HomeMy WebLinkAboutSurvey 20880N 1/4 Corner Section 5
Held 3.25" Aluminum Cap
Per OCRR # 0111 S89'56'24"E 1319.28'(R4)
�S89'59' 18"E(R3)S89'59'30"E 56.57'(M,RB) BASIS OF BEARINGS
_--_--_--_-----_--_-- N89'59'30"W(M,R1) 1319.85'(M) 1319.97(RI)
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S89'58'46"E 660.58'(R3)
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330.30'(M)
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----- ------------ N89'58'56"W 660.59'(M)
S89'58'46"E 660.58'(R3)
1 A S89'58'45"E 660.65'(R5)
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0 - North 0.15', East 0.45'
RECORD OF SURVEY
AUGUST 2022
THAT PARCEL OF LAND DESCRIBED IN
WARRANTY DEED DOCUMENT NO. 2022-22392,
RECORDED IN DESCHUTES COUNTY OFFICIAL
RECORDS, LOCATED IN THE NE 1 /4 OF SECTION
05, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY,
OREGON
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marked 2293"
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marked 'LS 2293"
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S89'S8'39"E 330.46'(M)
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N89'58'39"W 330.46'(M)
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S89'58'30"E 330.46'(R3)
S89'58'30" 330.46'(R3)
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198.08'(R3)
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330.62'(R3)
330.62'(R3)
330.63'(M)
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CNC 1/16 Comer Section 5
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Found
5/8" Rebor Cap
Marked
Dejornatt LS2208
Held 5/8" Rebar No Cap
South
0.50' of Line
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PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING,
INC., 920 SE ARMOUR RD
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N89'58'23"W 1337.03'(M)
N89'58'W 1337.16'(R7)
N89'59'46"W 1337.06'(R2)
N89'58'14"W 1336.98'(R3)
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
CII(M)
2894.79
279.56
279.46
SS-29-23-W
5032'00"
CI(R3)
2894.79
279.56
279.45
S502V49'W
503ZW
C2(M)
2894.79
131.96
131.95
S4001'440W
20W43"
C2(R3)
2894.79
131.93
131.91
S40011'90W
2036W
C3(M)
2894.79
147.6o
u7.59
S604r44"W
2055'1r
C3(R3)
2694.79
147.64
147.62
86047'09"W
2055'20"
BEND, OR 97702 (541) 382-8882
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NE 1/16 Corner Section 5
Held 5/8" Iron Rod No Cap
Per (R7)
661.25'(R3)
--_ 661.26'(M) _--_-
SURVEYOR'S CERTIFICATE:
I, Robin Michael Tye, a Registered Professional Land Surveyor No. 65719 in the
State of Oregon, do hereby certify that I or those under my direct supervision
have made a survey of the lands shown on this plat of survey and further
certify that said lands were correctly surveyed according to State Statutes
and the Rules of Common Law.
SURVEYOR'S NARRATIVE:
The purpose of this survey was to establish the boundary lines of that
property described in Document No. 2022-22392, Deschutes County Official
Records, being located in the Northwest One -Quarter of the Northeast
One -Quarter of Section 5, Township 17 South, Range 12 East, Willamette
Meridian, Deschutes County, Oregon. Control for this survey was based on the
deeds and referenced surveys on this survey map and existing monuments
found during the course of this survey. The Basis of bearings for this survey
was the North line of said Northwest One -Quarter of the Northeast
One -Quarter of Section 5 per (R1), I located the Northwest, Northeast, and
Southeast corners of said Northwest One -Quarter of the Northeast
One -Quarter of Section 5. 1 then located the monument at the intersection of
the South line of the Northwest One -Quarter of the Northeast One -Quarter of
Section 5 and the East Right -of -Way of the Old Bend Redmond Hwy to
calculate the position of the Center -North -Center 1/16 corner to complete
said Northwest One -Quarter of the Northeast One -Quarter of Section 5. 1 then
proceeded to complete the Breakdown of the Northwest One -Quarter of the
Northeast One -Quarter of Section 5. Monuments found and set during the
course of this survey are as shown on the subjoined survey map.
CLIENT: MOSE LENOWITZ
DESCHUTES COUNTY SURVEYOR
FILED Ot 08 20zzBY: CC) l l I.
LEGEND
• = FOUND PER NOTED RECORD
0 = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
= CALCULATED POSITION ONLY, MONUMENT
SEARCHED FOR AND NOT FOUND,
UNLESS NOTED OTHERWISE
(R1) = SURVEY BY T. BURTON (CS 02218)
(R2) = PARTITION PLAT NO. 1994-17
BY G. DEJARNATT (CS 11849)
(R3) = SURVEY BY S. FRESHWATERS
(CS 20874)
(R4) = SURVEY BY R. POVEY (CS02237)
(R5) = SURVEY BY R. BURTON (CS02229)
(R6) = PLAT OF LOVESTONE ACRES -FIRST
ADDITION BY M. TYE (CS08029)
(R7) = SURVEY BY T. BURTON (CS 02220)
(R8) = SURVEY BY G. COLVIN (CS 02222)
(C) = Calculated
(M) = Measured
W.O. # 9904-04
SCALE.1 "=100'
8161TI ml
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON "
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RENEWS:
PLATE ONE OF ONE
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CS20880