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DESCHUTES COUNTY PROPERTY LINE ADJUSTMENT, PROJECT NO.247-20-000416LL
PARCEL 1 AND PARCEL 2, PARTITION PLAT NO.2008-41
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
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STED PARCEL 1
PP 2008-41
2.21 ACRES
BARGAIN AND SALE DEED
INSTRUMENT NO.2020-67865
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REFERENCE
MONUMENT
DETAIL
SCALE: 1" = 5'
00
CORNER FALLS IN
UTILITY POLE
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010 50 100 150 200 300
SCALE: 1" = 100'
LEGEND
A
PROJECT BOUNDARY
ABANDONED PROPERTY LINE
INTERIOR LOT LINE
ADJACENT LOT LINE (FOR INFORMATIONAL PURPOSES)
FOUND MONUMENT AS NOTED
®
SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "HWA"
4
SET 5/8" REBAR WITH RED PLASTIC CAP MARKED "HWA REF MON"
0
COMPUTED POSITION, NOTHING FOUND OR SET
(R1)
RECORD BEARING / DISTANCE PER REFERENCE
IR
IRON ROD
YPC
YELLOW PLASTIC CAP
BPC
BLUE PLASTIC CAP
ALCAP
ALUMINUM CAP
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SOURCE OF MONUMENT
NARRATIVE
WE WERE RETAINED BY JACK ROBINSON 8 SONS, INC. TO MONUMENT THE ADJUSTED PROPERTY LINES
PER DESCHUTES COUNTY PROPERTY LINE ADJUSTMENT, PROJECT NO.247-20-000416LL.
THE PROPERTIES INCLUDED IN THIS ADJUSTMENT INCLUDE PARCEL 1 AND PARCEL 2, PARTITION PLAT NO.
2008-41.
MY SURVEY CONSISTED OF A RETRACEMENT OF A PORTION OF PARTITION PLAT NO. 2008-41 IN WHICH I
WAS ABLE TO RECOVER ALL BUT ONE OF THE CORNER MONUMENTS SEARCHED FOR. THE
CORRESPONDING COURSES BETWEEN THE RECOVERED MONUMENTS AGREE WITH THOSE REPORTED
ON THE FACE OF PARTITION PLAT NO.2008-41 AND WERE HELD UNLESS OTHERWISE NOTED HEREON.
CURVE 1 WAS ESTABLISHED TANGENT WESTERLY OUT OF THE RETRACED SOUTH LINE OF PARCEL 2.
CURVE 2 IS NON -TANGENT PER PARTITION PLAT NO. 2008-41, AND WAS ESTABLISHED BETWEEN THE
MONUMENTED POINT OF CURVATURE AND POINT OF TANGENCY, HOLDING THE RECORD RADIUS OF
310.00 FEET.
CURVE 3 WAS ESTABLISHED BY HOLDING THE RECORD RADIUS OF 1925.95 FEET BETWEEN THE
COMPUTED POINT OF CURVATURE AND THE MONUMENTED POINT OF TANGENCY.
THE SOURCE OF THE 5/8" IRON ROD WITH 2" ALUMINUM CAP RECOVERED ALONG THE SOUTH LINE OF
PARCEL 2 WAS NOT FOUND. THIS POSITION PER PARTITION PLAT NO. 2008-41 AND NUMEROUS OTHER
SURVEYS IS REPORTED TO BE MONUMENTED WITH A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"DEA INC".
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).
RECORD REFERENCE
5/8"REBADE4 INC" / \ / / (R1) PARTITION
INSTRUMENT NO. 008-40351, FILED OCTOBER008 AS CS17837 03B CABINET 3 AT PAGE 635 AND AS
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CHORD
31'58"
N15'23'06"W 41.88'
51'00"
N15°13'23"E 42.00'
56'14"
N08'24'12"E 220.19'
55'27"
N08°24'25"E 220.12'
1'34"
S62'51'53"E 56.90'
1'37"
S62'50'02"E 56.93'
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
SEPTEMBER 17, 2018
BENJAMIN J. HRON
92723
EXPIRES: 6/30/2021
4 NAO k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA—INC.ORG
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IS: \Land Projects\200307—JRS Mini Storage\dwg\SURVEY\200307—ROS.dwg Jan 06, 2021 — 12:31pm
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