HomeMy WebLinkAboutSurvey 212860
0
UTICA AVENUE
0
0
EAST 100.20' (D1)
o EAST 140.20' (D1)
WEST 100' (R1,R3,R5)
A
WEST 140' (R1,R5)
»
C
N89056'27"E 100.08'
S89°52'14"W 140.07'
FOUND 5/8" IRON ROD
WITH YELLOW PLASTIC
100 1,(R1,R3,R5) 00.07' "p
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EO 00'
_FOUND 1"
SQUARE
FOUND 1 /21,
"OMAN
EAST 100.20' (D1)
(R1,R3,R5,D1)
OPEN IRON
CAP STAMPED
PLS 702" PER (D1)
BOLT, ORIGIN
UNKNOWN
PIPE PER
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FOUND 1 /2" OPEN JAI B"
ROAD VACATION (PANAMA
IRON PIPE PER
STREET) PER ORDINANCE NO.
(R3,R5)
NS-1541 RECORDED IN VOLUME
N:388960.0537
LOT 5
241, PG. 916, DESCHUTES
E:3290379.7773
COUNTY OFFICIAL RECORDS
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39, Sl2,
LOT 5
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23
FOUND 5/8" IRON ROD
WITH YELLOW PLASTIC
CAP STAMPED "OMAN
PLS 702" PER (D1)
tiss °
tiS6�9 Q9.1 LOT 7
73�
3S
10,
EGISTERED
PR F IONAL
LAN ASURVEYOR
FOUND 5/8" IRON ROD WITH
YELLOW PLASTIC CAP STAMPED
4d,
"BAXTER SURVEYING" PER (R2)
OREGON
May 12, 2010
DIRK P. DURYEE
65694PLSuESCHUTES
COUMYSURM-OR
RENEWS: 12/31 /25 _
RLJM 03 zl 202L/ Ili * ComwL1 �1
RECORD OF SURVEY
FOR TIM AGNEW
LOCATED IN PORTIONS OF LOTS 39 4, AND 5, BLOCK 9,
82
TOGETHER WITH
A PORTION OF VACATED PANAMA
STREET, BEND VIEW
ADDITION, LOCATED IN THE SW 1 /4
SW 1 /4 OF SECTION
29, TOWNSHIP 17 SOUTH, RANGE 12
EAST, W.M., CITY OF
BEND, DESCHUTES COUNTY, OREGON
LEGEND
FOUND MONUMENT AS NOTED
0
SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
"A"
REFERENCE POINT
(R1)
PLAT OF BEND VIEW ADDITION BY GEO. S.
YOUNG, PE, DATED 3-4-1912, CS05732
(R2)
SURVEY BY ROBERT BAXTER, PLS 2041,
FILED 2-20-2013, CS18492
II�
(R3)
SURVEY IN BLOCK 9, BEND VIEW ADDITION, NO
SCALE: 1 "=30'
DATE OR SURVEYOR NOTED, CS05766, NOTATIONS
SIMILIAR TO CS057 (R5 )
(R4) SURVEY BY JOHN EATON, PLS 252, DATED
11-20-1965, CS05754
(R5) SURVEY BY AUBREY PERRY, PE 142, DATED
6-4-1950, CS05782
(D1) WARRANTY DEED RECORDED JULY 20, 1990, IN VOLUME
214, PAGE 310, DESCHUTES COUNTY OFFICIAL RECORDS,
EXHIBIT "A" IN SAID DEED IS AN UNRECORDED SURVEY
BY RAYMOND OMAN, LS 702, DATED 10-16-1989
(D2) WARRANTY DEED RECORDED MARCH 5, 2018,
IN BOOK 2018, PAGE 8710, DESCHUTES
COUNTY OFFICIAL RECORDS
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT TRACT OF
LAND CONVEYED TO TIMOTHY MICHAEL AGNEW AND MARIE CASSELBERRY AGNEW, IN
WARRANTY DEED RECORDED MARCH 5, 2018, IN BOOK 2018, PAGE 8710,
DESCHUTES COUNTY OFFICIAL RECORDS (D2).
THE LAND DESCRIBED IN (D2) INCLUDES THE N 1 /2 OF LOT 3, THE S 1 /2 OF LOT
3, AND ALL OF LOTS 4 AND 5, BLOCK 9, BEND VIEW ADDITION, EXCEPTING OUT A
PORTION ALONG THE WEST PORTION OF SAID LOTS, TOGETHER WITH A PORTION OF
VACATED PANAMA STREET.
WE HELD THE 5/8" IRON ROD SET BY OMAN (D1) AT THE NW CORNER OF LOT 1,
BLOCK 9, REFERENCE POINT "A" AND THE 1 /2" OPEN IRON PIPE AT THE SW
CORNER OF LOT 5, BLOCK 9 ALONG THE NORTHERLY RIGHT OF WAY OF TRENTON
AVENUE, REFERENCE POINT "B" FOR THE WEST LINE OF LOTS 1, 2, 3, 4 AND 5,
BLOCK 9. WE HELD THE BEARING FROM REFERENCE POINT "A AND THE 1"
SQUARE BOLT AT THE NW CORNER OF LOT 1, BLOCK 10, REFERENCE POINT "C"
FOR THE SOUTHERLY RIGHT OF WAY OF UTICA AVENUE. WE HELD A 40.00 FOOT
RIGHT OF WAY FOR VACATED PANAMA STREET AS SHOWN TO ESTABLISH THE NE
CORNER OF LOT 1, BLOCK 9, REFERENCE POINT "D". WE HELD THIS CALCULATED
REFERENCE POINT "D" AND THE 5/8" IRON ROD BY OMAN (D1) AT THE SE
CORNER OF LOT 5, BLOCK 9, REFERENCE POINT "E" FOR THE EAST LINE OF LOTS
1, 2, 3, 4 AND 5, BLOCK 9. WE SINGLE PROPORTIONED THE ESTABLISHED EAST
AND WEST LINES OF SAID LOTS TO ESTABLISH THE NW AND NE CORNERS OF LOT
3 AS SHOWN. THAT PORTION DESCRIBED IN (D2) EXCEPTED OUT OF THE SUBJECT
PROPERTY WAS ESTABLISHED BY HOLDING THE DIMENSIONS IN (D2) ROTATED AND
SCALED TO FIT THE SW CORNER OF LOT 5, REFERENCE POINT "B" AND A POINT
ALONG THE NORTH LINE OF LOT 3, 17.00 FEET FROM THE NW OF LOT 3,
REFERENCE POINT "F". WE HELD A LINE OFFSET 20.00 FEET AND 40.00 FEET FOR
THE CENTERLINE AND EAST RIGHT OF WAY LINE OF VACATED PANAMA STREET
WHICH FIT WELL WITH RECORD.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS)
WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS
,POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION
USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.