HomeMy WebLinkAboutSurvey 20639D E S C u U T E S
NW CORNER
SECTION 9
2-1/2" BRASS CAP
STAMPED
"LS 706 1974"
PER OCRR 606
TRACT 11
TRACT 12
SECTION 4
N89'54'46"W 1321.32'(R1)(C) SECTION 9
TRACT 13
TRANSFER TRACT W
CC 0.09 Acres
TRACT 33
WEST 1/16TH CORNER
SECTION 9
NOT TIED THIS SURVEY
TRACT 32
PROPERTY LINE ADJUSTMENT
58851 58 E CAP 431.39'(M)(R1) BASIS OF BEARINGS (R1)
63.76_(C)(R1)�� - -- _183.81'(M)(R1) -_ L4GONE
.! __ __ __ __ S88'51'58"E 108.07'(M)(R1)
224.36 i 247.58'(M}(C)(R1)A, 281.152 DRAFTE__ D ON
__
v� S88'51'58"E 247.57'(C)(R1)(D2) I (R1) --
'r� S88'51'58"E 355.65'(M)(C)(R1)*
TRACT 14 ADJUSTED ,� � I o ^ 389.22'(D1)(D2)
22-Q9-no-tin LINE °`ry I Q o S88 51 58"E 378.87' TRACT 31
0
Q TAX LOT 114
Before: 0.62 Acres
Lj
Lj After: 0.56 Acres
(Vol. 2021, Pg. 58021, Exhibit B )
ZD
_ N88'51'58"W 247.57'(M)(R1)(D2)
I Tg�cZ
NO' 15
6.66'
NO' 15
2.86'
DETAIL
1" = 10'
22-09-09-BB
0 TAX LOT131
Ln Before: 0.90 Acres
After: 0.96 Acres
LINE TO
tiS". ;767 I BEAD ADJUSTED (Vol. 2021, Pg. 58021, Exhibit A )
2 >> � ,. L3
Gf� — NRR',1'C SR"In/ z�a n,'
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
TRACT 38
247-20-000784-LL
TRACT 14 AND TRACT 31 HANER PARK
RESURVEY, LOCATED IN THE NW 1/4
OF THE NW 1/4 OF SECTION 9,
TOWNSHIP 22 SOUTH, RANGE 9 EAST,
WIL METTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SEPTEMBER 2021
LEGEND
i = FOUND 5/8" ROD ROD WITH CAP MARKED "BAXTER SURVEYING" PER (R1)
OR AS NOTED.
0 = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S"
(R1) = RE —SURVEY OF "HANER PARK" BY R. BAXTER (CS17122)
N
�=
(M) =
MEASURED
0
(C) =
CALCULATED
(D1)=
STATUTORY WARRANTY DEED 2019-48951
(D2)=
STATUTORY WARRANTY DEED 2020-40752
W
N
b
SCALE: 1 "-50'
SURVEYOR'S NARRATIVE:
o THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE COMMON PROPERTY LINE
o BETWEEN THOSE TRACTS RECORDED AS STATUTORY WARRANTY DEED 2019-48951
o (D1)(TRACT 131), AND STATUTORY WARRANTY DEED 2020-40752 (D2), DESIGNATED
AS TRACT 31 AND TRACT 14 ON CS17122(R1).
THE BASIS OF BEARINGS IS THE NORTH LINE OF SAID TRACTS BETWEEN THE RECORD
iN
z MONUMENTS FOUND ON THIS LINE, WITH THE BEARING TAKEN FROM (R1).
i CAP
GONE
CONTROL FOR THIS SURVEY WAS BASED ON THE REFERENCED SURVEY, CS17122,
FROM THE RECORD MONUMENTS FOUND AS CALLED FOR ON SAID SURVEY. ALL
MONUMENTS FOUND FIT RECORD DATA.
ONE DISCREPANCY, AS NOTED WITH *, IS INCORRECT DISTANCES, BY APPROXIMATELY
33.5 FEET, LISTED ON THE SURVEY AND DEEDS ON THE NORTH AND SOUTH LINES OF
TRACT 31. THESE DISTANCES APPEAR TO BE SCRIVENERS ERRORS. WHEN DISTANCES
ON ADJOINING TRACTS ARE USED TO DETERMINE THE DISTANCES IN QUESTION, THE
NOTED DISTANCES ARE THE RESULT, WHICH MATCH MONUMENT LOCATIONS.
MONUMENT LOCATIONS WERE HELD.
MONUMENTS FOUND AND SET DURING THE COURSE OF THIS SURVEY ARE AS SHOWN
ON THE SUBJOINED SURVEY MAP.
SURVEYOR'S CERTIFICATE: REGISTERED
I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND PROFESSIONAL
SURVEYOR NO. 2248 IN THE STATE OF OREGON, DO HEREBY LAND SURVEYOR
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 OREGON
CORRECTLY SURVEYED ACCORDING TO STATE STATUTES AND JMUARY 15. 1987
THE RULES OF COMMON LAW. DANIEL T. BURTON
2248
CLIENT: PETER MARTIN
RENEWS 12/31 /21
W.O. # 9267-04a PLATE ONE OF ONE
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