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Munson & Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541) 550-7396
www.munson-assoc.com
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S89059'20"E 659.14' (M)
S89055'07"E 659.91' (R4)
C6 S87°09'05"E 502.70' (M)
HARRIS WAY
(60' PUBLIC RIGHT-OF-WAY)
171
RECORD OF SURVEY
AUGUST 3, 2023
LOCATED IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4 OF SECTION 4,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
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INDEX
PLATE
DESCRIPTION
ONE
PROPERTY BOUNDARY
TWO
LEGEND & MONUMENT TABLE
THREE
NARRATIVE
FOUR
SECTIONAL BREAKDOWN
FIVE
HUNNELL ROAD & HARRIS WAY RESOLUTIONS
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C1 (M)
89.03'
1970.00'
203522"
S0058'45"E 89.03'
C1 (R17)
89.04'
1970.00'
2035'22"
N0058'45"W 89.03'
C2 (M,R17)
116.80'
1970.00'
3023-49"
S2°00'51 "W 116.78'
C3 (M)
182.25'
2030.00'
5008'38"
N 1 008'26"E 182.19'
C3 (R17)
182.25'
2030.00'
5008'38"
N1008'26"E 182.18'
C4 (M)
67.42'
4970.00'
0046'38"
S1 °02'34"E 67.42'
C4 (R17)
67.42'
4970.00'
0046'38"
N 1 002'33"W 67.42'
C5 (M)
181.06'
230.00'
45006'15"
N64035'58"W 176.42'
C6 (M)
106.87'
5699.58'
1 °04'27"
S86030'25"E 106.87'
C7 (M)
82.93'
595.00'
7059'09"
S82006'01 "E 82.86'
9/3/2V>2-
REGISTERED
PROFESSIONAL
ND SURVfY R
OREGON
MARCH 11, 2014
CHRI TOPHER R. MUNSON
80548PLS
RENEWS: 12/31 /2024
W.O. # 23-004 PLATE ONE OF FIVE
CS 2 1 135
MONUMENT TABLE
NUMBER
DESCRIPTION
1
HELD 5/8" IRON ROD, UP 1.4', SET IN BEDROCK & FIRM, FOR WEST QUARTER CORNER OF SECTION 4. SET BY BURTON BROTHERS IN
FEBRUARY 1969 AS REFERENCED IN (R1). BRASS CAP & GALVANIZED IRON PIPE WITH ROCK MOUND SET OVER BURTON BROTHERS'
MONUMENT IN (132) HAS BEEN REMOVED BY UNKNOWN PERSONS. NORTHEAST BEARING TREE AS NOTED IN (133) IS PRESENT, BLAZED AND
WITH A DUPLEX NAIL (N30°E 8.6' PER (R3)).
2
HELD 5/8" IRON ROD PER (134) AT 3-WAY FENCE CORNER FOR CENTER QUARTER CORNER OF SECTION 4.
3
CALCULATED CENTER -WEST 1/16TH CORNER. NO MONUMENT FOUND OR SET.
4
FOUND 2" ALUMINUM CAP MARKED "DESCHUTES COUNTY PUBLIC WORKS W 1/16 LS 2214" PER (135), ON EAST -WEST FENCELINE.
5
CALCULATED CENTER -EAST -WEST 1/64TH CORNER; NO MONUMENT SET. 5/8" IRON ROD PER (134) SET IN ERROR AND LIES N88045'57"E 1.11, OF
TRUE CORNER. BOTH POSITIONS LIE APPROXIMATELY ONE FOOT SOUTH OF AN EAST -WEST FENCE BELONGING THE THE ADJOINING
PROPERTY OWNER NORTH.
6
FOUND 1/2" IRON ROD (5/8" RECORD) PER (134) ON LINE, SOUTH OF JUNIPER TREE AT NORTH-EAST FENCE CORNER.
7
HELD 5/8" IRON ROD PER (134), UP 0.6' AT SOUTHWEST CORNER OF ROCK CRIB AT 4-WAY FENCE CORNER FOR CENTER -WEST -EAST 1/64TH
CORNER.
8
HELD 5/8" IRON ROD PER (R4), UP 0.3' AT RAILROAD TIE POST AT WEST -SOUTH FENCE CORNER FOR CENTER -EAST 1/16TH CORNER.
9
HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" PER (R6) AT SOUTH-EAST FENCE CORNER FOR CENTER -SOUTH 1/16TH
CORNER.
10
FOUND 5/8" IRON ROD WITH BROKEN YELLOW PLASTIC CAP LYING NEARBY PER (136). HELD AS WITNESS TO SOUTHWEST 1/16TH CORNER.
11
SET CENTER -EAST -SOUTHWEST 1/64TH CORNER AS SHOWN. NAIL IN BOULDER, REFERENCED IN (137), LIES N81 °44'21 "W 6.13'.
