HomeMy WebLinkAboutSurvey 21685S:
0 5 30 60 90 120 180
SCALE: 1' = 60'
NORTH
DESCHUTES COUNTY SURVEYOR
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FOUND 5/8' I.R. W/YPC
ARKED "S.C.E.&S." PER (r9
N81'50' 157'E 315.0 6 t j
N82'02'09 E 315'
4.34.00' (r11)
EAS_RLY 434.00'(r1,r2)
N82'03'30"E ,,,�34.00 (m)
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90.39, r1)
209.61 '(m)r2)
209.61
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R=436.50'
D=9.20'06" ?poBR
CH=N52'44'27"W 71.04' 9R)��,
L=71.12 (r4) rA j r2J
R=436.50'(r4)
D=9'20'06"(r4)
CH=N52'44'27"W 71.04'(r4)
L=70.32'(r1)
R=436.5'(r1)
D=9'13'49"(r1)
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RECORD OF SURVEY
LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER (SW 1/4 SE1/4)
OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JAN UARY 2026
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FOUND 5/8" I.R. W/NO CAP PER (r8
" 421.52' (r8)
N81'50 56 E 420.73'(r6)
N82'04•09 E 420.72'(m)
N82ro2 54'(m)
N82.02'09"E 6'
„ 684.05 (r10)
N81'50' 57 E
134 (m)
134.00' (r1,r2)
G003156
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111
81C.
L=82.89'
R=136.50'
D=34'47'37"
CH-S65'28'15"E 81.62'
L=82.89'(r1)
R=136.50'(r1)
D=34'47'37"(r1)
NY- f)
L=110.98'
R=136.50',
D=46'35'00"
CH=S71'21'54"E 107.95'
L=110.98'(r4)
R=136.50'(r4)
D=46'35'00"(r4)
CH=S71'21'54"E 107.95'(r4)
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62830 Boyd Acres Rd BNDY SRVY\dwq\SURVEY\251005-ROS.dwq Jan 13, 2026 - '3:41
L=28.09'
R=136.50'
D=11'47'23'
0H=S88'45'43"E 28.04'
L=28.17'(r1)
R=136.50'(r1)
D=11'47'23"(r1)
FOUND 5/8 I.R. W/NO CAP PER (ra)-
FOUND 5/8" I.R. W/OPC MARKED "BECON" PER (r5)
0T 8
i. 82' (r5)
N82'09912"E 263.
N82'02'Q9" E 263.82 (m)
"L=41.37'
C.O.I. NORTH CANAL Row)
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(100' R•
N82'03,30"E 433.83'� )
N82�02'09 E
438•
CMD PROPERTIES LLC
TAX LOT 171221 DC00200
62830 BOYD ACRES ROAD, BEND, OR 97701
INST. NO.97-10328, O.R. (BK.442-PG.1761)
3.57 ACRES i
N85620'367E 139.33'(m)
N85.11'4 6 E � 39333C(r4)
N85 20 3
N85'25'E 139.33'(r7)
G0G900
1112210
NORTH UNIT MAIN R ANAL )
(VARIABLE WIDTH O.W
R=622.96'
D-3'48l
CH=SB3'31'58"W 41.36'
L=41.21'(r8,r10)
R=622.96'(r8,r10)
D=3'47'26"(r8,r10)
CH=S83'28'47"W 41.21'(r8)
CH=N83'44'40"E 41.21'(00)
L=26.65'
R-522.96'
D=2'55'12"
CH=S83'29'45"W 26.65'
L=27.60'(r1)
R=525.60'(r1)
D=3'00'30"(r1)
L=27.41'(r10)
R=522.96'(r10)
D=3'00'10"(r10)
CH=S83'21'02"W 27.40'(0 0)
L=130.36'
R=136.50'
D=54'43'00"
CH=N57.59'06"E 125.46'
L=130.36'(r1)(r4)
R=136.50'(r1)(r4,r7)
D=54'43'00"(r1,r4)
CH=N57'59'06"E 125.46(r4)
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LEGEND
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(r)
NARRATIVE
SUBJECT PROPERTY BOUNDARY
ADJACENT PROPERTY LINE
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"W&H PACIFIC", UNLESS NOTED OTHERWISE
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
COMPUTED POSITION, NOTHING FOUND OR SET
DENOTES MEASURED BEARING/DISTANCE
DENOTES RECORD BEARING/DISTANCE PER REFERENCES
WE WERE RETAINED BY CMD PROPERTIES, LLC TO MONUMENT THE BOUNDARY OF THE
SUBJECT PROPERTY, BEING TAX LOT 171221DC00200.
