HomeMy WebLinkAboutSurvey 20581RECORD OF SURVEY
TL1 71232CD1 6900
STATUTORY
WARRANTY DEED
(2014- 38554)
1-1/2" IRON PIPE )
<COB #238> /
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SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST
SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST
LOT 2, BLOCK 1
MILL "A" AREA OF SHEVL/N CENTER
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265.07'
265.14'(R10)
TL1 71223DC1 3800
STATUTORY WARRANTY DEED
(2014-38554)
ARIZONA AVENUE
(VARIED WIDTH PUBLIC R/W)
590.00'
N89°55'21 "E
590.00'(D2)
- 5/8"REBAR WITH YPC "CWEC"
<R3>
0.8 P NORTH OF TOWNSHIP LINE
S89°17'33"E 685.62'(R11)
WESTERLY 685.62'(D3)
S89.49'48"E 685.62'
WE WERE RETAINED BY 325 NW ARIZONA AVE LLC, TO SURVEY AND MONUMENT THE EXTERIOR BOUNDARY OF THEIR VESTED LANDS AS DESCRIBED IN WARRANTY DEED, RECORDED
8-31-2018 AS INSTRUMENT NO.2018-35790.
I WAS ABLE TO RECOVER SUFFICIENT MONUMENTATION, WHICH I COMBINED WITH THE RECORD REFERENCES TO RESOLVE THE BOUNDARIES AS REPORTED HEREON.
I FOUND TWO MONUMENTS IN THE LOCUS OF THE QUARTER SECTION CORNER OF SECTIONS 5 AND 32, TOWNSHIPS 17 AND 18 SOUTH , RANGE 12 EAST, AS SHOWN IN THE DETAIL
HEREON. BASED ON MY REVIEW OF THE PUBLIC SURVEY RECORD, CONVERSATIONS WITH THE DESCHUTES COUNTY SURVEYOR'S OFFICE AND THE RECOVERY OF CITY OF BEND
MONUMENT NO. 238, 1 HELD THE MONUMENT SET BY W.C. KAUFFMAN PER HIS PLAT OF SURVEY, DATED 1-24-1984 AND FILED 1-30-1984 AS CS03743, HEREON REFERENCED AS (R4).
ALTHOUGH MR. KAUFFMAN DID NOT POSITION THIS CORNER BASED ON THE PRESCRIBED METHODS PER THE CURRENT BUREAU OF LAND MANAGEMENT MANUAL OF SURVEY
INSTRUCTIONS AT THE TIME OF THE SURVEY, HIS MONUMENT HAS BEEN UTILIZED AND RELIED ON FOR ±37 YEARS. IT APPEARS THAT MR. KAUFFMAN UTILIZED THE PLAT OF STARTS
ADDITION, ALTHOUGH HE DOES NOT REPORT RECOVERING ANY SPECIFIC MONUMENTATION TO DO SO. STARTS ADDITION REPORTS RECOVERING THE ORIGINAL STONE MONUMENT AT
THIS QUARTER CORNER, SET PER THE OFFICIAL GENERAL LAND OFFICE SURVEY, APPROVED 8-9-1971. SUBSEQUENT MONUMENTATION SET FOR THE CORNERS OF STAATS ADDITION
WOULD HAVE BEEN CONTROLLED BY THIS ORIGINAL MONUMENT AND I THEREFORE BELIEVE THAT MR. KAUFFMANS MONUMENTED POSITION IS BASED ON EVIDENCE OF THE ORIGINAL
CORNER. THE OTHER MONUMENT THAT I RECOVERED WAS SET BY CENTURY WEST ENGINEERING COMPANY, BY GARY W. HICKMAN PER HIS BOUNDARY SURVEY, DATED 9-13-1979 AND
FILED 8-1-1985 AS CS03727, HEREON REFERENCED AS (R2). MR. HICKMAN REPORTS ON THE FACE OF (R2), "SET 3" BRASS CAP ON 2 1/2" IRON PIPE IN POSITION ESTABLISHED PER C.W.E.C.
