HomeMy WebLinkAboutSurvey 21280RECORD OF SU RVEY
LOCATED IN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 17
AND THE SOUTH EAST QUARTER (SE1/4) OF SECTION 18,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24
LEGEND:
CENTERLINE
ROAD RIGHT-OF-WAY
SUBJECT PROPERTY BOUNDARY
DEDICATED RIGHT-OF-WAY
TAX LOT LINE
SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC
CAP MARKED "S&F LAND SERVICES"
SET 1-1/8 INCH COPPER PLUG
STAMPED "SF LAND SERVICES"
FOUND MONUMENT, HELD UNLESS OTHERWISE NOTED
(SEE FOUND MONUMENTS TABLE FOR DESCRIPTION)
( )
RECORD DATA PER CITED REFERENCE
YPC
YELLOW PLASTIC CAP
OPC
ORANGE PLASTIC CAP
FOUND
MONUMENTS TABLE
POINT NO.
DESCRIPTION
100
5/8"
IRON
ROD
WITH
YPC
STAMPED "TYE ENGINEERING"
(C)
101
5/8"
IRON
ROD
WITH
NO
CAP (FOUND PER A)
105
5/8"
IRON
ROD
WITH
OPC
STAMPED "HHPR INC." (A)
106
5/8"
IRON
ROD
WITH
YPC
STAMPED "TYE ENGINEERING"
(FOUND PER A)
107
5/8"
IRON
ROD
WITH
YPC
STAMPED "TYE ENGINEERING"
(C)
108
ALUMINUM
CAP
1-1/2" STAMPED OREGON STATE HIGHWAY DIVISION 124+00 (D)
109
5/8"
IRON
ROD
NO CAP
(D)
110
5/8"
IRON
ROD
WITH
OPC
STAMPED "HHPR INC." (A)
111
5/8"
IRON
ROD
WITH
YPC
STAMPED "TYE ENGINEERING"
(C)
112
5/8"
IRON
ROD
WITH
YPC
STAMPED "TYE ENGINEERING"
(C)
CURVE TABLE
CURVE NO.
DELTA
RADIUS
LENGTH
CHORD
CHORD LENGTH
Cl
38' 13'30"
470.00'
313.56'
S46'05'30"W
307.78'
(A)
(38" 12'09")
(470.00')
(313.38')
(N46'00' 1 1 "E)
(307.60')
C2
38' 13'30"
500.00'
333.58'
N46'05'30"E
327.42'
(A)
(38' 12'09")
(500.00')
(333.38')
(N46'00' 1 1 "W)
(327.24')
C3
38' 13'30
530.00'
353.59'
N46'05'30"E
347.07'
(A)
(38'12'09")
(530.00')
(353.38')
(N46'00'1 1 "W)
(346.87')
100, 0 50' 100' 200'
SCALE: 1 " = 100'
S89'28'57"E 59.91'
(S89'39'18"E 59.91')(A)
TAX LOT
181218DD00099
N65'38'44"E 71.92'
(N65'06'16"E 71.91')(A)
PARCEL 1
PARTITION
PLAT 2018-15
NO3" 14'47"E 67.94'
(S03-04'26"W 67.94')(A)
NO3' 14'52"E 88.29' -
(NO3'04'26"E 88.27')(A)
(N01'55'57"W 141.09')(A)
N01'44'53"W 141.04'---\
110 PARCEL 2
O PARTITION PLAT
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56.00'
(55.98')(A)
TAX LOT
-112 1812170002004
iS2g� TAX LOT
28 30» 1812170002006 DESCHUTES COUNTY SURVEYOR
S;76e18,15 529 9(9 A
BASIS OF B 530.0 0 �O S76' 18' 15"E - O 3 1 �iZ i► t' S
EARINcS 61.68'
(30.84')(A) i 107
30.84' ' NARRATIVE:
o) f -30.84'
(30.84')(A)
o
0
40
o
�^� �ryM�ry
PARCEL I
7.55 ACRES±
TAX LOT 1812170002000 0 oI `tio10,'
/
.i
610,
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10CID
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co
�i 109
co Q
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110
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O
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h
87.83' o N
.�105 (87.84')(A) aohh`b.