12
CALCULATED CENTER -NORTH -SOUTHWEST 1/64TH CORNER. NO MONUMENT SET.
13
CALCULATED CENTER -NORTH -SOUTH 1/64TH CORNER. NO MONUMENT SET.
14
HELD 5/8" IRON ROD PER (136), UP 0.2', FOR SOUTHEAST 1/16TH CORNER.
15
CALCULATED CENTER -WEST -SOUTHEAST 1/64TH CORNER. NO MONUMENT FOUND OR SET.
16
CALCULATED CENTER -NORTH -SOUTHEAST 1/64TH CORNER. NO MONUMENT SET.
17
SET NORTHEAST -SOUTHWEST 1/64TH CORNER AS SHOWN. FOUND 1/2" IRON ROD, ANGLED NORTHERLY, ORIGIN UNKNOWN. TOP LIES
N77046'13"W 5.98' FROM NE -SW 1/64TH CORNER.
18
CALCULATED NORTHWEST -SOUTHEAST 1/64TH CORNER. NO MONUMENT FOUND OR SET.
19
SET CALCULATED POINT OF CURVATURE AS SHOWN. FOUND BENT 5/8" IRON ROD (NO RECORD); ENTRY POINT LIES SOUTH 0.14' AND WAS
HELD FOR EASTING AND THE MONUMENT SUBSEQUENTLY REMOVED THIS SURVEY TO FACILITATE SETTING THE TRUE CORNER.
20
HELD 5/8" IRON ROD (NO RECORD) FOR POINT OF TANGENCY.
21
CALCULATED POINT OF CURVATURE. 3/4" IRON ROD, ORIGIN UNKNOWN, LIES S27026'10"E 7.69%
22
FOUND BENT 5/8" IRON ROD, ORIGIN UNKNOWN, REFERENCED IN (137). HELD ENTRY POINT FOR POINT OF CURVATURE.
23
SET MONUMENT AS SHOWN AT INTERSECTION OF NORTHERLY RIGHT-OF-WAY OF HARRIS WAY AND WEST -EAST 1/64TH LINE.
24
FOUND 5/8" IRON ROD PER (137). HELD FOR HARRIS WAY RIGHT-OF-WAY WIDTH AND TANGENT ANGLE.
25
FOUND 1/2" IRON ROD, UP 0.2', ORIGIN UNKNOWN (5/8" IRON ROD REFERENCED IN (137)). MONUMENT LIES SOUTH 87-23'38"E 4.65' OF
CALCULATED POINT OF CURVATURE.
26
FOUND 5/8" IRON ROD PER (137), UP 1.4' IN LOW ROCK WALL. HELD FOR HARRIS WAY RIGHT-OF-WAY WIDTH AND TANGENT ANGLE.
27
SET MONUMENT AS SHOWN AT POINT OF CURVATURE. BADLY BENT 5/8" IRON ROD LYING ON GROUND NEARBY, ORIGIN UNKNOWN.
28
FOUND 5/8" IRON ROD, ANGLED SOUTHERLY, ORIGIN UNKOWN. HELD TOP FOR POINT OF CURVATURE.
29
FOUND 5/8" IRON ROD, ORIGIN UNKNOWN, REFERENCED IN (137). USED IN THIS SURVEY AS A REFERENCE POINT ONLY TO MONUMENT #28.
30
FOUND 1/2" IRON ROD, ORIGIN UNKNOWN, UP 12AND ANGLED, IN ROCK MOUND WITH ROUND GREEN WOODEN POST. TIED ENTRY POINT,
WHICH LIES 6.00' WEST OF EAST -WEST 1/64 LINE.
31
FOUND 1/2" IRON ROD PER (139), UP 0.6' IN ROCK MOUND AT FENCE CORNER, WEST 1.72' OF WEST -EAST 1/64TH LINE.
32
SOUTHWEST 1/16TH CORNER. NO MONUMENT FOUND OR SET.
33
SET MONUMENT AS SHOWN AT INTERSECTION OF NORTHERLY RIGHT-OF-WAY OF HARRIS WAY WITH NORTH -SOUTH 1/64 LINE.