SURVEY DATED 5/1/79". 1 BELIEVE THE SURVEY MR. HICKMAN IS REFERRING TO IS HIS OWN SECTION SUBDIVISION SURVEY, DATED 5-1-1979 AND FILED 6-4-1979 AS CS03730, HEREON
REFERENCED AS (R1). MR. HICKMAN DID NOT MONUMENT THIS CORNER PER CS03730, HOWEVER HE REPORTS A NOTE ON HOW IT WAS POSITIONED. THE NOTE STATES "THE N.W. AND
N 1/4 CORNER OF SECTION 5 WERE ESTABLISHED USING THE BROKEN BOUNDARY ADJUSTMENT METHOD (USING GOULD'S RECORD INFORMATION) BETWEEN THE E 1/16 CORNER TO
SECTIONS 6 AND 31 AND E 1/16 CORNER TO SECTIONS 32 AND 5. SO, IT APPEARS THAT MR. HICKMAN'S POSITION FOR THIS CORNER DID NOT UTILIZE EXISTENT SECONDARY CONTROL
SET BY PLATTED SUBDIVISIONS OR PRESCRIBED METHODS AS NOTED ABOVE TO POSITION THE MONUMENT. HE RATHER USED MR. GOULD'S DISTANCES BY MEANS OF A BROKEN
BOUNDARY CALCULATION, NOT TAKING INTO ACCOUNT BONA -FIDE RIGHTS OF OTHERS OCCUPYING THE LAND AND RELYING ON THIS CORNER POSITION.
WEST LINE
I ESTABLISHED THE WEST LINE BETWEEN THE ACCEPTED QUARTER CORNER OF SECTIONS 5 AND 32 AND CITY OF BEND MONUMENT #238.
NORTH LINE WESTERLY SEGMENT
THIS SEGMENT OF THE NORTH LINE IS PARALLEL WITH AND 48.00 FEET NORTHERLY OF THE LINE BETWEEN TOWNSHIPS 17 AND 18 NORTH, RANGE 12 EAST, BETWEEN SECTIONS 5 AND 32,
SPECIFICALLY BETWEEN MY ACCEPTED QUARTER CORNER MONUMENT AND THE EAST ONE -SIXTEENTH CORNER OF SECTIONS 5 AND 32. THIS LINE WAS EXTENDED EASTERLY THE
RECORD DISTANCE OF 685.62 FEET PER (D3). THIS LINE IS IDENTICAL WITH A PORTION OF THE SOUTH LINE OF THE LANDS AS DESCRIBED IN WARRANTY DEED, HEREON REFERENCED AS
(D1) AND THE LANDS IDENTIFIED AS PARCEL 2 PER DEED, HEREON REFERENCED AS (D2).
NORTH LINE, EASTERLY SEGMENT (CURVE 2)
THIS CURVED SEGMENT OF THE NORTH LINE WAS COMPUTED TANGENT OUT OF THE EASTERLY END OF THE NORTH LINE, WESTERLY SEGMENT AS DESCRIBED ABOVE, BY HOLDING THE
RECORD RADIUS OF 1166.00 FEET PER (D3). THIS CURVE ALIGNMENT AGREES WITH THE RECOVERED 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG INC" PER (R12). THIS
SEGMENT WAS CLOSED ON THE EAST LINE AS DESCRIBED BELOW. THIS LINE IS IDENTICAL WITH A PORTION OF THE SOUTH LINE OF THE LANDS AS DESCRIBED IN WARRANTY DEED,
HEREON REFERENCED AS (D1).
EAST LINE
THE EAST LINE IS PARALLEL WITH AND 25.00 FEET NORTHERLY OF THE CENTERLINE OF THE "SC1" SPUR AS PER OREGON DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP
1013-9-30. 1 ESTABLISHED THE CENTERLINE OF THIS SPUR BY A 25.00 FOOT OFFSET OF THE MONUMENTED SOUTH LINE OF SAID SPUR PER PARTITION PLAT NO. 1998-26, HEREON
REFERENCED AS (R5). THIS SEGMENT WAS CLOSED ON THE SOUTH LINE, EASTERLY SEGMENT AS DESCRIBED BELOW.
