HomeMy WebLinkAboutSurvey 20758SCALE: 1 "=400'
28 27
"o' T33 34 2650.80'
2650.80' (R3)
2651.62' (R5)
FOUND 3-1/4" ALUMINUM
CAP PER OCRR 964
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W 1 /4 CORNER, FOUND 3"
BRASS CAP PER OCRR 1064,
SEE DETAIL
S89'38'15"E 2646.43' (R3)
N89'49'29"E 2645.92' (R1)
N89'49'31 "E 2645.74'
33 34 1322.87' T
1322.96' (R1)
1323.21' (R3)
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S89'53'04"W 1321.65'
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SET WITNESS t 4.79 AC BEFORE
CORNER 8.15 AC AFTER
SEE SHEET 2 FOR
33 34 684.61' DETAILS
SECTION CORNER 1320.42'
853.50' 466.92'
FOUND 3" BRASS CAP
4 3 467.00' (R1,D1,D2)
PER OCRR 1080 1320.42' (R1)
SEE SW SECTION
N89'55'42"E 5302.29' (R5)
S89'45'17"E 5301-59' (R3)
N89'42'24"E 5301.60'
27
34
N 1 /4 CORNER
3" BRASS CAP PER
OCRR 1575 NOT I
FOUND,
CALCULATED POSITION,
SEE DETAIL
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1322.87'
1322.96' (R1)
1C 1 /4 SECTION 34
323.22' {R3)
CALCULATED POSITION
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S89'53'04"W 1321.65
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N89'53'02"E 1321.69' (R1)
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S89'34'45"E 1322.11' (R3)
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20.00' RIGHT OF WAY PER
CROOK COUNTY COMMISIONERS
JOURNAL 4, PAGE 439
CORNER DETAIL 1321-02' (R3) S89'56'37"W 2640.85'
N89'56'36"E 2640.84' (R1)
S89'31'16"E 2642.04' (R3)
N89'56'46"E 2639.15' (R6)
1320.42'
1320.42' (R1)
1321.02' (R3)
O 00
Z z z
S 1 /4 SECTION 34
CALCULATED POSITION, FOUND 3-1/4"
ALUMINUM CAP PER OCRR 1608, NOT
HELD, SEE S 1 /4 CORNER DETAIL
BEAR CREEK ROAD
S89'56'37"W 5281.70'
N89'56'36"E 5281.68' (R1)
N89'56'46"E 5278.30' (R6)
T. 17 S., R. 13 E.
27 26
2650.80' 34 35
2650.80' (R3)
2651.67' (R5)
FOUND 3" ALUMINUM I
CAP PER OCRR 1574
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S89'38'15"E 2659.69' (R3)
N89'49'29"E 2659.95' (R1)
N89'49'31 "E 2660.11'
T. 18 S., R. 13 E. S89'56'37"W 2640.85"
N89'56'36"E 2640.84' (R1)
N89'32'04"W 2639.97' (R4)
N89'56'46"E 2639.15' (R6)
34 35
FOUND 3" BRASS
CAP PER OCRR 1115,
SEE DETAIL
t-1 ,
m
N
`STOLE
FOUND 5/8" IRON
ROD, NO CAP PER
(R6)
34 35
3 2
PROPERTY LINE ADJUSTMENT
DESCHUTES COUNTY FILE
NO. 247-20-000514-LL
LOCATED IN THE SW 1 /4 SW 1 /4 OF
SECTION 34, TOWNSHIP 17 SOUTH, RANGE 13
EAST, W.M., DESCHUTES COUNTY, OREGON
NEW DEED REFERENCES FOR
