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BASIS OF BEARINGS
(S 89°25'54" W 2696.62')3
N 89006'49" E 2696.55'
- N 89006'49" E 833.39'
834.11 ` (N 89-05-10` E 834.11')1,2
SEE DETAIL A, THIS SHEET
DOCUMENT NO.
2016-28983 LOT 7
SECTION LINE DETAIL
NTS
LOT 6
DOCUMENT NO.
2017-20175
NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT THE PROPERTY
DESCRIBED IN DOCUMENT NO.2017-20175, DESCHUTES COUNTY OFFICIAL
RECORDS. THE PROPERTY IS LOCATED IN THE NORTHWEST ONE -QUARTER
OF SECTION 16, TOWNSHIP 19 SOUTH, RANGE 16 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON.
THE PROPERTY DESCRIPTION APPEARS TO BE DERIVED FROM THE
UNRECORDED SUBDIVISION OF "GOLDEN VIEW RANCH" FILED AS CS10961 BY
BURTON ENGINEERING DATED OCTOBER 17,1975 AS THE COURSES AND
DISTANCES MATCH SAID SURVEY. NO SURVEYOR SEAL WAS AFFIXED TO THE
SURVEY MAP. THE MAPS SHOWS FINDING THE NORTHWEST, NORTHEAST,
EAST ONE -QUARTER, SOUTHEAST, AND SOUTHWEST CORNERS OF SAID
SECTION 16. NO MENTION OF FINDING THE NORTH ONE -QUARTER CORNER
OF SAID SECTION 16. IT ALSO SHOWS A BEARING AND DISTANCE BETWEEN
THE NORTHWEST AND NORTHEAST CORNERS OF SAID SECTION 16.1
MENTION THIS DUE TO THE NORTH ONE -QUARTER CORNER WAS RECOVERED
BY W.C. KAUFFMAN IN OREGON CORNER RECOVERY RECORD 1626 DATED
DECEMBER 11, 2001 AND FILED ON APRIL 4, 2002 PUT AN ANGLE POINT IN THE
NORTH LINE OF SAID SECTION 16.1 FOUND THE MONUMENT AS DESCRIBED
AND WAS HELD. ALSO, UNDER A BUREAU OF LAND MANAGEMENT
DEPENDENT RESURVEY OF SAID SECTION 16, THE LENGTH OF THE NORTH
LINE OF SECTION 16 IS LONGER THAN SHOWN ON SAID CS10961 BY 46.57'
(DISCUSSED FURTHER LATER IN THIS NARRATIVE).
RECORD OF SURVEY
LOCATED IN A PORTION OF THE NORTHWEST ONE -QUARTER OF SECTION 16
IN TOWNSHIP 19 SOUTH RANGE 16 EAST, W.M.
DESCHUTES COUNTY, OREGON
DATE: J U N E, 2024
LOT 5
BOOK 146
PAGE 1072
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DOCUMENT NO.
2015-32720
TRUE SECTION LINE / t
SECTION LINE PER CS10961 J
(S 89°38'43" W 2632.73')3
L — N 8901625" E 2631.14'
N 89011'33" E 5327.68'
(S 89-05-10" W 5281.11')1
TRUE SECTION LINE
833.39' �!
_ ,_ 1.36'
834.11'
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DETAIL A
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N 8901 V33" E 5327.69
(S 89005-10" W 5281.11')1
THE NORTHWEST CORNER OF SAID SECTION 16 ORIGINAL BASALT STONE
WAS REPLACED BY THE BUREAU OF LAND MANAGEMENT SURVEYOR PHILLIP
G. GRIFFIN UNDER SPECIAL INSTRUCTIONS DATED JULY 13, 1979, APPROVED
JULY 17, 1979, UNDER GROUP NO. 1000, AND ASSIGNMENT INSTRUCTIONS
DATED NOVEMBER 24, 1997. GRIFFIN RECOVERED THE ORIGINAL BASALT
STONE AND REMONUMENTED IT WITH A 31/4" BRASS CAP MONUMENT.
THIS MONUMENT WAS FOUND IN GOOD CONDITION AND HELD.
SAID SECTION 16 WAS ALSO SUBJECT TO A DEPENDENT RESURVEY BY
BUREAU OF LAND MANAGEMENT SURVEYOR JUSTIN V. HADDON, CADASTRAL
SURVEYOR UNDER SPECIAL INSTRUCTIONS APPROVED APRIL 20, 2020 UNDER
GROUP NO.2976. IN THIS DEPENDENT RESURVEY, THE ENTIRE BOUNDARY OF
SAID SECTION 16 WAS SURVEY AND BOUNDARY MARKED. THE
MEASUREMENT ALONG THE NORTH LINE DIFFERS FROM SAID CS10961 BY
46.57.
FOR THIS SURVEY I FOUND THE NORTHWEST CORNER, NORTH ONE -QUARTER
CORNER, AND NORTHEAST CORNER OF SAID SECTION 16 WHICH WERE HELD
AND AGREE WITH THE MEASUREMENTS AS SHOWN ON SAID DEPENDENT
RESURVEY BY HADDON. A SEARCH FOR MONUMENTS FROM SAID CS10961
WAS CONDUCTED AND NOTHING WAS FOUND.
