HomeMy WebLinkAboutSurvey 20804_ S H TES COUNTY SURVEYOR
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BOUNDARY SURVEY
FOR LOT 65, BLOCK 31,
PLAT OF UNIT NO. 2 OF
OREGON WATER WONDERLAND(OWW)
12
8
SCALE: 1 "=40'
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BLOCK 31
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LINE TABLE
LINE
LENGTH
DIRECTION
L1
15.15'
S62'10'48"W
L1(R1,R2)
15.00'
S62-13'00"W
L2
71.08'
S51'06'20"W
L2(R1,R2)
71.08'
S51-00'56"W
L3
90.06'
S51'06'20"W
L3(R1)
90.00'
S51-00'56"W
L4
96.14'
S62'10'48"W
L4(R1,R2)
96.14'
S62'13'00"W
L5
76.05'
S62'12'27"W
L5(R1,R2)
76.05'
S62-13'00"W
L6
8.62'
S82'51'57"W
L6(Ri,R2)
8.64'
S81-57'07"W
L7
10.00'
S09'08'56"W
L7(R1)
10.00'
S09-00'00"W
L8
83.06'
N73'59'19"E
L8(R1)
83.00'
N74'00'00"E
L8(R2)
83.04'
N73'54'53"E
i LOT 63,
BLOCK 31
UNIT NO. 2 OF
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LOCATED IN THE SE..., 1 /4 OF SECTION 13, TOWNSHIP 20
SOUTH;` RANGE 10 EAST, W.M.,
DESCHUTES COUNTY, OREGON
L6
RIVER EDGE
5�,�.p5
LOT 66,
BLOCK 31
UNIT NO. 2 OF
OWW
SET WITNESS
S16'14'54"E 2.00'
FROM ACTUAL PROP.
CORNER
LOT 1,
BLOCK 28
UNIT NO. 2 OF
OWW
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CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
94.14'
270.00'
47.55'
S64'09'05"W
93.66'
19'58'38"
C1(R1)
94.30'
270.00'
C2
94.83'
270.00'
47.91'
S44'06'04"W
94.34'
20'07'25"
C2(Ri)
95.00'
270.00'
C3
116.80'
270,00'
59.33'
S21'38'47"W
115.89'
24'47'09"
C3(R1)
117.00'
270.00'
RENEWS: 12/31 /23
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH 1-1/2- ALUMINUM CAP STAMPED
"TYE ENGINEERING."
(R1) OREGON WATER WONDERLAND UNIT 2,
BY RICHARD W. BURTON, PLS 00842, RECORDED
3/18/1970, .CS08674
(R2) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 66 , BY SCOTT C. FRESHWATERS,
PLS 02253, FILED 12/3/1996, CS12773
(D1) WARRANTY DEED, 2009-07340,
FILED 02/23/2009, DESCHUTES COUNTY OFF. RECORDS
OWW OREGON WATER WSONDERLAND
® LOCATION NUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY
CORNERS FOR LOT 65 BLOCK 31 OF OREGON WATER WONDERLAND, UNIT
2 (R1), DEED 2009-07340 LOCATED IN SECTION 13, TOWNSHIP 20
SOUTH, RANGE 10 EAST, OF THE WILLAMETTE MERIDIAN, DESCHUTES
COUNTY OREGON.
FOR THIS SURVEY, THE CORNERS AT LOCATION 3 AND LOCATION 6 WERE
FOUND AND HELD. THERE WAS A 1 /2" REBAR FOUND AT LOCATION 2
BUT WAS VERY LOOSELY PLACED NEXT TO A RECENTLY INSTALLED
POWER PEDESTAL AND LIKELY DISTURBED. IT DID NOT FIT WELL WITH
RECORD AND WAS NOT HELD. TO ESTABLISH THIS POSITION WE
RETRACED A 270.00 FOOT RADIUS CURVE BETWEEN LOCATION 1 AND
LOCATION 3 AND PROPORTIONED THE LENGTHS ACCORDINGLY.
TO RE-ESTABLISH THE NORTHERLY LINE WE EXTENDED THE LINE FROM
LOCATION 3 TO LOCATION 6 THE RECORD 20.00 FEET TO LOCATION 12.
THEN EXTENDED THE LINE FROM LOCATION 9 TO LOCATION 8 THE
RECORD DISTANCE OF 71.08 FEET TO THE ANGLE POINT AT LOCATION 11.
WE HELD RECORD DISTANCE FROM LOCATION 12 TO LOCATION 7.
BASIS OF BEARING:
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 DESCHUTES 13
TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS
VERTICAL DATUM IS NGVD 29.
MON.
MONUMENT DESCRIPTION
1
1 /2" REBAR, NO CAP
2
1/2" REBAR, NO CAP, UP 1.0% LOOSELY PLACED, BEARING S77'44'14"W
1.49' FROM PROPERTY CORNER, SET 5/8" REBAR WITH 1-1/2" ALUMINUM
CAP MARKED "TYE ENGINEERING" N16'14'54"W 2.00 FROM ACTUAL
PROPERTY CORNER
3
5/8" REBAR, NO CAP
4
1 /2" REBAR, NO CAP
5
5/8" REBAR, 1-1/2- ALUM. CAP MARKED "LS2253"
6
5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
7
PROPERTY CORNER IN RIVER, NOTHING SET
8
1 /2" REBAR, NO CAP
9
1 /2" REBAR, NO CAP
10
SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "TYE ENGINEERING"
11
PROPERTY CORNER IN RIVER, NOTHING SET
12
PROPERTY CORNER IN RIVER, NOTHING SET
2900 - Leonard Boundary_3-28-2022.dwg