HomeMy WebLinkAboutSurvey 20668BOUNDARY
(S89'32'38"E 2640.40')(2,3)
(S89'35'16.0"E 2640.216')(1)
31 32 108 8 S'32'18"E 2640.41'
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1320.21' NW UPAS AVENUE
1320.21' 115S 588.17' _ - i5'_ 0 _658.83'_ _
To.1' 43.21' WC V.51 'y T
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TAX LOT
15130500-00500
CENTERUNE COID BOOK 301 PAGE 410
7.9'
TAX LOT
15130500-00700
BOOK 422
PAGE 2076
DCOR
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(1317.458')(1)
1317.45' 2.9' -
N1/16 NW1/1
RECORD OF SURVEY
32 10o) FOR TE AMO DESPACIO
5 LOCATED IN THE NORTHWEST QUARTER (NW1/4) OF SECTION 5,
30.00' ' TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
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o NOVEMBER 2021
"C` LATERAL \ L3 DCOR co
L4 LEGEND:
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S29' 19'08"E
22.68'
L2
S23'40'34"E
187.40'
L3
S39'43'57"E
16.78'
L4
S1522'24"E
16.87'
L5
S30' 1837"E
99.65'
L6
S42'34'41 "E
72.34'
L7
S52'28'58"E
123.06'
L8
S41'21'09"E
86.94'
L9
S8'33'08"E
101.44'
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PARCEL 2
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(S89'42'16"E 2635.00')(2,3)
(N89'44'47.9"W 2634.913')(1)
S89041'35"E 2635.11'
30'
17.72' 30'
\ \ N58'31'37"E 91.72' 60'
�6 CENTERLINE COID-----------
\ "C-11" LATERAL .
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TAX LOT 15130500-00600 \ I
INST. NO. 2016-054085 1 r S11'S3'35"E
r r 220 52' X
LINE TABLE
LINE #
BEARING
DISTANCE
L10
S18'05'02"E
142.10'
L11
S11'1554"E
44.31'
L12
S26021'44"E
81.29'
L13
S23' 18' 10"E
103.33'
L14
S19'33'23"E
56.18'
L15
S30' 15'43"E
108.92'
L16
S89'41'35"E
43.55'
L17
SO'40' 15"W
64.98'
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L17
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1287.55' in ,'/ v
NW SPRUCE AVENUE 1239.34' S89-41-35"E (S89'42'16"E)(7,8) 1368.42' C-N1 /16
( 1 /2" IRON PIPE SFNF
677.73' 101 609.81' L16 / I REINSTALLED PER THIS SURVEY
9' 758.62b (611.20')(2,3) CENTERLINE "C" LATERAL TERMINATES
756.92 (3) co TO SIDELINE }- N89'41'35"W 4.76' FROM SET
756.95'(8)
Q MONUMENT AT SE CORNER
PARCEL 1
INST. NO.2020-05966
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68.54'
703.03'(8)
703.15'
634.61' 104
106 105 S89'53'13"E 1383.69'
PARCEL 1 C-W1/16 (N89'56'22.8"W)(1)
PARCEL 2 (N89053'57"W)(2,3,4,7,8)
N(a. 29965-25
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PARCEL 1 M of N
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INST. NO.2018-45756 rn N I rn
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Sri uv
650.530
DCSR
DCOR
COID
OCRR
SFNF
INST. NO.
II 200' 0 100' 200' 400'
SCALE: 1" = 200'
II
S&F LAND SERVICES MAKES NO
30, WARRANTIES AS TO MATTERS OF
30' UNWRITTEN TITLE SUCH AS
60' ACQUIESCENCE, ESTOPPEL, ADVERSE
I POSSESSION, ETC.
30.00'
Cl/4
CENTERLINE COID CANAL RIGHT-OF-WAY
COLD EASEMENT SIDELINE
SIXTEENTH SECTION LINE
ROADWAY RIGHT OF WAY
SUBJECT PROPERTY
PROPERTY LINE
EXISTING FENCE LINE
FOUND SECTION CORNER
SEE FOUND MONUMENTS TABLE
FOUND QUARTER CORNER
SEE FOUND MONUMENTS TABLE
FOUND MONUMENT- SEE FOUND
MONUMENTS TABLE
FOUND MONUMENT- 2-1/2" BRASS
CAP, SEE FOUND MONUMENTS TABLE
SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "S&F LAND SERVICES"
SET WITNESS CORNER, 5/8" IRON ROD
WITH YELLOW PLASTIC CAP STAMPED
"S&F LAND SERVICES WC"
SET 5/8" IRON ROD WITH 2" ALUMINUM CAP
STAMPED "S&F LAND SERVICES"
DESCHUTES COUNTY SURVEY RECORDS
DESCHUTES COUNTY OFFICIAL RECORDS
CENTRAL OREGON IRRIGATION DISTRICT
OREGON CORNER RESTORATION RECORD
SEARCHED FOR NOT FOUND
INSTRUMENT NUMBER
REFERENCE DATA SAME AS MEASURED
DESCHUTE-SCOS W W(X � �.