Munson & Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541) 550-7396
www.munson-assoc.com
RECORD OF SURVEY
AUGUST 3,2023
LOCATED IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4 OF SECTION 4,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
LEGEND
p = FOUND MONUMENT AS NOTED IN TABLE
p = SET 5/8" IRON ROD WITH ORANGE PLASTIC
CAP MARKED "MUNSON & ASSOCIATES"
(131) = SURVEY FOR WM. SWINDELLS, BY RICHARD W. BURTON,
DATED MARCH 1969 & REVISED JANUARY 9, 1970 (CS02244)
(132) = STONERIDGE, BY MICHAEL W. TYE,
RECORDED JANUARY 13, 1981 (CS09939)
(133) = OREGON CORNER RESTORATION RECORD #119,
BY GEORGE W. COLVIN, JR., DATED MARCH 20, 1987
(134) = PROPERTY SURVEY, BY EDGAR W. GRAVES,
DATED DECEMBER 14, 1976 (CS02217)
(R5) = OREGON CORNER RESTORATION RECORD #1371,
BY PETER A. MANLEY, DATED SEPTEMBER 24, 1996
(136) = BOUNDARY SURVEY, BY GARY W. HICKMAN,
FILED MAY 2, 1991 (CS02207)
(137) = MINOR LAND PARTITION MP-78-84, BY GEORGE W. COLVIN, JR.,
DATED APRIL 25, 1978 (CS02205)
(138) = MINOR LAND PARTITION MP-82-13, BY GEORGE W. COLVIN, JR.,
FILED OCTOBER 7, 1983 (CS02204)
(139) = MAJOR LAND PARTITION NO. MJP 78-45, BY GEORGE W. COLVIN, JR.,
RECORDED DECEMBER 19, 1978 (CS02212)
(1310) = RECORD OF SURVEY, BY ROBERT W. ARNDORFER,
DATED OCTOBER 26, 1965 (CS02301)
(1311) = LOT LINE ADJUSTMENT, BY JAMES R. TYE,
FILED DECEMBER 28, 1999 (CS13894)
(R12) = BOUNDARY SURVEY, BY KEVIN JAMES BLAKLEY,
FILED JANUARY 27, 2009 (CS17917)
(1313) = BOUNDARY SURVEY, BY KEVIN JAMES BLAKLEY,
FILED MAY 8, 2013 (CS18518)
(1314) = RECORD OF SURVEY, BY DANIEL T. BURTON,
FILED AUGUST 5, 2021 (CS20576)
(1315) = PARTITION PLAT 2017-2, BY JERRY D. STICHLER,
RECORDED JANUARY 31, 2017 (CS19288)
(1316) = PROPERTY LINE ADJUSTMENT SURVEY, BY JERRY D. STICHLER,
FILED MAY 23, 2018 (CS19652)
(1317) = CONTROL, RECOVERY AND RETRACEMENT MAP, BY JOHN TAYLOR HAGLUND,
FILED MAY 25, 2021 (CS20520)
(1318) = PARTITION PLAT 1994-19, BY PHILIP R. BALDNER,
RECORDED JUNE 10, 1994 (CS11866)
(D1) = ROAD DEDICATION DEED, RECORDED SEPTEMBER 10, 1970
IN VOLUME 172, PAGE 115, DEED RECORDS OF DESCHUTES COUNTY
(M) = MEASURED
(C) = CALCULATED
2I
Vz_5
REGISTERED
PROFESSIONAL
LAND SURVffY R
OREGON
MARCH 11, 2014
CHRISTOPHER R. MUNSON
80548PLS
RENEWS: 12/31/2024
W.O. # 23-004 PLATE TWO OF FIVE
wi 2tt35-
EM
HUTES COUNTY SURVEYOR
q./,o�zoz_� BY� G° 1107 S
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE CORNERS OF THE PROPERTY DESCRIBED IN THE BARGAIN AND SALE DEED
RECORDED AS INSTRUMENT NO.2022-43413 IN DESCHUTES COUNTY OFFICIAL RECORDS, AND LOCATED IN IN SECTION 4, TOWNSHIP 17 SOUTH,
RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, AS REQUESTED BY OUR CLIENT, RICH NIEDERHOF, TRUSTEE OF THE
GREENLEE LAND TRUST. ROBERT M. GREELEE AND FRANCES L. GREENLEE WERE THE PREDECESSOR OWNERS OF THE LANDS.
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. BASIS OF BEARINGS FOR THIS SURVEY IS
THE MEASURED LINE BETWEEN THE WEST ONE -QUARTER AND CENTER ONE -QUARTER CORNER MONUMENTS OF SECTION 4, USING GNSS
OBSERVATIONS.
THE SUBJECT PROPERTY WAS ACQUIRED IN TWO PARTS. THE FIRST AND LARGEST PORTION WAS DEEDED TO THE GREENLEES BY W.D. AND
BABA LEE BOWERS IN 1967 PER THE WARRANTY DEED RECORDED IN VOLUME 153, PAGE 445 OF DESCHUTES COUNTY DEED RECORDS, AND
CONSISTING OF THE NW1/4 NW1/4 SE1/4 AND THE NE1/4 SW1/4 OF SECTION 4, EXCEPTING THE SE1/4 NE1/4 SW1/4 THEREOF. ADJOINING
PROPERTY WAS LATER ACQUIRED BY THE GREENLEES FROM THE BOWERSES IN 1982, AS DESCRIBED IN THE STATUTORY WARRANTY DEED
RECORDED IN VOLUME 365, PAGE 781, DEED RECORDS OF DESCHUTES COUNTY, AND CONSISTING OF THE SW1/4 NW1/4 SE1/4 AND THE SE1/4
NE1/4 SW1/4 OF SECTION 4, LYING NORTHERLY OF HARRIS WAY (PREVIOUSLY KNOWN AS BABA LANE).