PROPERTY LINE ADJUSTMENT
NEW DEED FOR PROPERTY LINE ADJUSTMENT
247-20-000514-LL HAS BEEN RECORDED FEBRUARY
9, 2022, IN BOOK 2022, PAGE 05771, DESCHUTES
COUNTY OFFICIAL RECORDS
LEGEND
• MONUMENT FOUND AS NOTED
FOUND 5/8" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "HWA" PER (R1)
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
(R1) SURVEY BY DAVID WILLIAMS, PLS 2686,
FILED 3-6-2009, CS17942
(R2) MINOR LAND PARTITION, MP-89-43 BY MICHAEL
TYE, PLS 1046, FILED 12-18-1989, CS03306
(R3) SURVEY BY RUSSELL KARL, PLS 2257, FILED
12-18-2000, CS14309
(R4) SURVEY BY JAMES PERRY, PLS 2407, FILED
7-16-2016, CS19137
(R5) SURVEY BY JEAN HAWTHORNE, PLS 454, FILED
2-21-1968, CS03303
(R6) SURVEY BY RICHARD HANKINS, PLS 687, FILED
9-26-1969, CSO4212
(D1) WARRANTY DEED RECORDED 5-6-2015, IN
BOOK 2015, PAGE 16730, DESCHUTES COUNTY
OFFICIAL RECORDS
(D2) WARRANTY DEED RECORDED 10-16-2008, IN
BOOK 2008, PAGE 42184, DESCHUTES COUNTY
OFFICIAL RECORDS
RENEWS: 12/31 /23
MCI
ti4
cw
N50-W 54.99' (OCRR 1064)
I
E 1/4 CORNER
S51'19'32"E 55.10'
cES Co' FOUND 3" BRASS
FOUND 20"
T171 R13E CAP PER OCRR
/4 1064
JUNIPER
BEARING TREE
o .c
33134
�,
`. ��`•
I 1991
L LS 1081
F F
_
Y° R S °
FOUND 5/8" IRON ROD WITH
YELLOW PLASTIC CAP STAMPED
"SCE&S", BENT, SHOT AT SPIN-�---
POINT PER (R2)
'
"" �
FOUND 12"
;
S88'23'08"E 12.03'
JUNIPER
BEARING TREE
WEST 12.03' (OCRR 1064)
N85'06'39"W 41.40'
S89'54'47"W 12.00' (R2)
S84'E 42.24' (OCRR 1064)
FOUND BEARING
I N37'59'16"E 41.74'
TREE, 3-20"
S40-W 42.22' (OCRR 1064)
JUNIPERS
W 1 /4 CORNER DETAIL
I
SCALE: 1 "=50'
Q
0
C�
LLJ
z I TRACT "A's SET
Z o WITNESS
W o CORNER
m z 30.00'
—
S89'56'37"W S89'56'37"W
N00'07'50 20.00' RIGHT OF WAY
20.00'� BEAR CREEK PER CROOK COUNTY
COMMISIONERS
ROAD JOURNAL 4, PAGE 439
33 34
. . — ' ' — ' ' — ' ' j ' * — '
4 3 S89'56'37"W
SECTION CORNER
FOUND 3" BRASS
CAP PER OCRR 1080
SW SECTION CORNER DETAIL
SCALE: 1 "=50'
w 1.00' EAST AND 0.23' NORTH
d I OF CALCULATED POSITION (R1)
�- N71'29'44"E 1.04'
a.
z FOUND 3-1/4" ALUMINUM
CAP PER OCRR 1608,
34 NOT HELD
S89'56'37"W 3 S89'56'37"W -
S 1/4
CALCULATED
POSITION
S 1 /4 CORNER DETAIL
SCALE: 1 "= 2'
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINES BETWEEN TRACTS "A"
AND "B" AS SHOWN. THE PROPERTIES ARE DESCRIBED IN BOOK 2008, PAGE 42184, (D2,
TRACT "A") AND BOOK 2015, PAGE 16730, (D1,TRACT "B") DESCHUTES COUNTY OFFICIAL
RECORDS.
WE DID A SECTIONAL BREAKDOWN OF SECTION 34 PER FOUND MONUMENTS AS SHOWN.