SOUTH LINE, EASTERLY SEGMENT (CURVE 5)
THIS PORTION OF THE SOUTH LINE IS IDENTICAL WITH THE SOUTH LINE OF THE OREGON TRUNK RAILWAY SPUR (SHEVLIN-HIXON MILL SPUR). I ESTABLISHED THIS SEGMENT BY
OFFSETTING THE NORTHERLY SIDE OF THE SPUR ALIGNMENT AS DESCRIBED AS THE NORTH LINE, EASTERLY SEGMENT (CURVE 2) ABOVE AND CLOSING ON THE SOUTH LINE, WESTERLY
SEGMENT AS DESCRIBED BELOW.
SOUTH LINE, WESTERLY SEGMENT
THIS PORTION OF THE SOUTH LINE IS THE LINE BETWEEN TOWNSHIPS 17 AND 18 NORTH, RANGE 12 EAST, BETWEEN SECTIONS 5 AND 32, SPECIFICALLY BETWEEN MY ACCEPTED
QUARTER CORNER MONUMENT AND THE EAST ONE -SIXTEENTH CORNER OF SECTIONS 5 AND 32.
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).
EASTERLY
856.47'(D3)
856.62'
LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 4, 2021
-•-- R/W PER (D2)
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R/W PER (D1)-•-
95.62'
N89°55'21 "E
95.62'(D1)
CID
0
503.59'
503.32'(R10)
TOWNSHIP LINE
N89'49'48"W 1319.68'
ADJ. LOT 1, BLOCK 1 N89°49'39"W 1319.71'(R10)
MILL "A" AREA OF SHEI/LIN CENTER
RECORD SURVEY REFERENCES
(R1) SECTION SUBDIVISION SURVEY: BY GARY W. HICKMAN; DATED 5-1-1979; FILED 6-4-1979 AS CS03730.
(R2) BOUNDARY SURVEY: BY GARY W. HICKMAN; DATED 9-13-1979; FILED 8-1-1985 AS CS03727.
(R3) MILL "A" AREA OF SHEVLIN CENTER: BY GARY W. HICKMAN; RECORDED 4-4-1983 IN CABINET C AT PAGE 104;
FILED 4-14-1983 AS CS09727.
(R4) PLAT OF SURVEY: BY W.C. KAUFFMAN; DATED 1-24-1984; FILED 1-30-1984 AS CS03743.
(R5) PARTITION PLAT NO. 1998-26: BY KENNETH A. FISHER; RECORDED 6-18-1998 IN CABINET 1 AT PAGE 669;
FILED 6-24-1998 AS CS13314.
(R6) RECORD OF BOUNDARY ADJUSTMENT SURVEY: BY KEITH S. DAGOSTINO; FILED 8-20-1999 AS CS13741.
(R7) RECORD OF SURVEY: BY PETER A. MANLEY; FILED 7-7-2005 AS CS16490.
(R8) RECORD OF SURVEY: BY PETER A. MANLEY: FILED 8-11-2005 AS CS16536.
(R9) BOUNDARY SURVEY: BY DANIEL E. WOBBE; FILED 3-2-2007 AS CS17240.
(R10) RECORD OF SURVEY: BY DALE N. BARRETT; FILED 2-5-2008 AS CS17640.
(R11) PROPERTY LINE ADJUSTMENT SURVEY: BY DANIEL ADAM NELSON; FILED 8-13-2012 AS CS18416.
(R12) RECORD OF SURVEY: BY DANIEL ADAM NELSON; FILED 5-27-2015 AS CS18876.
RECORD DEED REFERENCES
(D1) WARRANTY DEED: RECORDED 11-7-2002 AS INSTRUMENT NO.2002-62231.
(D2) DEED: RECORDED 6-27-2003 AS INSTRUMENT NO.2003-43430.
(D3) WARRANTY DEED: RECORDED 8-31-2018 AS INSTRUMENT NO.2018-35790.
