HomeMy WebLinkAboutSurvey 21625LOTS PROPERTY LINE ADJUSTMENT BETWEEN
BLOCK 10
ORIGINAL LOTS 4 & 5, BLOCK 10, PINEBROOK PHASE III
17,859 SQ.FT. = SITUATED IN THE NE1/4 SEC. 18 T.18 S.
0.41 ACRE PER ASSESSOR , R. 12 E ., W.M.
PREVIOUS DEED.
CITY OF BEND, DESCHUTES COUNTY, OREGON
( INSTRUMENT 2008-39606) PLPLAM20250171
PROPERTY AFTER PLA N 89059'23" E 321.43' (M)
16,681 SQ.FT. = 0.383 ACRE (EAST 321.53')
(INSTRUMENT 2025-23145) {N 89-58'42"E 121.48'}
N 89058'36" E 139.92' (M) S 89058'36" W 9.60'(M) BASIS OF BEARING
(EAST 140.00') N 90000'00" E 181.52' (M)
1 IN 89058-42"E 139.981 (EAST 181.53')
IN 89"58'42"E 181.50')
3
N 89058'36" E 130.32'(M)
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ADJUSTED PROPERTY LINE->C\l Q N
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BLOCK 10
ORIGINAL
20,739 SQ.FT. = 0.476 ACRE
�•<5 6N6 4•1l N 57°57'13" E 11.83 (M)
Cl �y�o5 ,1��3�6 6� 6��a� 69 `�� PREVIOUS DEED
8 CAA 9 �y,��y000y3� '��69'`�l (INSTRUMENT 98-11444)
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�y PROPERTY AFTER PLA
cr'. `JC� yo�G ` 21,927 SQ.FT = 0.503 ACRE
Q (INSTRUMENT 2025-23145)
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LEGEND
• FOUND BOUNDARY MONUMENT OF RECORD
SET AN ORANGE PLASTIC CAP MARKED WITH PLS 2253
ATOP A #5 REBAR
---0--- PROPERTY LINE TO CHANGE
(M) MEASURED
(XXXX) CS 08908 BY M. TYE 1977
{XXXX) CS 08910, BY G. DEJARNATT 1989
X CALCULATED COORDINATE FOR CORNER. NOTHING SET.
FRESHWATERS SURVEYING LLC
SCOTT C. FRESHWATERS PLS
P.O. BOX 4524
SUNRIVER, OREGON 97707
541-593-1792
OCTOBER 6, 2025
CLIENTS: CHUCK & MARLENE BROWN
REGISTERED
PROFESSIONAL
LAND SURVEYOR
c
COTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2025
W
NARRATIVE
N
E
THE PURPOSE OF THIS SURVEY IS TO SHOW THE EXISTING BOUNDARY LINES AROUND S
LOTS 4 & 5 AND THE ADJUSTED PROPERTY LINE AS SHOWN FROM THE NORTH LINE (CORNER #2) 0 30'
SOUTH TO THE INTERSECTION WITH THE LINE BETWEEN CORNERS 6 AND 9 (CORNER #5).
AN EXISTING BOARD FENCE IS ALONG A PORTION OF THIS LINE. 1 6JW6�
THE NEW BOUNDARY IS TO PARALLEL THE EXISTING BOUNDARY BETWEEN THE LOTS, AND SCALE 1 1N = 30 FT
BEGINS AND ENDS ON THE INTERSECTING LOT LINES. NEW LOT CORNER
POINTS WERE MONUMENTED AT THE ENDPOINTS OF THE NEW LINE.
POINT #2 IS ON THE LINE BETWEEN FOUND CORNERS #1 AND #3.
POINT #5 IS ON THE LINE BETWEEN FOUND CORNERS #6 AND #9.
THE INTENT WAS TO PLACE THE NEW PROPERTY LINE SIX INCHES EAST OF THE EXISTING FENCE LINE
WHICH RUNS 50 FEET SOUTH FROM THE NORTH PROPERTY LINE,THEN ANGLES SE TO THE HOUSE.
NOTE: THERE WAS ATRANSPOSITION ERROR FOUND ON THE ORIGINAL SUBDIVISION PLAT BETWEEN POINTS #7 & #4.
THE ORIGINAL PLAT SHOWS A DISTANCE OF 131.11 FEET, WHEREAS THE MEASURED DISTANCE WAS 113.10 FEET.
BASIS OF BEARING - THE LINE BETWEEN CORNERS #3 & #4, EAST, PER CS 08908.
ALL OTHER LINES SHOWN WERE ESTABLISHED BY HOLDING FOUND OR CALCULATED POSITIONS.
SURVEY REFERENCES
C.S. INDICATES THE COUNTY SURVEY NUMBER. ALL SURVEYS CITED ARE FOUND IN THE DESCHUTES
COUNTY SURVEYORS OFFICE IN BEND, OREGON.
