HomeMy WebLinkAboutSurvey 20220LEGEND
9 = Found 5/8" Iron rod as noted.
0 = Set 5/8" Iron rod with yellow plastic cap
marked "SCE&S", unless noted otherwise
(R1) = PARTITION PLAT NO. 1999-47 (CS13874)
(R2) = PROPERTY LINE ADJUSTMENT SURVEY BY
EASTMAN (CS18452)
(C)
= Calculated
(M)
= Measured
PP =
PARTITION PLAT
P
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N89031'34"E 121.87' (R2)
N89031'34"E 121.75' (R2)
PARCEL 2 & A PORTION OF
PARCEL 1, PP 1999-47
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0 (TAX LOT 4201,
r MAP 15 13 16CB)
co coDOCUMENT NO. 2018-015301
o BEFORE: 15,336 S.F.
o AFTER: 14,961 S.F.
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P
N0°08'53"W
1.00,
(R1)_
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N89031'37"E 85.00' (R1)
N89031'34"E 0.12' (R2)
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A PORTION OF PARCEL 1,
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PP 1999-47
0
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(TAX LOT 42009
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MAP 15 13 16CB)
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DOCUMENT NO.
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2018-015301
N815 006"E
S89028'46"W 206.87' (R1)
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BEFORE: 6,547 S.F.
AFTER: 6,922 S.F.
(R1)
LINE TO BE
ADJUSTED
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5/8" IR W/CAP BASIS OF BEARINGS (R2) z N N89°2846"E o
(R2) N8902846"E 70.12' (R2) & (M) _1 15.00' (M) 6
(R1) ih
5/8" IR W/CAP �^ o
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NEW LINE P o z
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PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
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5/8" IR NO CAP
(R1)
AREA OF
ADJUSTM NT
325 S.F
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- 30.00' 30.00'
5/8" IR NO CAP
CS13659
SE CORNER
PARCEL 2, PP
1999-47 I
RECORD OF SURVEY
PROPERTY LINE ADJUSTMENT
MAY 2020 PLANNING # 711-16-000097—LLA
TRACTS OF LAND (PARCELS 1 & 2, PARTITION PLAT N0. 1999-47)
LOCATED IN THE NAP 1/4 OF THE SAP 1/4 OF SECTION 16
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
SURVEYOR'S CERTIFICATE:
I, Daniel T. Burton, a Registered Professional Land Surveyor No. 2248 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 monument a property line adjustment per my
clients' direction and as approved by the City of Redmond.
Control for this survey was based on the referenced surveys shown on this survey
map and existing monuments found during the course of this survey.
Basis of bearings for this survey was CS18452 where monuments were found and held
per the referenced (R2) survey. All found monuments fit very well with record data
and therefore were held in their found position and the boundaries of said subject
properties were reestablished by holding shown record or measured data. The common
line between said properties was then adjusted as requested by our client. Monuments
found and set during the course of this survey are as shown on the subjoined survey
map.
SCALE: 1 "-20.9
20 0 20
CLIENT: WELL —PLUMBED LLC — KEN STILWELL
DESCHUTES COUNTY SURVEYOR
FILEDs zozo BY: _DunL91.b&0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
W.O. # 8215-4 PLATE ONE OF ONE
�S 20220