OUR BOUNDARY RESOLUTION BEGAN WITH THE BREAKDOWN OF THE RELEVANT PORTIONS OF SECTION 4 INTO 1/16TH ALIQUOT PARTS. AN
IRON ROD SET BY BURTON BROTHERS IN 1969 AT THE LOCATION OF AN ORIGINAL STONE MARKING THE WEST 1/4 CORNER OF SECTION 4 WAS
RECOVERED IN GOOD CONDITION AND FIRMLY SET IN SOLID ROCK. MICK TYE PLACED A IRON PIPE WITH A BRASS CAP IN A ROCK MOUND OVER
THIS IRON ROD AS THE INITIAL POINT OF STONERIDGE IN 1981, BUT UNKNOWN PERSONS HAVE REMOVED THE IRON PIPE MONUMENT AND ROCK
MOUND. A BEARING TREE NOTED BY GEORGE COLVIN IN HIS RESTORATION RECORD OF 1987 IS STILL PRESENT IN THE RECORD LOCATION
WITH RESPECT TO THE IRON ROD, AND AS SUCH, THE IRON ROD WAS ACCEPTED AS THE MONUMENT MARKING THE WEST 1/4 CORNER.
EDGAR GRAVES SURVEYED THE NORTH HALF OF SECTION 4 IN 1978 AND SET MONUMENTS ON THE SOUTH BOUNDARY THEREOF, INCLUDING
THE CENTER 1/4, CENTER -WEST 1/16, C-E-W 1/64, THE CENTER -EAST 1/16 AND THE C-W-E 1/64 CORNERS. WE HELD GRAVES' MONUMENTED
CENTER 1/4 CORNER, AS HAVE NUMEROUS SUBSEQUENT SURVEYS. THE CENTER -WEST 1/16 CORNER LIES WITHIN HUNNELL ROAD AND WAS
NOT FOUND; ITS POSITION WAS CALCULATED BY SINGLE PROPORTIONING. THE MONUMENT SET BY GRAVES FOR THE C-E-W 1/64 WAS FOUND
ON THE EAST -WEST QUARTER SECTION LINE, BUT IT IS SUBSTANTIALLY OUT OF POSITION IN EASTING; AS NO ADJACENT PROPERTY OWNERS
OR SURVEYS HAVE RELIED ON THIS MONUMENT, WE HAVE REJECTED IT AND USED OUR CALCULATED POSITION INSTEAD.
GRAVES' MONUMENT AT THE CENTER -EAST 1/16 CORNER HAS BEEN RELIED ON BY SEVERAL SUBSEQUENT SURVEYS, AND WE HAVE HELD IT
ACCORDINGLY. HIS MONUMENT AT THE C-W-E 1/64 CORNER HAS BEEN RELIED UPON BY ADJACENT PROPERTY OWNERS AND SUBSEQUENT
SURVEYS, AND WE HAVE HELD IT ACCORDINGLY.
GARY HICKMAN SET THE CENTER -SOUTH AND SOUTHEAST 1/16 CORNERS IN HIS 1991 SURVEY OF LANDS SOUTH OF THE SUBJECT PROPERTY,
REJECTING ROBERT ARNDORFER'S MONUMENTS PREVIOUSLY SET. WE HAVE ACCEPTED HICKMAN'S MONUMENTS, AS HAVE SUBSEQUENT
SURVEYS OF ADJACENT LANDS BY PHILIP BALDNER AND JERRY STICHLER.
HICKMAN HELD GEORGE COLVIN'S MONUMENT SET IN 1983 AT THE SOUTHWEST 1/16 CORNER. THIS CORNER LIES WITHIN HUNNELL ROAD AND
WAS NOT FOUND; TO CALCULATE ITS POSITION, WE FOUND AND HELD HICKMAN'S MONUMENT ON THE SOUTH 1/16 LINE 30 FEET EASTERLY AS A
WITNESS.
THE RELEVANT 1/4 AND 1/16 CORNERS NOW BEING ESTABLISHED, WE BROKE THE NE1/4 SW1/4 AND NW1/4 SE1/4 SIXTEENTH SECTIONS DOWN
INTO 1/64 ALIQUOT PARTS USING NORMAL METHODS; OUR FULL BREAKDOWN IS SHOWN ON A SEPARATE SHEET IN THIS RECORD OF SURVEY.