WE DID NOT FIND THE BRASS CAP PER OCRR 1575 AT THE NORTH ONE —QUARTER. THIS
POSITION WAS HELD AT THE MIDPOINT BETWEEN THE FOUND 3-1/4 INCH ALUMINUM CAP
PER OCRR 964 AT THE NORTHWEST CORNER OF THE SECTION AND THE 3 INCH ALUMINUM
CAP AT THE NORTHEAST CORNER OF THE SECTION. THE CALCULATED POSITION FIT WELL
WITH 2 BEARING TREES LOCATED AS SHOWN IN THE N 1/4 CORNER DETAIL. THE SOUTH
ONE —QUARTER CORNER OF SECTION 34 WAS CALCULATED AT THE MIDPOINT BETWEEN THE
FOUND 3 INCH BRASS CAP AT THE SOUTHWEST CORNER OF THE SECTION AND THE
FOUND 5/8 INCH IRON ROD AT THE SOUTHEAST CORNER OF THE SECTION. NEAR THE
SOUTH ONE —QUARTER CORNER WE FOUND A 3-1/2 INCH ALUMINUM CAP PER OCRR 1608
WHICH WAS NOT HELD. WE HELD THIS CALCULATED POSITION AS WELL AS DID THE
SURVEY BY DAVID WILLIAMS (R1). WE LOCATED A FEW BEARING TREES AT THE NORTH
ONE —QUARTER, WEST AND EAST
ONE —QUARTERS TO CHECK WITH RECORD. NO OTHER REFERENCE MONUMENTS WERE
FOUND OR SET.
WE FOUND NO RECORD OF BENNETT ROAD EVER BEING DEDICATED TO THE PUBLIC, IT IS
A LONG ESTABLISHED ROAD USED BY THE PUBLIC AND MOST LIKELY WOULD MEET THE
CRITERIA OF A PRESCRIPTIVE USE.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE
STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON
HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED
COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
TRACT $$A"
NEW LOT LINE '
— — S89 56'51 "W 605.67'
I
o o-)
06
' 001-
OLD LOT LINE
S89'56'51 "W 466.80'
z) S89'56'36"W 467.00' (R1)
467-00' (D1,D2)
o�
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Lo
w (.e O
z co
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n -4- TRACT B
,. I ' �
w cv� o ` 4.79 AC BEFORE o
z oI o L,.j 8.15 AC AFTER
ocl) o a1 d-
cflo
a
00
i
i 20.00' RIGHT OF WAY PER
CROOK COUNTY COMMISSIONERS
I JOURNAL 4, PAGE 439
20.00' (R1) 20.00' (R1)
N89'56'37"E 2000' S89'56'36"W 467.00' (R1) 20.00'
138.91' .N89'56'37"E 466.92'
o00
0
0
O a
V
z
BEAR CREEK ROAD
S89'56'37"W —/ SECTION LINE
CALCULATED
W 1/16TH CORNER
PROPERTY LINE ADJUSTMENT
DESCHUTES COUNTY FILE NO. 247— 20— 000514— LL
LOCATED IN THE SW 1/4 SW 1/4 OF SECTION 34,
TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
N 1/4 CORNER
3" BRASS CAP PER OCRR
1575 NOT FOUND,
I� CALCULATED POSITION
N89'42'24"E 27 N89'4224"E
34
N46'10'54"E 58.11' --' J
S47'W 58.3' (OCRR 1575)
�I� o
�( o
z'
FOUND NAIL IN--/
BEARING TREE I
24" JUNIPER STUMP
N 1 /4 CORNER DETAIL I
SCALE: 1 "=50'
S50'32'45"E 68.47'
S55-E 68.5' (OCRR 1575)
FOUND NAIL IN
30" JUNIPER
BEARING TREE
I
E 1/4 CORNER
4
( o
cli
FOUND 3"
o
FOUND NAIL &
BRASS CAP PER
�'�J ES Co
00
WASHER IN 14"
OCRR 1115
clCJT17S R13Eti
V)
JUNIPER BEARING TREE
4,
4 1/4
LA 34i35 W
,
LS991 1081 ��
elk
,.'--N31'07'51 "E 46.09'
''oRg ° >'
N40-E 46.98 (OCRR 1115)
N89'49'31 "E
�\
S44'47'57"E 41.50'
\\1 S38-E 41.67' (OCRR 1115)
3::
FOUND NAIL &
WASHER IN 12"
Q,
JUNIPER BEARING TREE
. r7
E 1 /4 CORNER
DETAIL
.Q
U)
SCALE: 1 =50
TRACT "B" DETAIL
SCALE: 1"=100' [[):ESCHUTESCOUNTY SUS" i
liFIEDz Z z zbz.ZVEYOR
.- co I I ko
RENEWS: 12/31 /23
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