PARCEL II �tv �
1.02 ACRES±
TAX LOT 1812170002500
106
i NOT HELD, BEARS
S22'52'52"W 0.36'
PER (A)
� SET
S89'51'15"W 42.22'
(S89'30'20"W 42.22')(B)
SEE DETAIL 'A'
C
J
CALCULATED
BEARING/BEARING
INTERSECTION
�r
�O
o_ `r
i� Lo
t�
Ln
Lo-
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zz
MONUMENT ----�
S01'44'53"E 0.29' 101
(S01'55'57"E 0.29')(A)
FROM CALCULATED
CORNER, HELD FOR
LINE ONLY
THE PURPOSE OF THIS SURVEY WAS TO RETRACE AND MONUMENT PARCEL I AND PARCEL II
PER THAT CERTAIN STATUTORY SPECIAL WARRANTY DEED, RECORDED SEPTEMBER 24, 2020
AS DOCUMENT NO. 2020-49533, DESCHUTES COUNTY OFFICIAL RECORDS, TO FULFILL ITEM
1 OF TABLE A, ALTA/NSPS LAND TITLE SURVEY OPTIONAL SURVEY RESPONSIBILITIES AND
SPECIFICATIONS.
MANY OF THE MONUMENTS SET PER REFERENCE (A) WERE DESTROYED DURING THE
CONSTRUCTION OF AN APARTMENT COMPLEX. FOUND MONUMENTS SHOWN HEREON WERE
HELD UNLESS OTHERWISE NOTED.
SET MONUMENT POSITION FOR THE WEST BOUNDARY OF PARCEL I, WERE CALCULATED BY
SCALING AND ROTATING RECORD DIMENSIONS PER REFERENCE (A) BETWEEN MONUMENTS
105 AND 112.
SET MONUMENT POSITIONS FOR THE EAST BOUNDARY OF PARCEL I, WERE CALCULATED BY
HOLDING FOUND MONUMENTS ALONG THE EAST RIGHT-OF-WAY OF SW ATWOOD DRIVE AND
OFFSETTING 60.00 FEET WEST PER REFERENCE (A).
THE NORTHEAST CORNER OF PARCEL I WAS CALCULATED BY HOLDING RECORD DISTANCE,
PER REFERENCE (A), FROM MONUMENT 107 ALONG A LINE BETWEEN 107 AND 112.
SET MONUMENT POSITIONS ALONG THE SOUTH LINE OF PARCEL 11 WERE CALCULATED AT
RECORD DISTANCES PER REFERENCE (B), FROM MONUMENTS 101 AND 100.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM
(COCS) BASED ON CPS OBSERVATIONS AT FOUND MONUMENTS 112 & 107 UTILIZING THE
OREGON REAL-TIME GNSS NETWORK (ORGN) AND DESCHUTES 13 TRANSFORMATION, BEING
SOUTH 76' 18' 15" EAST ALONG THE NORTHERLY LINE OF PARCEL I, AS SHOWN HEREON.
SURVEY REFERENCES:
(A) PROPERTY LINE ADJUSTMENT BY JOHN TAYLOR HAGLUND
FILED APRIL 15, 2014 AS CS18675, DESCHUTES COUNTY OFFICIAL RECORDS
(B) RIGHT OF WAY DEDICATION DEED, INSTRUMENT NO. 2021-60744
FILED OCTOBER 28, 2021, DESCHUTES COUNTY OFFICIAL RECORDS
(C) BOUNDARY SURVEY BY WILLIAM R. TYE FILED NOVEMBER 22, 1999, AS
CS13846, DESCHUTES COUNTY OFFICIAL RECORDS
(D) PLAT OF SURVEY BY JAMES R. TYE FILED NOVEMBER 4, 1991 AS CS
05054, DESCHUTES COUNTY OFFICIAL RECORDS
S,o 22 32 6 "W 32
E 2.09(
N69'57'31 "W 0.85'
N70' 18'26'W 0.85 (A)(B)
PARCEL II
S89'51'15"W 29.01'
S89'30'20"W 29.06'(B)
RIGHT-OF-WAY DEDICATION PER
INSTRUMENT NO. 2021-60744
DETAIL 'A' S&F LAND SERVICES MAKES NO
SCALE 1" = 5' WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
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