HomeMy WebLinkAboutSurvey 21651\
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1
10.00' WIDE
PUBLIC
U TI L[TV
PROPERTY LINE ADJUSTMENT
LOT 1
CITY OF BEND PROJECT NUMBER: PLPLAM20250322
FOR ALVI N & CH RI STI N E EASTWOOD
o BETWEEN PARCELS 1 AND 2, PARTITION PLAT NO. 2024-19
A REPLAT OF LOT 13, RIVER'S EDGE VILLAGE, PHASE III,
Z O
LOCATED IN THE SW 1 /4 SE 1 /4 OF SECTION 20,
EASEMENT \ a < TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., IN THE CITY OF
PER (R,) �\ \ ��, BEND, DESCHUTES COUNTY, OREGON
SCALE: 1 "=20' \ LOT 2
13
� 6.12' oo 2�
O 6.12 (R2) \ -52. UO
RIVER'S EDGE VILLAGE, o
PHASE III ,•w�� \ N a, No.
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S10*18'24"E
LOT B TRACT IPA$' 0 4.24' \
COMMON 7013 SF BEFORE
I 7047 SF AFTER o'��� r� ° S
I (0.05 AC WATER) / �`OP�\NC'
/ A,"�'.% �o r' 0 S PGE
PARCEL 1 C , ♦ = L
PP 2024-19 do co TRANSFER 5
�00 '� ♦ ♦ AREA „1„ COMMON B
RIVERS EDGE i r� ,,,5� ♦ ♦ \
GOLF, LLC I oo I �° �° ♦ ♦ = 111 SFAt
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TRACT. B \ \ a
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7912 SF AFTER \
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77 SF / of h�ry \
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4.79' PARCEL 2 '`b \
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3 GOLF EASEMENT
PER BOOK 2023, I LOT 12
PG. 16135, DES.
CO OFFICIAL
RECORDS I RIVER'S EDGE VILLAGE,
p \-iNE
o z0 I PHASE III AD�US4 43"w
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SURVEYORS NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY
LINE BETWEEN PARCELS 1 AND 2, PARTITION PLAT NO. 2024-19
(R2) TO MEET OREGON BUILDING CODES FOR THE EXISTING
STRUCTURES BUILT ON THE PARCELS.
WE FOUND AND HELD THE MONUMENTS AS SHOWN PER (R1)
AND (R2). NEW MONUMENTS WERE SET AS SHOWN AND
WITNESS CORNERS SET DUE TO EXISTING BUILDING CORNERS.
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 29.
LEGEND
• FOUND MONUMENT AS
5 NOTED, SEE MONUMENT
TABLE FOR DESCRIPTIONS
_0 SET 5/8" X 30" IRON ROD
WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING it
❑ SET 1" COPPER PLUG
STAMPED "TYE ENGINEERING"
' IN CONCRETE
(R1) RIVER'S EDGE VILLAGE,
PHASE III, BY PHILIP
BALDNER, PLS 2489, FILED
6-16-1993, CS11491
4.24' (R2) PARTITION PLAT NO. 2024-19
BY DIRK DURYEE, PLS 65694,
FILED 08-14-2024, CS21369
NEW DEED REFERENCE
A NEW DEED PERFECTING THIS PROPERTY LINE
ADJUSTMENT HAS BEEN RECORDED NOVEMBER 24, 2025,
IN BOOK 2025, PAGE 032336, DESCHUTES COUNTY
OFFICIAL RECORDS.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
44.13'
1041.66'
22.07'
S19'59'39"E
44.12'
2'25'38"
C2
9.61'
2272.02'
4.81'
S21.06'35"E
9.61'
0014'33"
RECORD CURVE
DATA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl R1
44.14'
1041.66'
22.07'
S19*18'38"E
44.13'
02'25'40"E
Cl R2
44.13'
1041.66'
22.07'
S19'5939"E
44.12'
02'25'38"E
C2 R1
9.54'
2272.02'
4.77'
N20'19'55"W
9.54'
00*14'26"
C2 R2
9.61'
2272.02'
4.81'
N21'06'35"W
9.61'
00*14'33"
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
FOUND
5/8" IRON
ROD, NO CAP PER (R1)
2
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED
"HWA" PER (R1)
3
FOUND
5/8" IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R2)
4
FOUND 5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED
"HWA" PER (R1)
5
FOUND
5/8" IRON
ROD, NO CAP PER (R1)
6
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING" PER (R2)
7
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING" PER (R2)
8
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING" PER (R2)
a
N
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RENEWS: 12/31 /25