DUE TO THE CONSTRUCTION OF THE LEGAL DESCRIPTION BEING
DEPENDENT ON SAID CS10961 AND COMMENCING AT THE NORTHEAST
SECTION LINE
PER 10961
DESCHUTES COUNT Y SURVEYOR
i-1,LFJDm 062g 0Z gy. Cc' 'I'
�J s
LEGEND
INDICATES FOUND 3.25" BLM BRASS CAP PER ()5
INDICATES FOUND 3.25" BLM ALUMINUM CAP PER ()3
INDICATES FOUND 3.25" DESCHUTES COUNTY SURVEYORS OFFICE BRASS CAP PER ()4
p INDICATES SET 5/8" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED "H.A. MCCOY ENGR"
( )1 INDICATES RECORD INFORMATION PER GOLDEN VIEW RANCH CS10961
( )2 INDICATES RECORD INFORMATION PEER DEED 2017-020175, FILED DESCHUTES COUNTY 5/26/2017
( )3 DEPENDANT RESURVEY BY JUSTIN V HADDON, CADASTRAL SURVEYOR,
UNDER SPECIAL INSTRUCTIONS DATED APPROVED APRIL 20, 2020,
WHICH PROVIDED FOR THE SURVEYS INCLUDED UNDER GROUP NO.2976,
AND ASSIGNMENT INSTRUCTIONS DATED APRIL 20, 2020.
( )4 INDICATES RECORD INFORMATION PER OREGON CORNER RESTORATION RECORD KAUFFMAN,
DATED 12/11 /2001.
( )5 REMONUMENTATION RESURVEY BY PHILIP G. GRIFFIN, CADASTRAL SURVEYOR,
UNDER SPECIAL INSTRUCTIONS DATED JULY 13, 1979,
WHICH PROVIDED FOR THE SURVEYS INCLUDED UNDER GROUP NO. 1000,
AND ASSIGNMENT INSTRUCTIONS DATED NOVEMBER 24, 1997.
CORNER OF SAID SECTION 16 AND AT THE TIME OF THE LEGAL DESCRIPTION
THE NORTH ONE -QUARTER CORNER WAS NOT RECOVERED AND AN
ASSUMED STRAIGHT LINE BETWEEN THE NORTHEAST AND NORTHWEST
CORNERS, AND THE DISTANCE BETWEEN SAID MONUMENTS BEING SHORTER
THAN WHAT ACTUALLY EXISTS IN THE FIELD THIS WOULD CAUSE SOME
DISCREPANCIES BETWEEN THE INTENT OF SAID CS10961 AND AS DESCRIBED
IN SAID DOCUMENT NO.2017-20175, 1 MADE THE DECISION TO HOLD THE
NORTHWEST CORNER OF THE SECTION AS THE POINT OF BEGINNING OF THE
DESCRIPTION AND OMITTING THE INITIAL CALL OF "SOUTH 89005'10" WEST
4,447.00 FEET" FROM THE NORTHEAST CORNER OF SAID SECTION 16. THIS
STAYS WITH THE INTENT AS IT WAS CALLED FOR IN THE DESCRIPTION AND
OTHER THAN THE DISTANCE ERROR ON CS10961 ALONG THE NORTH LINE OF
THE SECTION AND NOT RECOVERING THE NORTH ONE -QUARTER CORNER,
THE LEGAL DESCRIPTION CLOSES MATHEMATICALLY. THEREFORE
DETERMINED THE BOUNDARY OF SAID DOCUMENT NO.2017-20175 AS
FOLLOWS:
I HELD RECORD DISTANCE OF 834.1 V ALONG A STRAIGHT LINE BETWEEN THE
NORTHWEST AND NORTHEAST CORNERS OF SAID SECTION 16.1 THEN
TURNED RECORD ANGLE SOUTHEASTERLY FOR RECORD DISTANCE TO THE
SOUTHEASTERLY CORNER. I THEN PROJECTED THE EAST LINE
NORTHWESTERLY TO THE TRUE INTERSECTION OF THE NORTH LINE OF
SECTION 16 BETWEEN THE NORTHWEST AND NORTH ONE -QUARTER OF SAID
SECTION 16. FROM THE EAST LINE, I HELD RECORD ANGLE AND DISTANCE TO
THE SOUTHWEST CORNER OF SAID DOCUMENT NO. 2017-20175. 1 THEN HELD
THIS LOCATION AND THE NORTHWEST CORNER OF SAID SECTION 16 FOR
THE WEST LINE OF SAID DOCUMENT NO.2017-20175. THIS FOLLOWS THE
INTENT OF THE LEGAL DESCRIPTION AND CS10961.
THE BASIS OF BEARINGS IS N 89006'49" E ALONG THE NORTH LINE OF THE
NORTHWEST ONE -QUARTER OF SAID SECTION 16 BETWEEN FOUND
MONUMENTS BASED ON GPS OBSERVATIONS USING RTK ON THE OREGON
REAL TIME NETWORK (ORGN) USING THE CENTRAL OREGON COORDINATE
SYSTEM PROJECTION ON TIES TO GIS 059 AND COGRID MARK E-112.
B.A. McCOY
ENGINEERING & SURVEYING LLC
REGISTERED
PROFESSIONAL
LAND SURVEYOR U80 SW LAIC ROAD SUITE 201
REDMOND, OR 9"n-%
(541) 923-7554
d OREGON 4../ PREPARED FOR:
NOVEMBER 10, 2009 BRIAN WELDON
JASON L. SIMES 240 MAYFAIR DR
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EXPIRES 6/30/26 PROJ NO: 24070 ST HELENS, OR97051
CS 2 13*4 4 -