WITHIN THE NE1/4 SW1/4 AND NW1/4 SE1/4 SIXTEENTH SECTIONS, COLVIN SURVEYED IN 1978 MINOR LAND PARTITION MP-78-84 AND MAJOR LAND
PARTITION NO. MJP-78-45. ALTHOUGH NOT EXPLICITLY STATED IN EITHER SURVEY, THE INTENT APPEARS TO BE THAT THE BOUNDARIES OF
BOTH PLATS FOLLOW SUBDIVISIONAL SECTION LINES AND THE RIGHT-OF-WAY OF BABA LANE (NOW HARRIS WAY). COLVIN NOTES FINDING
SEVERAL MONUMENTS WITHOUT MENTIONING THEIR ORIGIN OR RELATIONSHIP TO ANY LINES OF POSSESSION THAT MAY HAVE EXISTED AT THE
TIME; HE MAY ALSO HAVE BEEN UNCLEAR AS TO THEIR ORIGIN. THE PARENT PROPERTY OF BOTH PARTITION PLATS WAS ACQUIRED IN 1970 BY
JACK H. BARNES AND MONA G. BARNES FROM W.D. BOWERS AND BABA LEE BOWERS (VOLUME 172, PAGE 379, DEED RECORDS OF DESCHUTES
COUNTY). THIS DEED USES ALIQUOT PARTS IN THE DESCRIPTION, AND NO CONFLICT EXISTS WITH OUR CLIENT'S PROPERTY DESCRIPTION.
HOWEVER, COLVIN'S MONUMENTATION DOES NOT FOLLOW THE 1/16 AND 1/64 LINES AS RESOLVED BY OUR SURVEY, AND BOTH STICHLER AND
HICKMAN ALSO NOTED THE SAME FACT WITH THEIR SURVEYS OF ADJACENT PROPERTIES. WE THEREFORE HAVE REJECTED ALL OF COLVIN'S
SET OR REFERENCED MONUMENTATION IN THE ABOVE TWO PARTITION PLATS PURPORTING TO BE THE 1/16 OR 1/64 CORNERS OR FOLLOWING
THE LINES THEREOF, AS DID STICHLER AND HICKMAN, ALTHOUGH THESE MONUMENTS MAY STILL BE OF VALUE IN DETERMINING THE INTERIOR
DIVIDING LINES OF THE PARCELS CREATED WITH COLVIN'S PARTITION PLATS, WHICH IS OUTSIDE THE SCOPE OF THIS SURVEY.
HUNNELL ROAD WAS SURVEYED AND RESOLVED BY J.T. HAGLUND IN HIS 2021 SURVEY, WHICH USED THE CENTRAL OREGON COORDINATE
SYSTEM, AS DOES OUR SURVEY. WE USED HAGLUND'S RECORD COORDINATES AND CENTERLINE DATA TO PLOT HUNNELL ROAD ON OUR MAP.
AS A CHECK, WE COMPARED THE STATIONING OF TWO MONUMENTS TIED BY HAGLUND NORTH AND SOUTH OF THE AREA OF INTEREST WITH
OUR OWN SURVEY DATA AND CALCULATED STATIONING, THE RESULTS OF WHICH MATCHED WELL WITH EACH OTHER. WE THEN OFFSET THE
Munson & Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541) 550-7396
www.munson-assoc.com
RECORD OF SURVEY
AUGUST 3,2023
LOCATED IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4 OF SECTION 4,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
CENTERLINE OF HUNNELL ROAD THE RECORD DISTANCE OF 30 FEET EAST TO ESTABLISH THE WESTERN BOUNDARY OF THE SUBJECT
PROPERTY. THIS RESOLUTION OF HUNNELL ROAD IS SHOWN ON A SEPARATE SHEET ON THIS SURVEY, AS IS THE RESOLUTION OF HARRIS WAY
DESCRIBED BELOW.
HARRIS WAY WAS DEDICATED BY THE BOWERSES TO THE PUBLIC IN 1970 IN A ROUTE DESCRIBED IN VOLUME 172, PAGE 115 OF DEED RECORDS,
BEGINNING AT BOWERY LANE TO THE SOUTH AND MEANDERING IN A GENERAL NORTHWESTERLY DIRECTION TO HUNNELL ROAD. AS
DESCRIBED, HARRIS WAY FORMS BOTH A PORTION OF THE SOUTHWESTERLY BOUNDARY OF THE GREENLEE PROPERTY, AND THEN CROSSES
THE GREENLEE PROPERTY TO MEET HUNNELL ROAD. HOWEVER, AS THE DEDICATION OCCURRED IN 1970, THREE YEARS AFTER THE
GREENLEES ACQUIRED THEIR ORIGINAL PROPERTY IN 1967, THE DEDICATION HAS NO EFFECT OVER THAT 1967 CONVEYANCE, AND WE DO NOT
SHOW THAT PORTION ON OUR SURVEY. THE COUNTY ASSESSOR ALSO SHOWS THIS PORTION OF HARRIS WAY AS A DASHED, RATHER THAN
SOLID LINE ON HIS MAPS. MUCH LATER, THE COUNTY DID ACCEPT THE HARRIS WAY DEDICATION IN 2004, EXCEPT FOR THAT PORTION
CROSSING THE 1967 GREENLEE PROPERTY; THAT ACCEPTANCE IS RECORDED AS DOCUMENT NO.2004-41598 IN DESCHUTES COUNTY OFFICIAL
RECORDS.
