SURVEY
JANUARY 4, 2024
LOCATED IN THE NE1/4 SW1/4 OF SECTION 4,to
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, N
DESCHUTES COUNTY, OREGON
.a
cn
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE CORNERS OF THE PROPERTY DESCRIBED AS TRACT A IN THE
BARGAIN AND SALE DEED RECORDED AS INSTRUMENT NO. 2023-29433 IN DESCHUTES COUNTY OFFICIAL RECORDS, AS
REQUESTED BY OUR CLIENT, RICH NIEDERHOF, TRUSTEE OF THE GREENLEE LAND TRUST. SAID DEED PERFECTED THE PROPERTY
LINE ADJUSTMENT BETWEEN TRACT A AND TRACT B APPROVED IN DESCHUTES COUNTY PLANNING FILE NO. 247-23-000656-LL.
CONTROL FOR THIS SURVEY IS PER THE SURVEYS AND DEEDS OF RECORD REFERENCED HEREIN AND THE MONUMENTS SHOWN
AS HELD AND SET ON THIS MAP OF SURVEY. THIS SURVEY WAS CONDUCTED USING THE CENTRAL OREGON COORDINATE SYSTEM,
DESCHUTES13 TRANSFORMATION, IN CONJUNCTION WITH THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION. IN 2023 OUR
FIRM CONDUCTED A BOUNDARY SURVEY OF THE OVERALL EXTERIOR OF BOTH TRACT A AND TRACT B PRIOR TO THEIR
ADJUSTMENT; THAT SURVEY WAS FILED AS GS21135 WITH THE DESCHUTES COUNTY SURVEYOR'S OFFICE. OUR 2023 SURVEY
ALSO MONUMENTED AND MAPPED THE WEST, SOUTH AND EAST LINES OF WHAT IS NOW TRACT A; WITH THIS PRESENT SURVEY,
THE NORTH LINE OF TRACT A, ALSO BEING THE DIVIDING LINE BETWEEN TRACT A AND TRACT B, IS NOW MAPPED AND
MONUMENTED AS DISCUSSED BELOW.
TRACT A CONSISTS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4,
AND THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4 LYING SOUTHERLY
OF A LINE DESCRIBED IN THE SUBJECT DEED, ALL IN TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES
COUNTY, OREGON, AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF HUNNELL ROAD. THE LINE DESCRIBED IN THE DEED
COINCIDES WITH THE NORTHERLY LINE OF THE INGRESS & EASEMENT DESCRIBED IN THE LOCATION OF EASEMENT DEED
RECORDED IN VOLUME 172, PAGE 137, DEED RECORDS OF DESCHUTES COUNTY, AS DEPICTED ON THIS SUBJOINED MAP.
AS DISCUSSED IN OUR 2023 BOUNDARY SURVEY, HARRIS WAY WAS DEDICATED FROM BOWERY LANE TO HUNNELL ROAD IN 1970,
BUT THAT DEDICATION HAD NO EFFECT ON THE SUBJECT PROPERTY, AS IT HAD BEEN CONVEYED TO BOB AND FRANCIS
N. THE 1970
ON
OF EASEMENT DEED DESCRIPTION MATCHES THAT
HARRIS
Wqy GREENLEE THREE YEARS BEFORE THE THE 1970 HARRIS WAY DEDICAT ON, AND AS SUCHH,, WE HAVE EXT NDEID ODUR RESOLVED HARRIS WAY CENTERLINE FROM OUR F
(60' PUBLIC RIGHT-OF-WAY) 2023 SURVEY WESTERLY TO HUNNELL ROAD, ROTATING THIS CENTERLINE SLIGHTLY TO MATCH OUR PREVIOUSLY MEASURED
BEARINGS WHILE MAINTAINING RECORD DISTANCES AND CURVE RADII.
INSTRUMENT NO.
2020-29664
DESCHUTES COUNTY
OFFICIAL RECORDS
THE NORTH LINE OF TRACT A THUS REESTABLISHED, WE SET NEW MONUMENTS AT ALL CORNERS OF THE SAME WHERE NONE
PREVIOUSLY EXISTED. ALTHOUGH THE INGRESS & EGRESS EASEMENT FROM 1970 IS SHOWN, A FULL TITLE SEARCH WAS NOT
CONDUCTED, AND THIS SURVEY IS NOT INTENDED TO DEPICT ALL EASEMENTS THAT MAY ENCUMBER THE SUBJECT PROPERTY.
HARRIS WAY APPEARS TO BE IN USE BY THE GENERAL PUBLIC THROUGH THE EASEMENT AREA, AND SMALL PORTIONS OF THE
TRAVELED WAY EXIST OUTSIDE THE EASEMENT. ROUND GREEN WOODEN POSTS EXIST NEAR THE EAST LINE§OF TRACT A, BUT
THEY DO NOT FOLLOW OUR SURVEYED EAST LINE NOR THE WEST PLAT BOUNDARY LINE SURVEYED BY GEORGE COLVIN IN HIS
1978 MINOR PARTITION OF LANDS TO THE EAST. NO OTHER UNUSUAL CONDITIONS WERE ENCOUNTERED.
INGRESS & EGRESS
N0005'09"W 4.70' (M,D1) -�EASEMENT PER (D2)
FOUND 1/2" IRON ROD,
ANGLED NORTHERLY, ORIGIN
UNKNOWN. TIED TOP.
N77046'13"W 5.98'
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DETAIL
1 "=10'
BY:.
N
0 50' 100,
60!siiiii"
SCALE: 1" = 100'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
200'
OREGON
MARCH 11, 2014
CHRISTOPHER R. MUNSON
80548PLS
RENEWS: 12/31/2024
W.O. # 23-004 PLATE ONE OF ONE
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