HomeMy WebLinkAboutSurvey 20536BOUNDARY SURVEY
BLOCK 7, SUNNYSIDE ADDITION
LOCATED IN THE SW 1 /4 OF THE NE 1 /4 OF SECTION
9, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
1 /2" REBAR
WITH ILLEGIBLE YPC
O
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1 /2" OPEN PIPE r o M
NO CAP z
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r-�60.00 0 I 287.20' (R5)�
I 00 cfl iO WEST 291.50 (R1)
I z N89'57'35"E
4"W 20.15' j N89'55'24"E j 143.73' 2
?20.00' (R1) 60.00'
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TAX LOT
Z 151309AC03000
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NW IVY
SCALE: 1 "=60'
LDESCHUTES CC UNTY SURVEYOR'
FILED
N EP: 37+52.38
(HELD)
+
PT 37+52.38
N: 468975.36
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DETAIL
SCALE: 1 "=5'
r-1.00' +
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1.00'- (
75.53'
131.79'
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N S89'57 35 W 133.37
z 1" IRON PIPE - N89'57'35"E 147.45'
---------------------- z ( 0.44' SOUTH � _N S89'3839"W 151.54 (R2)
(R2) N
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3I = STA:32+79.78 I
-------------------- o � 0o a M I OFFSET:-44.387
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1 /2" REBAR
AVE. I NO CAP I
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S89'41'52"E
60.00'
5/8" REBAR
WITH YPC MARKED
"HAMCCOY"
0
0
0
I
PC: 29+09.05
(HELD) 0
O
29+09.05 (R3) rn -
N
E: 33228641.00(R3)
15'x15'
UNDERGROUND POWER EASEMENT
PER BOOK 2007, PAGE 65232
.C.O.R.
STA: 34+80.00
OFFSET=80.00'L
NORTHING: 468705.41
EASTING: 3328556.11
(D2)
cn
cn
LLJ
_Z
N
m
'31'24"W 10.27'
STA: 34+40.00
OFFSET=45.00'L
NORTHING: 468664.54
EASTING: 3328589.83
(D2)
ODOT EASEMENT PER
177-1760 (D2)
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY CORNERS FOR THAT PROPERTY
DESCRIBED IN BOOK 2020 VOLUME 25085 RECORDED JUNE 6, 2020.
THE NORTH 80 FEET OF THE EAST ONE-HALF OF BLOCK 7 OF SUNNYSIDE ADDITION, CITY OF
REDMOND, DESCHUTES COUNTY, OREGON
TOGETHER WITH, THE SOUTH 87.41 FEET OF THE NORTH 167.41 FEET OF THE EAST
ONE-HALF OF BLOCK 7 OF SUNNYSIDE ADDITION, CITY OF REDMOND, DESCHUTES COUNTY,
OREGON
EXCEPTING THEREFROM, THAT PORTION OF LAND DESCRIBED IN WARRANTY DEED RECORDED ON
JANUARY 20, 1989 IN BOOK 177 AT PAGE 1760 IN THE OFFICIAL RECORDS OF DESCHUTES
COUNTY, OREGON
WE RETRACED THE LINES OF THE SUNNYSIDE ADDITION (R1) BY SEARCHING FOR MONUMENTS ALONG
JACKPINE AND 7TH STREET. IN AN UNRECORDED TOPOGRAPHIC SURVEY BY TYE ENGINEERING IN
2006, WE FOUND MONUMENTS AT LOCATION 1 A 5/8" REBAR AND LOCATION 2 (A 1 /2" REBAR.
SINCE THIS SURVEY THESE MONUMENTS HAVE BEEN DESTROYED BY CONSTRUCTION ACTIVITIES. PER
THIS SURVEY WE ARE RESETTING BOTH MONUMENTS AT 1 AND 2 AT THE 2006 FOUND LOCATIONS.