THE SMALLER PORTION OF PROPERTY ACQUIRED BY THE GREENLEES FROM THE BOWERSES IN 1982 IS, HOWEVER, SUBJECT TO THE BABA
LANE DEDICATION, AND THE DEED FOR THAT PORTION STATES THAT THE CONVEYED PROPERTY LIES NORTH OF HARRIS WAY. WE RECOVERED
SEVERAL MONUMENTS ALONG THE SOUTH BOUNDARY OF HARRIS WAY AS COLVIN FOUND IN MINOR LAND PARTITION MP-78-84. WE ALSO
FOUND SEVERAL MONUMENTS ON THE NORTH SIDE OF HARRIS WAY, NOT FOUND. IN ANY RECORD, THAT CORRESPOND TO THE POINTS OF
CURVATURE AND TANGENCY IN THE RIGHT-OF-WAY. IT IS UNCLEAR WHO SET THESE MONUMENTS, BUT IT WAS CERTAINLY A LAND SURVEYOR.
TENNESON ENGINEERING SURVEYED ROCK O' THE RANGE HOMESITES TO THE SOUTH FOR THE BOWERSES, AND EDGAR GRAVES NOTES IN HIS
1978 SURVEY TO THE NORTH THAT HE CORRECTED THE MONUMENTS SET BY TENNESON IN 1975, ANOTHER SURVEY OF WHICH WE HAVE NO
RECORD OF. WE ALSO HAVE IN OUR POSSESSION A TRANSMITTAL LETTER FROM TENNESON ENGINEERING TO BOB GREENLEE DATED JULY 12,
1967, IN WHICH TENNESON STATES THEY HAVE ENCLOSED A "BLUE LINE PRINT OF ROCK O' THE RANGE HOMESITES WITH THE ADDITION OF THE
SURVEY OF BABA LANE" AND A "CURVE DATA SHEET FOR BABA LANE", BOTH OF WHICH NOW APPEAR TO BE LOST. WE FIND IT LIKELY GIVEN
THE ABOVE THAT TENNESON ENGINEERING SURVEYED AND MONUMENTED BABA LANE AT SOME POINT, ALTHOUGH IT REMAINS POSSIBLE THAT
ANOTHER PARTY DID SO.
REGARDLESS, THE EXISTING SURVEY MONUMENTATION ALONG BABA LANE APPEARS TO HAVE BEEN RELIED UPON BY BOTH ADJACENT
PROPERTY OWNERS WITH RESPECT TO THEIR DEEDS, AS WELL AS COLVIN'S PARTITIONS. WE HELD UNDISTURBED MONUMENT #20 ON OUR
MAP AS THE POINT OF TANGENCY, AND HELD COLVIN'S MONUMENT (#24) BETWEEN TRACTS #2 AND #3 OF MINOR LAND PARTITION MP-78-84 AT
RECORD RIGHT-OF-WAY WIDTH TO ESTABLISH THE NORTH TANGENT BEARING. A BENT MONUMENT (#19) WAS FOUND IN CLOSE PROXIMITY TO
THIS TANGENT LINE, CONFIRMING OUR RESOLUTION, AND WE HELD THIS MONUMENT FOR EASTING. MONUMENT #25 IS OF UNKNOWN ORIGIN
AND WELL EASTERLY OF OUR CALCULATED POSITION, BUT IT MATCHES THE RIGHT-OF-WAY WIDTH ALMOST EXACTLY. WORKING BACK FROM
OUR CALCULATED POINT OF TANGENCY AT POINT #21, WE EXTENDED A TANGENT CURVE OF RECORD RADIUS WHICH MATCHED A MONUMENT
FOUND AT THE POINT OF CURVATURE SOUTH (#22). WE THEN OFFSET THAT CURVE 60 FEET NORTHEASTERLY.
