HomeMy WebLinkAboutSurvey 20951LOT 7
BLOCK ONE
SCALE: 1"=30'
S82'24'52»W� 217.87'
-� 2-- 5
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6
/ 02
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/ DRIVEWAY EASEMENT
PER VOLUME 137,
PAGE 2364,
DESCHUTES COUNTY
OFFICIAL RECORDS
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LOT 3
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LOTS 4 AND 5, PARCEL 1, BOOK
2003, PAGE 35360, DESCHUTES
COUNTY OFFICIAL RECORDS
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LOT 6
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WEST 100.00' (R1,R2,R3) 30.00'
100.00' 13.59'-
9.4116.41'
90.59' WC� WC
N89'48'06"E 200.00'
EAST 200.00' +/- (R1,R3)
EAST 200 FEET (D1,D2)
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VOLUME 178, PAGE 470, O0)
DESCHUTES COUNTY 40 5 �01�
OFFICIAL RECORDS � 1�j0 �R
COMMON AREA
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�May 12 2010
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�' • RENEWS: 12/31 /23
00
RECORD OF SURVEY
FOR JOE JUBELA
LOTS 4 & 5, BLOCK 1, RIMROCK WEST AND ADDITIONAL
TRACT, LOCATED IN THE NE 1 /4 NW 1 /4 OF SECTION
20, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY
OF BEND, DESCHUTES COUNTY, OREGON
SURVEYORS NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT PROPERTY DESCRIBED IN BOOK 2003, PAGE 35360,
DESCHUTES COUNTY OFFICIAL RECORDS (D1). THE PROPERTY IS DESCRIBED AS LOTS 4 & 5, BLOCK 1, RIMROCK WEST AND A
PORTION OF LAND LYING BETWEEN LOTS 4 & 5 AND THE DESCHUTES RIVER DESCRIBED BY METES AND BOUNDS.
WE BEGAN OUR SURVEY WITH AN EXTENSIVE SEARCH FOR EXISTING MONUMENTS IN THE AREA. WE FOUND AND HELD
MONUMENT NO. 3 FOR THE NORTHWEST CORNER OF LOT 4. WE ESTABLISHED THE NORTHERLY PROPERTY CORNERS OF LOT
5 BY HOLDING THE BEARING FROM FOUND MONUMENTS NO. 1 AND NO. 2, THEN SCALED AND ROTATED THE PLAT LINES TO
FIT THIS LINE TO ESTABLISH THE NORTHERLY CORNERS OF LOT 5, REFERENCE POINTS "A" AND "B".
WE FOUND AND HELD THE BEARING FROM FOUND MONUMENTS NO. 5 AND NO. 8. WE EXTENDED THIS LINE NORTHEASTERLY
THE PLAT DISTANCE OF 95.81 TO ESTABLISH THE SOUTHWEST CORNER OF LOT 4 AT REFERENCE POINT "C". WE THEN HELD
THE PLAT ANGLE PER (R1) AT THE SOUTHWEST CORNER OF LOT 4 TO ESTABLISH THE SOUTH LINES OF LOTS 4 AND 5. WE
HELD THE RECORD DISTANCES PER (R1) ALONG THIS LINE FOR THE SOUTHERLY CORNERS OF LOTS 4 AND 5, REFERENCE
/ POINTS "D" AND "E". REFERENCE POINT "D" IS LOCATED UNDER A HOT TUB AND 2 WITNESS CORNERS WERE SET AS SHOWN.
WE SCALED AND ROTATED THE PLAT LINES PER (R1) BETWEEN MONUMENTS NO. 1 AND NO. 2 FOR THE NORTHEASTERLY
CORNERS OF LOT 5 TO ESTABLISH CORNERS "F" AND "G". WE THEN HELD THIS ADJUSTED RADIUS AND THE CALCULATED
REFERENCE POINT "A" AND MONUMENT NO. 3 FOR CURVES C1 ANC C5. WE FURTHER EXTENDED THE SIDELINES OF LOT 5
THE PLAT DISTANCES PER (R1) FOR THE PROPERTY LINE LOCATED IN THE DESCHUTES RIVER.
TO ESTABLISH THE SOUTHEASTERLY PROPERTY LINES FOR PARCEL 2 DESCRIBED IN (D1) WE HELD THE BEARINGS AND
/ DISTANCES FROM (D1) ROTATED AND SCALED BETWEEN REFERENCE POINTS "H" AND "I" FOR A BEST FIT AS SHOWN TO
ESTABLISH REFERENECE POINTS "J" AND "K". THE CENTERLINE OR CHANNEL OF THE RIVER HAS NOT BEEN SURVEYED AND
IS SHOWN AS AN APPROXIMATE LOCATION PER (D1) AND (R1).
