HomeMy WebLinkAboutSurvey 21319SIMPSON AVENUE
RECORD OF SURVEY
LOCATED IN THE NW 1 /4 NE 1 /4 OF SECTION 6,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
LOT 3 CITY OF BEND, DESCHUTES COUNTY, OREGON
WESTSIDE
VILLAGE
LEGEND
SCALE: 1 "=30'
OFOUND MONUMENT, SEE MONUMENT TABLE
FOR DESCRIPTION
O
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
329.01'
5679.58'
164.55'
S03'43'58"E
328.97'
3*19'09'
C2
87.02'
5679.58'
43.51'
S02'30'43"E
87.02'
0'52'40"
C3
227.07'
5679.58'
113.55'
SO4'05'47"E
227.05'
2*17'26"
C4
14.93'
5679.58'
7.46'
S05'19'01 "E
14.93'
0'09'02"
C5
140.56'
5779.58'
70.28'
S03'54'33"E
140.55'
1'23'36"
C6
60.26'
5779.58'
30.13'
SO4'54'17"E
60.26'
0'35'51 "
C7
200.82'
5779.58'
100.42'
SO4'12'29"E
200.81'
1'59'27"
C8
114.94'
5779.58'
57.47'
S02'38'34"E
114.93'
1'08'22"
RECORD CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl (R2)
329.09'
5679.58'
164.59'
NO3'44'15"W
329.05'
03-19'12"
C2 (R2)
87.00'
5679.58'
43.50'
NO2'30'59"W
87.00'
00'52'40"
C3 (R2)1
227.18'
5679.58'
113.60'
N04'06'04"W
227.16'
02*17'30"
C4 (R2)
14.91'
5679.58'
7.46'
N05'19'20"W
14.91'
00'09'02"
C6 (D1)
60.30't
C7 (D1)
SO4'10'55"E
200.57'
C8 (R3)1
113.62'
1 5779.58'
01'07'35"
C8 (R5)
113.62'
5779.58'
56.81'
S02'3348"
1 113.62'
101'07'35"
LOT 2
WESTSIDE
VILLAGE
A PORTION OF
LOT 1 WESTSIDE
VILLAGE
RENEWS: 12/31 /25
p SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
(R1) SURVEY BY GEORGE COLVIN, PLS 1020,
FILED 5-8-1990, CS03764
(R2) SURVEY BY BENJAMIN HRON, PLS 92723,
FILED 11-13-2020, CS20364
(R3) SURVEY BY ROBERT BAXTER, PLS 2041,
FILED 03-24-1998, CS13233
(R4) SURVEY BY GARY DEJARNATT, PLS 2208,
FILED 09-15-1988, CS03762
(R5) SURVEY BY DAVID WILLIAMS, PLS 2686,
FILED 06-06-1995, CS12213
(D1) WARRANTY DEED RECORDED 08-30-2023,
IN BOOK 2023, PAGE 21603, DESCHUTES
COUNTY OFFICIAL RECORDS
(D2) BARGAIN AND SALE DEED RECORDED
01-17-2012, IN BOOK 2012, PAGE 01214,
DESCHUTES COUNTY OFFICIAL RECORDS
(SC) SPIRAL TO CURVE
(CS) CURVE TO SPIRAL
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT TRACT OF LAND
CONVEYED TO MOM HAWKEYE, LLC, AUGUST 30, 2023, IN BOOK 2023, PAGE 21603 (D1),
DESCHUTES COUNTY OFFICIAL RECORDS.
WE HELD A 100 FOOT OFFSET FOR THE ACCEPTED RIGHT OF WAY OF CENTURY DRIVE PER
MONUMENTS FOUND ALONG THE EASTERLY RIGHT OF WAY MONUMENTS NO. 5 & NO. 6 PER (R2).
THIS LOCATION FOR THE WESTERLY RIGHT OF WAY OF CENTURY DRIVE DETERMINED IN (R2) IS
FURTHER EAST OF THE RIGHT OF WAY WHEN THE DEEDS WERE CRAFTED (D1,D2). THIS IS BASED
UPON ALL OF THE DEED CALLS FROM THE RIGHT OF WAY LINES IN (D2) AND WHAT WE MEASURED
TODAY ARE LONG BY 0.93 FEET TO 1.92 FEET. WE HELD THE INTERSECTION OF THIS CALCULATED
WESTERLY RIGHT OF WAY AND A LINE BETWEEN FOUND MONUMENTS NO. 1 AND NO. 3 TO
DETERMINE THE NORTHEAST PROPERTY CORNER.
WE ESTABLISHED THE SW CORNER (REFERENCE PT "A") OF THE SUBJECT PROPERTY BY HOLDING
THE BEARING BETWEEN MONUMENTS NO. 1 AND NO. 2 AND THE RECORD DISTANCE OF 200.15
FEET PER (D1). THE PROPERTY EXCEPTED OUT IN (D1) IS ALSO DESCRIBED IN (D2). BOTH (D1)
AND (D2) HOLD THE SAME BEARING FOR THE NORTH AND SOUTH PROPERTY LINES. WE HELD THE
BEARING FOR THE NORTH LINE OF SUBJECT PROPERTY FOR THE NORTH AND SOUTH LINES OF THE
SUBJECT PROPERTY AND (D2). THE SOUTH LINE DESCRIBED IN (D1) IS 215.77 FEET AND THAT
PORTION EXCEPTED OUT ALONG SOUTH LINE IN (D1) & NOTED IN (D2) IS 144.95 FEET. WE HELD
THE DIFFERENCE OF 70.82 FEET FOR THE LINE FROM REFERENCE POINT "A" TO ESTABLISH
REFERENCE POINT "B". WE HELD THE BEARING ALONG THE WEST LINE OF THE SUBJECT PROPERTY,
REFERENCE POINT "B" AND RECORD DISTANCE OF 60.00' TO ESTABLISH REFERENCE POINT "C". WE
HELD THE BEARING FROM THE NORTH LINE OF THE SUBJECT PROPERT, REFERENCE POINT "C" AND
THE CALCULATED WESTERLY RIGHT OF WAY OF CENTURY DRIVE TO ESTABLISH REFERENCE POINT
» D,,
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
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