AS SEVERAL MONUMENTS ARE MISSING OR BADLY DAMAGED IN THE MIDDLE OF HARRIS WAY RIGHT-OF-WAY ADJACENT THE SUBJECT
PROPERTY, WE MOVED AHEAD TO MONUMENT #28, WHICH WE HELD FOR THE POINT OF CURVATURE. WE THEN STRUCK A BACK TANGENT
FROM THE MONUMENT, HOLDING RECORD WIDTH FROM MONUMENT #26 IN ORDER TO ESTABLISH THE TANGENT BEARING. AS THE OVERALL
LENGTH BETWEEN MONUMENTS #28 AND #19 IS SLIGHTLY SHORT, WE PROPORTIONED THIS DISTANCE ALONG THE TANGENT AND CURVE,
HOLDING RECORD RADIUS FOR THE CURVE. MOVING FORWARD FROM MONUMENT #28 AGAIN, WE PROJECTED A TANGENT CURVE OF RECORD
RADIUS, THE LINE OF WHICH ON THE SOUTHERLY SIDE OF THE RIGHT-OF-WAY MATCHED THE MONUMENT #30. HARRIS WAY IS TRUNCATED ON
OUR MAP WHERE IT MEETS THE 1967 GREENLEE PROPERTY.
THE EXTERIOR LINES AND CORNERS OF THE SUBJECT PROPERTY THUS REESTABLISHED, WE SET A NEW MONUMENTS AT ALL RELEVANT
CORNERS WHERE NONE PREVIOUSLY EXISTED. A CONCISE BOUNDARY MAP OF THE SUBJECT PROPERTY THAT EXCLUDES THE SECTIONAL
BREAKDOWN AND RIGHT-OF-WAY RESOLUTIONS IS SHOWN ON THE FIRST PAGE OF THIS SURVEY. HARRIS WAY, WHICH IS A PAVED ROAD FROM
BOWERY LANE, CHANGES TO GRAVEL APPROXIMATELY AT THE BOUNDARY OF THE 1967 GREENLEE PROPERTY AND CONTINUES WESTERLY TO
ITS TERMINUS AT HUNNELL ROAD. FENCES AND OTHER POTENTIAL LINES OF POSSESSION ALONG THE EXTERIOR PROPERTY BOUNDARIES
WERE NOT EXAMINED IN DETAIL, BUT APPEAR TO ENCROACH ON OUR RESOLVED PROPERTY LINES AT MONUMENTS #30 AND #31. OUR CLIENT
WAS ADVISED OF POTENTIAL UNWRITTEN RIGHTS REGARDING THE ABOVE CIRCUMSTANCES BY THIS SURVEY. NO OTHER UNUSUAL
CONDITIONS WERE ENCOUNTERED.
1;�'3/202_3
REGISTERED
PROFESSIONAL
..LAND SURVHY R
OREGON
MARCH 11, 2014
CHRISTOPHER R. MUNSON
80548PLS
RENEWS: 12/31 /2024
W.O. # 23-004 PLATE THREE OF FIVE
CS 21135
Bye
W1 /4
1309.39' (C), 1309.33' (R4), 1309.28' (R6)
=�
1
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0 100' 200' 400'
SCALE: 1 " = 200'
M&M
Munson &Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541) 550-7396
www.munson-assoc.com
BASIS OF BEARINGS
S89059'12"E 2618.78' (M)
S89055'07"E 2618.66' (R4)
S89059'25"E 2618.56' (R6)
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10
RECORD OF SURVEY
AUGUST 3, 2023
LOCATED IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4 OF SECTION 4,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, �
DESCHUTES COUNTY, OREGON -
S89.5VE (R10)
IV 1309.39' (C), 1309.33' (R4), 1309.28' (R6), 1320.32' (R10)
326.05' (C) -i 654.69' (C), 654.66' (R4)
327.33' (R4) 5
654.69' (C), 654.66' (114)
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654.23' (C)
S89059'45"E 1308.47' (C)
653.77' (C)
30
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1277.54' (M), 1277.81' (136,1318)
N89059'43"E 1307.54' (C)
N89059'40"E 1307.81' (R6,R18)
N89052'30" 1319.25' (R10)
654.23' (C)
SECTIONAL BREAKDOWN
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S89 5512E 1319.74 (R11)
•
S89059'20"E (M) ; S89°59'57"E (M), S89055'12"E (R12,R13,R14)
659.14' (M), 659.91' (R4) 7 659.88' (M,R12,R13,R14), 659.92' (R4)
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S89059'04"E 1318.74' (M)
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9 N89052'30"W 1316.57' (R10)
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REGISTERED
PROFESSIONAL
.-,LAND SURVEYOR
OFIEGON
MARCH 11, 2014
CHRIST PHER R. MUNSON
80548PLS
RENEWS: 12/31/2024
W.O. # 23-004 PLATE FOUR OF FIVE
CS 21135
DESCHUTES COUNTY SURVEYOR
Fl�,Ep o o z3 gy. Col I' AS
101 +97.31 (C, R 17)
4 265.31' RT (C), 265.36' RT (R17)