OTHER MONUMENTS WERE FOUND DURING THE COURSE OF OUR SURVEY AND ARE AS SHOWN FOR REFERENCE.
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.
MONUMENT TABLE
NO.
DESCRIPTION
1
FOUND 1 /2" IRON
ROD,
NO CAP PER (R1)
2
FOUND 5/8" IRON
ROD,
NO CAP PER (R3)
3
FOUND PK NAIL PER (R2)
4
FOUND 1/2" IRON
ROD,
NO CAP PER (R1)
5
FOUND 1/2" IRON ROD,
NO CAP, BEND, SHOT AT SPIN POINT PER (R1)
6
FOUND 1 /2" IRON
ROD,
NO CAP PER (R2)
7
FOUND 5/8" IRON
ROD,
NO CAP PER (R6)
8
FOUND 5/8" IRON
ROD
WITH YELLOW PLASTIC CAP STAMPED "SCES" PER (R5)
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
33.61'
78.42'
17.07'
N63'32'03"W
33.35'
24*33'14"
C2
85.09'
121.39'
44.38'
S71.20'34"E
83.36'
40'09'42"
C3
33.35'
121.39'
16.78'
N80.37'42"E
33.25'
15'44'37"
C4
101.18'
121.39'
53.74'
N48'52'37"E
98.28'
47.45'33"
C5
11.97'
121.39'
5.99'
S54.05'13"E
11.97'
5'39'00"
C6
73.12'
121.39'
37.71' 1
S74.10'03"E
72.02'
34'30'42"
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
CH BEARING
CH LENGTH
DELTA
C1 (R1)
33.41'
78.42'
C1 (R2)
19.83'
78.42'
LABELED INCORRECTLY
14.19'18"
C1 (R3)
33.41'
78.42'
C1 (R4)
33.40'
78.42'
N63.31'41"W
33.15'
24'24'20"
C2 (R1)
85.38'
121.48'
C2 (R3)
85.38'
220.03'
C3 (R1)
33.38'
121.48'
C3 (R3)
33.38'
220.03'
C4 (R1)
101.26'
121.48'
C4 (R3)
101.26'
220.03'
C5 (R2)
12.00'
121.48'
05.39'35"
C5 (R3)
12.00'
220.03'
C6 (R2)
73.38'
121.48'
34'36'34"
C6 (R3)
73.38'
220.03'
LEGEND
®0 FOUND MONUMENT AS NOTED, SEE MONUMENT
TABLE FOR DESCRIPTIONS
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING"
1NC0 SET 5/8" IRON RODS WITH YELLOW PLASTIC CAPS STAMPED
"TYE ENGINEERING" FOR WITNESS CORNERS TO CALCULATED
POSITION "D", ACTUAL CORNER FALLS UNDER A HOT TUB
0 SET MAG NAIL AND 1" BRASS WASHER STAMPED "TYE" IN
BEDROCK AT REFERENCE POINT "E"
"G» POINT OF REFERENCE
(R1) PLAT OF RIMROCK WEST BY GEORGE COOK, PLS
540, FILED 10-05-1972, CS09275
(R2) SURVEY BY GEORGE COLVIN, PLS 1020, FILED
09-08-1982, CS09277
(R3) SURVEY BY ROBERT KARL, PLS 1642, FILED
03-10-1986, CS09276
(R4) PROPERTY LINE ADJUSTMENT BY KEVIN BLAKLEY,
PLS 69432, FILED 12-24-2009, CS18091
(R5) PARTITION PLAT NO. 2015-18 BY KEVIN BLAKLEY,
PLS 69432, FILED 11-04-2015, CS18981
(R6) SURVEY BY ROBERT KARL, PLS 1642, FILED
08-21-1986, CS09284
(D1) WARRANTY DEED, BOOK 2003, PAGE 35360,
DESCHUTES COUNTY OFFICIAL RECORDS
(D2) WARRANTY DEED, VOLUME 178, PAGE 0470,
DESCHUTES COUNTY OFFICIAL RECORDS. NOTE: (D1)
MAKES A CALL TO VOLUME 178, PAGE 471 WHICH IS
THE 2ND PAGE OF VOLUME 178, PAGE 470.
TITLE: RECORD OF SURVEY
2436-JUBELA BOUNDARY SURVEY.DWG
JOB N0: 2436 - JUBELA
SCALE: 1"=30' BY: P.A.T.
DATE: 10-14-2022
SHEET: 1 OF 1 725 NW HILL, BEND, OR
97703 541-389-6959
IV
0
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vt
CS 2 0951 - DESCHUTES COUNTY 5 E"Y 7.1
FILED -a