FOR THE WEST LINE OF BLOCK 7 SUNNYSIDE ADDITION, WE HELD A LINE FROM LOCATION 1 AND A
POINT 60.00 FEET EASTERLY AND PERPENDICULAR TO LOCATION 4. FOR THE NORTH LINE WE HELD
THE ORIGINAL MONUMENTS FROM THE 2006 SURVEY AT LOCATION 1 AND 2 WITH 1.0 FOOT WITNESS
CORNERS. WE ALSO FOUND MONUMENTS AT LOCATION 3 AND 5 AND THEY CHECK WELL WITH THE
RECORD BEARINGS AND DISTANCES.
FOR THE EAST LINE 1 RETRACED THE ALIGNMENT PROVIDED BY PETER MANLEY IN CS 18086. THIS
SURVEY IS ALSO IN THE CENTRAL OREGON COORDINATE SYSTEM AND WE CHECK TWO COMMON
POINTS FOR ACCURACY AT LOCATIONS 13 AND 14 (t0.03 FEET). SEE BELOW BASIS OF BEARING
STATEMENT HEREON FOR NARRATIVE ON HOW WE ESTABLISHED THE COCS FOR THIS PROJECT.
AFTER VERIFICATION, WE RETRACE THE CENTERLINE DATA PER THIS SURVEY TO ESTABLISH THE
CURVES, TANGENTS AND ODOT ALIGNMENT STATIONING. FROM THIS ODOT STATIONING WE WERE ABLE
TO CALCULATE THE DEDICATION IN WARRANTY DEED RECORDED ON JANUARY 20, 1989 IN BOOK 177
AT PAGE 1760 IN THE OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON. THERE WERE NO
UNUSUAL CIRCUMSTANCES FOUND DURING THE COURSE OF THIS SURVEY.
STA: 33+50
OFFSET=45.00'L
NORTHING: 468574.96
EASTING: 3328586.47
FOUND 5/8" REBAR WITH ILLEGIBLE CAP
N: 468538.62
E: 3328683.36
10007(R4)
N: 468538.64
E:3328683.34 (R4)
STATION: 33+30.73
OFFSET=7.76'R
NORTHING: 468553.51
FASTING: 3328638.38
(R3)(HELD)
R=11459.24'
R= 11,459.16'
L= 843.33' (D2)
L=951.28'
T=421.90'
L=843.33
CH BRG=N2'27'52"E A---4'13'00"
CH L=843.23'
T=421.86 (R3)
0=413'01 "
\\X"--FOUND 5/8" REBAR WITH ILLEGIBLE CAP
N: 468373.71
E: 3328699.45
10003(R4)
N: 468373.74
E:33286699.43 (R4)
OFFSET=40.00'L
NORTHING: 468296.13
EASTING: 3328576.54
(D2)
LEGEN D
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) SUNNYSIDE ADDITION, BY E.G. MANFIELD, PLS
00010, FILED 5/5/1951, CS09983
(R2) SUNNYSIDE ADDITION, BLOCK 7, BY ROBERT R POVEY,
PLS 01652, FILED 12/29/1979, CS09987
(R3) HORIZONTAL CONTROL, RECOVERY & RETRACEMENT
MAP 6TH STREET , BY PETER A MANLEY, PLS 02214,
FILED 12/18/2009, CS18086
(R4) O'NEIL JCT.-REDMOND COUPLET SECTION , BY SCOTT
MORRISON, PLS 02214, FILED 6/1988,
(R5) SURVEY FOR STACY JOHNSON, BY ROBERT R.
DAVENPORT, PLS 00971, FILED 6/7/1973, CS09989
(D1) STATUTORY SPECIAL WARRANTY DEED,
BOOK 2020, PAGE 25085, D.C.O.R.
DATED 6/1 /2020
(D2) WARRANTY DEED,
BOOK 177, PAGE 1760, D.C.O.R.
DATED 1 /20/1989
YPC YELLOW PLASTIC CAP
D.C.O.R. DESCHUTES COUNTY OFFICIAL RECORDS
BASIS OF BEARINGS AND CONTROL
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 TOPCON HIPER GPS. THE CALIBRATION TIES
MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE
COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A
MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM
IS NGVD 29
RENEWS: 12/31 /21
Etl
C 40 20536
2690-Celtic Boundary-5-11-1ULl.awq