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N 412,504.27 z
E 3,295,936.00
NO°39' 15"W (C) '
N00039'14"W (R17)
401.94' (C,R17)
NO039'15"W (M)
N0039'14"W (R17)
P.T. 69+00.95
212.03' (M)
C15
P.C. 68+33.13'
HUNNELL ROAD
(60' PUBLIC RIGHT-OF-WAY)
N 1 025'53"W (C)
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NO 025'52"W (R17)
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373.35' (C,R17)
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P.T. 64+59.78 I
S89059'45"E 20.49' (M)
14,
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P.C.62+80.23
,
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N3°42'45"E
129.15' (C,R17)
P.T. 61+51.08
N3042'45"E 129.15' (M,R17)
C9�
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P.C. 60+32.50 U
NO°18'56"E
140.65' (C, R 17) NO018'56"E 140.65' (M, R 17)
P.T.58+91.85
C8
P.C. 58+01.46 �j N2016'26"W (M,R17)
12.57' (M)
N2016'26"W
120.71' (C,R17) � \-E57+88.35,43.52'RT(R17)
57+88.34, 43.55' RT (C)
P.T. 56+80.74
N 410,882.85
E 3,295,940.60
30.00'
30.00'
I&IN
Munson & Associates
civil engineers I land surveyors
845 NORTHEAST 11TH STREET
BEND, OREGON 97701
(541) 550-7396
www.munson-assoc.com
33
C13-
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0 100' 200' 400'
SCALE: 1 " = 200'
10\0 Noi
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S86005'3�61'E 443ton.99' ol (M) C6268.78
L3
29 C12 4.65'�
26 25
271 19S
20
7°09'05"E 502.70' (M)
07' CS 87
fj
24
HARRIS WAY
(60' PUBLIC RIGHT-OF-WAY)
:21yC11 O
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•
22 1
23
L1
RECORD OF SURVEY
AUGUST 3,2023
LOCATED IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4 OF SECTION 4,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
LINE TABLE
LINE
BEARING
DISTANCE
L1 (C)
S15049'45"E
--
L1 (D1)
N15°49'52"W
--
L2 (C)
N87009'05"W
502.70'
L2 (D1)
N8701 O'37"W
502.73'
L3 (C)
S86005'36"E
443.99'
L3 (D1)
N86006'07"W
444.29'
L4 (C)
N2050'55"E
60.00'
L5 (C)
N2050'55"E
59.98'
L6 (M)
N3050'56"E
59.98'
L7 (C)
N13009'10"E
30.00'
L8 (C)
N3054'24"E
60.00'
L9 (C)
N2050'55"E
60.00'
HUNNELL ROAD/HARRIS WAY RESOLUTIONS
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C1 (M)
89.03'
1970.00'
2035'22"
S0058'45"E 89.03'
C1 (R17)
89.04'
1970.00'
2035'22"
N0058'45"W 89.03'
C2 (M,R17)
116.80'
1970.00'
3023-49"
S2°00'51 "W 116.78'
C3 (M)
182.25'
2030.00'
5008'38"
N1008'26"E 182.19'
C3 (R17)
182.25'
2030.00'
5°08'38"
N1°08'26"E 182.18'
C4 (M)
67.42'
4970.00'
0046'38"
S1 °02'34"E 67.42'
C4 (1317)
67.42'
4970.00'
0046'38"
N 1 °02'33"W 67.42'
C5 (M)
181.06'
230.00'
45006'15"
N64035'58"W 176.42'
C6 (M)
106.87'
5699.58'
1 °04'27"
S86030'25"E 106.87'
C7 (M)
82.93'
595.00'
7059'09"
S82006'01 "E 82.86'
C8 (C,R17)
90.39'
2000.00'
2035'22"
S0058'45"E 90.38'
C9 (C,R17)
118.58'
2000.00'
3023-49"
S2°00'51 "W 118.56'
C10 (C)
179.56'
2000.00'
5008'38"
N1 °08'26"E 179.50'
C10 (R17)
179.55'
2000.00'
5008'38"
N1 °08'26"E 179.49'
C11 (C)
248.96'
200.00'
71 °19'20"
N51 °29'25"W 233.20'
C1 1 (D1)
249.04'
200.00'
--
N51 °30' 14"W 233.26'
C12 (C)
107.42'
5729.58'
1 °04'27"
S86030'27"E 107.42'
C12 (D1)
107.50'
5729.58'
--
N86038'22"W 107.50'
C13 (C)
101.73'
625.00'
9019'34"
S81 °25'49"E 101.62'
C13 (D1)
--
625.00'
--
--
C14 (C)
211.62'
170.00'
71 °19'20"
N51 °29'25"W 198.22'
C14 (137)
211.69'
170.00'
71 °20'45"
S51 °30'15"W 198.27'
C15 (C)
67.83'
5000.00'
0046'38"
S1 °02'34"E 67.82'
C15 (R17)
67.82'
5000.00'
0046'38"
N1 002'33"W 67.82'
g "Dz'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 11, 2014
CHRIST PHER R. MUNSON
80548PLS
RENEWS: 12/31/2024
W.O. # 23-004 PLATE FIVE OF FIVE
21135