C.S. 08908 IS PINEBROOK SUBDIVISION PHASE III BY MICHAEL TYE, PLS 1046, FILED MAY 31, 1977.
THE LOTS IN THE SUBDIVISION WERE OF VARIOUS SIZE AND SHAPE. THERE IS A 30 FT. WIDE COMMON AREAALONG
THE NORTH BOUNDARY OF THE LOT LINES AND ON THE WEST SIDE OF LOT 5.
REBAR OF BOTH, 5/8" AND 1/2" DIA. WERE SET FOR LOT CORNERS. ADDITIONAL REBAR OF VARIOUS SIZES HAVE SINCE
BEEN SET IN VARIOUS POSITIONS, SOME BY PERSONS UNKNOWN.
C.S. 08910 IS A RETRACEMENT OF LOT 5, BLOCK TEN, OF PINEBROOK PHASE III, BY GARY DEJARNATT, PLS 22081
FILED JAN.20, 1989, DURING WHICH HE SETA NAIL THROUGH A WASHER FOR THE NW CORNER OF LOT 4 (#3) AND
SET A REBAR WITH A PLASTIC CAP FOR THE MOST SOUTHERLY CORNER OF SAID LOT. (#9).
NOTE: THERE IS A STRONG PROBABILITY THAT THE SW CORNER REBAR OF LOT 5 (#8), HAS BEEN MOVED SINCE LAST
SURVEYED IN 1989. MEASUREMENTS TO IT FROM BOTH THE NW CORNER (#1) AND THE NEW REBAR SET BY DEJARNATT (#9),
SHOW IT TO BE APPROXIMATELY 3 FT SOUTH AND WEST OF THE RECORD POSITION. A DILIGENT SEARCH WAS MADE FOR
ANY OTHER NEARBY REBAR BUT NONE WAS FOUND. THE CURRENT POSITION DOES NOT AFFECT ANY
OTHER PROPERTY OWNER AS IT BORDERS A COMMON AREA, WHERE SNOW IS OFTEN PLOWED OUT OF THE ROADWAY.
FOR THESE REASONS, I OPTED TO NOT ACCEPT IT OR SET A NEW MONUMENT WHICH COULD ADD CONFUSION BUT
INSTEAD COMPUTED A COORDINATE FOR THE CORNER POSITION WHICH IS USED TO DELINEATE THE PROPERTY LINES
AND COMPUTE ACREAGE.
CORNER DESCRIPTIONS
1. FND 1/2" DIA. REBAR RISING 2",SET PER CS 08908, NOTED ON CS 08910.
FENCE POST 2" SOUTH.
2. SET 2" UP IN A SMALL RING OF CONCRETE.
3. FND. NAIL THROUGH 1" DIA. BRASS WASHER IN ROCK OUTCROP PER CS 08910.
FENCE CORNER 10.3' WEST AND SOUTH. BOARD FENCE BEARS NORTH 3 FT..
4. FND 5/8" DIA. REBAR, RISING 4" IN MOUND OF ROCK PER CS 08908 AND CS 08910.
5. SET 2" UP IN A SMALL RING OF CONCRETE.
6. FND 5/8" REBAR WITH PLASTIC CAP BURIED 6" BELOW SURFACE. PER CS 08908 & CS 08910.
A 5/8 DIA. REBAR SET BY PERSONS UNKNOWN BEARS WEST 5.0 FT.
7. FND 5/8" DIA BENT OVER REBAR AT BASE AND ON WEST SIDE OF FENCE POST. PER CS 08908. FENCE POST 2" SOUTH.
8. COORDINATE POSITION FOR CORNER POINT PER DEJARNATT SURVEY CS08910. FND 5/8" REBAR BURIED 6" BELOW
SURFACE S.36002'09" W., 2.78 FT. SEE NARRATIVE.
A PK NAIL IN PAVEMENT 5 FT. SE.OF THE REBAR.
9. FND 5/8" DIA. REBAR WITH PLASTIC CAP MKD DEJARNATT LS 2208 PER CS 08910
10. FND 5/8" DIA REBAR PER CS 08908.
501. CALCULATED POINT FOR POINT OF REVERSE CURVE. NOTHING FOUND OR SET.
CURVE TABLE
CURVE
DELTA RADIUS
ARC BEARING HORIZ DIST
Cl
85021'21"
45.00'
67.05
S80002'22"E 61.01'
C2
21 °10'01"
45.00
16.62'
S26046'42"E 16.44'
C3
30050"26"
45.00'
24.22'
S32023'38"E 23.93'
C 1 A
81 °21'50"
45.00'
67.05
61.01' DATA PER CS08908
C 1 B
85019'31 "
67.01'
61.00' DATA PER CS08910
C2A
21 °03'00"
45.00
16.53'
16.44' DATA PER CS08908
C3A
30026"31"
45.00'
23.91'
23.63' DATA PER CS08908
DESCHUTES COUNTY SURVEYOR
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CS 21s25-