l �3 2vZ y
FILED l
NARRATIVE:
S&F LAND SERVICES WAS RETAINED BY TE AMO DESPACIO TO SURVEY, RETRACE AND
MONUMENT THE BOUNDARIES OF THOSE LANDS DESCRIBED PER REFERENCES 6-8
OF THIS SURVEY IN CONFORMANCE WITH OREGON REVISED STATUES (ORS)
THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP
15 SOUTH, RANGE 13 EAST OF THE WILLAMETTE MERIDIAN WAS DETERMINED BY
HOLDING THE MIDPOINT BETWEEN THE NORTHWEST CORNER AND THE NORTH
QUARTER CORNER OF SAID SECTION 5, THE C-W1/16 CORNER AND N1/16 CORNER
AS WELL AS THE COMPUTED C-N 1 /16 CORNER OF SAID SECTION 5. SAID
C-N 1 /16 CORNER WAS COMPUTED BY HOLDING THE MEAN BEARING BETWEEN SAID
N 1/16 CORNER AND THE COMPUTED PROPORTIONED LOCATION OF THE C-N1/16
CORNER PER REFERENCE (3) AND THE BEARING BETWEEN RECOVERED MONUMENTS
101 AND 102.
CENTRAL OREGON IRRIGATION DISTRICT (COID) LATERALS "Co AND "C-11" WERE
DETERMINED BY FIELD MEASUREMENT OF THE CANAL BANKS AND A BEST -FIT
CENTERLINE BASED UPON SAID MEASUREMENT. EASEMENT WIDTHS FOR SAID LATERALS
SHOWN HEREON WERE PROVIDED BY COID.
THE BOUNDARY OF PARCEL ONE PER SAID REFERENCE (3) WAS DETERMINED BY
HOLDING RECOVERED MONUMENTS 101, 102, 104, AND 106 AND HONORING THE 60
FOOT RIGHT-OF-WAY WIDTH OF NW SPRUCE AVENUE PER SAID MEAN BEARING LINE
ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
(NE1 /4 NW1 /4) OF SAID SECTION 5.
THE BOUNDARY OF PARCEL ONE PER REFERENCE (2) WAS DETERMINED BY HOLDING
RECOVERED MONUMENTS 101, 103, AND 104 AS WELL AS THE COMPUTED LOCATION
OF THE C-N1/16 CORNER AND HONORING SAID 60 FOOT RIGHT-OF-WAY WIDTH OF
NW SPRUCE AVENUE PER SAID MEAN BEARING LINE ALONG THE SOUTH LINE OF THE
NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE1/4 NW1/4) OF SAID
SECTION 5 AS WELL AS THE HONORING THE 30 FOOT HALF -WIDTH OF NORTHWEST
WAY. THE CENTERLINE OF SAID NORTHWEST WAY BEING THE LINE BETWEEN
RECOVERED MONUMENTS 100 AND 103.
THE BASIS OF BEARINGS FOR THIS SURVEY BEING THE EAST LINE OF THE
NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 5 BASED
UPON GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN),
AS SHOWN HEREON AS SOUTH 00'40'15" WEST.
SURVEY REFERENCES:
(1) RECORD DATA PER DCSR 04927, BY E. MANSFIELD 1974
(2) MINOR PARTITION NO. 84-5 DCSR 00945, BY R. POVEY 1984
(3) MINOR PARTITION NO. 85-12 DCSR 00944, BY 0. SHAW 1987
(4) PARTITION PLAT NO. 1996-25 DCSR 12598, BY W. BAHRKE 1996
(5) RECORD DATA PER DCSR 19894, BY P. COLE 2019
(6) STATUTORY WARRANTY DEED, INST. NO. 2016-054085, DCOR
(7) STATUTORY WARRANTY DEED, INST. NO. 2018-45756, DCOR
(8) STATUTORY WARRANTY DEED, INST, NO. 2020-05966, DCOR
(9) C.W. EHRET ROAD (UPAS AVENUE) ROADWAY DECLARATION, CROOK
COUNTY COMMISSIONER'S JOURNAL 4, PAGE 415
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
100
3-1/4 INCH BRASS CAP IN MONUMENT BOX STAMPED DESCHUTES COUNTY SURVEYORS OFFICE AND OTHER MARKINGS, OCRR 1862
101
5/8 INCH
IRON ROD, FLUSH, DCSR 00945
102
1 /2 INCH
IRON ROD WITH YELLOW PLASTIC CAP MARKED LS 431, FLUSH, DCSR 00944
103
2-1/2 INCH BRASS CAP IN MONUMENT BOX STAMPED C1/4 S5 T15S R13E, OCRR 1842
104
3/4 INCH
PIPE WITH BROKEN YELLOW PLASTIC CAP MARKED PLS 1652, DOWN 0.49, DCSR 00945
105
3/4 INCH
IRON PIPE WITH YELLOW PLASTIC CAP MARKED POVEY ASSOC. UP 0.3', DCSR 12598
106
1 /2 INCH
IRON ROD, UP 0.2', DCSR 00944
107
3/4 INCH
IRON PIPE, UP 0.1', DCSR 04927
108
2-1/2 INCH BRASS CAP STAMPED T14S R13E 31 30 6 5 T15S R13E, DOWN 0.2' IN ASPHALT, OCRR 0035
109
1 /2 INCH
IRON PIPE WITH YELLOW PLASTIC CAP, NOT LEGIBLE, DOWN 0.49, DCSR 00945
PORTLAND, VANCOUVER, BEND. SEASIDE
521 NORTHWEST HARRIMAN STREET,
BEND, OR 97703
(541) 797-0954
f%^LA rLAAII . IAIr/161
DATE JOB NO. FIELI
NOV. 15, 2021 2021-337-01 1 BRR
WN CHECKED
ANH I ANH
SURVEY FOR:
TE AMO DESPACIO
NORTHWEST QUARTER (NW1/4)
SECTION 5
TOWNSHIP 15 SOUTH, RANGE 13 EAST
WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
REGISTERED
PROFESSIONAL
LAND -SURVEYOR
OREGON
JANUARY 21, 2009
ANDREW N. HUSTON
RENEWS: 6/30/2023
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