THE SUBJECT PROPERTY IS A PORTION OF WHAT WAS ORIGINALLY 1 PARCEL BOUNDED
BY THE CANAL RIGHT OF WAYS AND THE 1/16 LINE ON THE EAST, AS DESCRIBED IN DEED
FROM COYNER TO SPENCER PER VOL. 147, PG. 98, DEED RECORDS (PARENT PARCEL).
SPENCER SUBSEQUENTLY DEEDED OUT INDIVIDUAL PARCELS, THE FIRST OF THOSE
BEING THE ADJACENT PARCEL TO THE WEST OF THE SUBJECT PARCEL, TAX LOT
171221DC00300, BEING SENIOR TO THE SUBJECT PROPERTY.
ONLY ONE SURVEY OF RECORD EXISTS THAT SURVEYED THE ENTIRETY OF SAID
PARENT PARCEL, BEING CS02629 (0). NO ORIGINAL MONUMENTS FROM SAID SURVEY
WERE FOUND. NO FENCES OR LINES OF OCCUPATION EXIST IN THE AREA. THE
W
Z
SUBJECT PROPERTY'S VESTING DEED, PER BK. 442, PG.1761, DESCRIBES THE
J
PROPERTY AS BOUNDED ON THE NORTH LINE BY THE COI NORTH CANAL, ON THE SOUTH
=
LINE BY THE NORTH UNIT MAIN CANAL, ON THE EAST LINE BY THE 1/16 LINE AND ON THE
WEST BY DISTANCES DESCRIBED IN SAID DEED. A RETRACEMENT OF SAID LINES WAS
r
PERFORMED AS FOLLOWS:
THE NORTH LINE WAS DEFINED BY HOLDING MONUMENTS OF RECORD ALONG THE
NORTHERLY ROW OF THE COI NORTH CANAL, THEN OFFSETTING SAID LINE SOUTHERLY
IL
100.00 FEET, AS SHOWN.
THE SOUTH LINE WAS CREATED BY HOLDING THE MONUMENTS PER CS18519 (r4) WHICH
FIT RECORD VERY CLOSELY, AS SHOWN.
THE EAST LINE WAS CREATED BY HOLDING 2 MONUMENTS OF RECORD ALONG SAID 1/16
LINE, AS SHOWN.
THE WEST LINE WAS CREATED BY RUNNING FULL DEED DISTANCES PER BK.249, PG.736
ALONG SAID NORTH AND SOUTH LINES OF THE PARENT PARCEL, GIVING FULL MEASURE
TO THE SENIOR PARCEL TO THE WEST. DEED DISTANCES BEGIN ON THE WEST ENDAT
THE POINT OF BEGINNING OF ALL 4 DEEDED PROPERTIES AS SHOWN, SAID POINT BEING
THE INTERSECTION OF THE CANAL RIGHT-OF-WAYS, AS SHOWN ON THIS MAP.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE
SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS
NETWORK (ORGN) AND A TRIMBLE CALIBRATION USING PUBLISHED COORDINATES FOR
CENTRAL OREGON COORDINATE SYSTEM CONTROL POINTS.
RECORD REFERENCES
(r1) SURVEY BY JEFF KERN, DESCHUTES COUNTY SURVEY NO. CS02629.
(r2) SURVEY BY W.C. KAUFMANN, DESCHUTES COUNTY SURVEY NO. CS02630.
(r3) SURVEY BY MICHAEL TYE, DESCHUTES COUNTY SURVEY NO. CS06058.
(r4) RECORD OF SURVEY BY SCOTT BOLDUC, DESCHUTES COUNTY SURVEY NO. CS18519.
(6) LOT LINE ADJUSTMENT BY ERIK HUFFMAN, DESCHUTES COUNTY SURVEY NO. CS20396.
(r6) LOT LINE ADJUSTMENT BY ALEXANDER HAGEN, DESCHUTES COUNTY SURVEY NO. CS21354.
(6) SURVEY BY AWBREY PERRY, DESCHUTES COUNTY SURVEY NO. CS02667.
(r8) PLAT OF BRINSON INDUSTRIAL PARK, PHASE II BY RICHARD GRAUE, DESCHUTES COUNTY
SURVEY NO. CS06057.
(r9) PROPERTY LINE ADJUSTMENT BY ROBIN TYE, DESCHUTES COUNTY SURVEY NO. CS20431
(00) CORRECTED GENERAL JUDGEMENT, CASE NO.07CV0564, INST. NO.2010-43761, O.R.
(r11) OREGON STATUTORY SPECIAL WARRANTY DEED, INST. NO.97-10328, O.R.
v13
LAND SU
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12/31/s"5"r
97
I I NA00k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, SM 100. BEND. OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 1 OF 1
N
co
CS 21ss5