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
480.69'
1166.00'
23'37'14"
N78'20'18"E 477.30'
C1(R12)
481.19'
1166.00'
23°38'42"
C2
174.94'
1166.00'
8035'46"
N85'51'02"E 174.77'
C2(D3)
169.79
1166.00'
C3
139.69'
1166.00'
6'51'51"
N78.07'13"E 139.61'
C4
166.06'
1166.00'
8.09'37"
N70.36'29"E 165.92'
C4(R12)
165.79'
1166.00'
8°08'48"
N71'08'08"E 165.65'
C5
156.68'
1226.00'
7.19'21"
N78.29'09"E 156.58'
C5(D3)
152.57'
1 1226.00'
1
N79°09'09"E 152.47'
TL171223DC13900
STATUTORY WARRANTY DEED
(2018-22142)
C2
87.96'
518"REBAR WITH
YPC 'HWA"<R7>
ADJ. PARCEL 1
PARTITION PLAT NO. 1998-26
NORTH
DISTURBED 518"REBAR
BEARS N49"16'07'E 0.55'FROM CORNER
<R 12>
18.42 06"E 171,51. q
52.60' N
78•12'
154•37'�D"E
3) 1_
91 �
C5
5/8"REBAR
<R5>
0 10 20 40 60 80 120
SCALE: 1" = 40'
LEGEND
5/8"REBAR WITH YPC
'BRANCH ENG INC"
<R 12>
04
ARIZONA AVENUE
(VARIED WIDTH PUBLIC R/W)
S78.42, of
"sc „SPQR _ _ _ N I
- - �� - - 463.06 - - - -
o/
N1
r ' S11'17'54"W 50.00'
S78.42, " .
s78.44 56,E 5 4.86,
4 84 ,(R8)
518"REBAR
<R5>
ADJ. PARCEL 2
PAR TI TION PLAT NO. 1998-26
DETAIL
SCALE: 1" = 1'
PUe
Pr 17-C
32
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0 S 3 4
PROJECT BOUNDARY
ACCEPTED
- -
TOWNSHIP LINE
QUARTER SECTION CORNER
SECTIONS 5 & 32
ADJACENT PROPERTY LINE
TPS. 17& 18 SOUTH, R. 12E.
----------------
SURVEY TIE / INFORMATIONAL LINE
5/8"REBAR WI TH 2 " A L UM/NUM CAP
3.1'BEL0WGRADE LEVEL
►�}�
RECOVERED QUARTER SECTION CORNER
<R4>
(/
RECOVERED SUBDIVISION OF SECTION CORNER
CENTRAL OREGON COORDINATE
RECOVERED MONUMENT AS NOTED
SYSTEM CONTROL STATION
17123204
0
COMPUTED POSITION, NOTHING FOUND OR SET
®
SET 5/8" REBAR WITH YPC MARKED "HWA"
YPC
YELLOW PLASTIC CAP
COB
CITY OF BEND
R/W
RIGHT OF WAY
< >
ORIGIN OF MONUMENT
(R#)
RECORD PER REFERENCES
C#
CURVE NUMBER, SEE TABLE
DESCHUTES COUNTY SURVEYOR
FILED -OZ BY:�.r,✓u
E. 1116 CORNER
SECTIONS 5 & 32
5/8"REBAR WITH YPC
"W & H PACIFIC"
<NO SOURCE>
1,
1 O
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1 .0
A.
5/8"REBAR -
WITH YPC
"W&H PACIFIC"
<R6>
NOTACCEPTED
QUARTER SECTION CORNER
SECTIONS 5 & 32
TPS. 17 & 18 SOUTH, R. 12 E.
N l 3-3l'48"E IRON PIPE
0.71' <R4>
REGISTERED
PROFESSIONAL
LAND SURVEYOR
&:��
OREGON CIVIL ENGINEERING SURVEYING PLANNING
SEPTEMBER 17, 2018 14)00 k
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
BENJAMIN J. HRON PH: (541)389-9351 1 FAX: (541)388-5416
92723 WEB: WWW.HWA-INC.ORG
EXPIRES: 6/30/2023
SHEET 1 OF 1
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IS: \Land Projects\210312-Broderick Project SURVEY\dwg\210312-ROS.dwg Aug 04, 2021 - 11: 39am
�� 20581•.