HomeMy WebLinkAboutSurvey 21495PROPERTY LINE ADJUSTMENT
CITY OF BEND PROJECT NO. PLPLAM20240670 DESCHUTES COUNTY SURVEYOR
FILED #J11Y L2025- (lr'hs
BETWEEN THE E&R BENDER JOINT TRUST AND RANDY & ASTRID MILLS --
BEING PARCEL 1, PARTITION PLAT N0. 2004-22 AND LOT 53, SUNDANCE
SCALE: 1 "=30' MEADOWS, LOCATED IN THE NE 1 /4 NE 1 /4 OF SECTION 3, TOWNSHIP 18
SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES .COUNTY, OREGON
4 3 2 �
KAYLA CROSSINGS, PHASE 1
N89'41'25"E 380.09'
N89041'43"E 340.46' (R1)
40.00' N 89'41' 25"E 340.09'
------ 224.84'
N89'41'43"E 225.13' (R1) CALCULATED
N89'40'29"E 225.00' (R2) POSITION,
NOTHING SET
PARCEL 1
PP 2004-22
N 00
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" 28672 SF (0.66 AC) BEFORE N
S89'15 58 E 10.00 (R2) 28977 SF (0.67 AC) AFTER 3 w 00
00 S88'25'09"E 10.00' (R1) v, �t
Z Z S88'06'35"E 10.14' � N
LINE TO BE ADJUSTED r)r)
0 0 b
O
00
00 O
3 Nz V
2 S00'11'37"W 30.00' (R2)
TRANSFER AREA Soo'12'09'W 29.91' (R1)
f N00'18'06"E 30.04'
=
305 SF
LINE TO BE ADJUSTED N89'36'06"E 214.00' (R2)
Lo
N89'3526"E 213.97' (R1)
( 10.00' ADJUSTED LINE
N89034'10"E 213.97'
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w
M
n
'
80.42' (R1)
4 N89 3526"E 133.55' (R1)
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80. 42
N 89 3410E 133. 55
0
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0 o
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45.42 45.00of
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CD
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N89034'10"E 223.97'
W
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53
52
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TRACT �,B,�
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v to
7263 SF
Lo
N
(0.17 AC)
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co
N
w
6958 SF
o
0
o
(0.16 AC)
Z
z
o
AFTER
I
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45.43'
N 89'35'25"E
S8936'22"W
1
45.43' (R1)
51
50
49
115.25' —
115.33' (R1)
KAYLA COURT
44
CALCULATED 45
POSITION,
NOTHING SET
46
47
POGIS
S
48
N89035'25"E 270.07'
S89'36'22"W 270.05' (R1)
COPPERFIELD AVENUE
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
FOUND 5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R1)
2
FOUND 5/8" .IRON
ROD WITH RED PLASTIC CAP STAMPED "KARL PLS" PER (R2)
3
FOUND 5/8" IRON
ROD WITH, RED PLASTIC CAP STAMPED "KARL PLS" PER (R2)
4
FOUND 5/8" IRON
ROD WITH YELLOW PLASTIC CAP, BROKEN PER (R1) ILLEGIBLE??
5
FOUND 5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R1)
6
FOUND 5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R1)
7
FOUND 1/2" IRON
ROD, NO CAP PER (R3)
r_8
FOUND NAIL & WASHER STAMPED "HWA" IN SIDEWALK PER (R1)
LEGEND
• MONUMENT FOUND AS NOTED, SEE
MONUMENT TABLE FOR DETAILS
0 SET 5/8" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "TYE ENGINEERING"
(R1) SUNDANCE MEADOWS BY PETER MANLEY,
PLS 2214, FILED 1-31-2007, CS17209
(R2) PARTITION PLAT NO. 2004-22 BY ROBERT
KARL, PLS 1642, FILED 03-18-2004, CS15801
(R3) SURVEY BY JOHN EATON, PLS 252, FILED
3-13-1965, CS03596
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINE BETWEEN THAT
TRACT OF LAND CONVEYED TO ERIK K. BENDER AND RUBY B. BENDER, TRUSTEES
OF THE E&R BENDER JOINT TRUST, RECORDED MAY 29, 2024, IN BOOK 2024, PAGE
13267, DESCHUTES COUNTY OFFICIAL RECORDS AND THAT TRACT OF LAND
CONVEYED TO RANDY MILLS AND VICTORIA MILLS, RECORDED MARCH 24, 2021, IN
BOOK 2021, PAGE 18520, DESCHUTES COUNTY OFFICIAL RECORDS. SAID BENDER
TRACT IS DESCRIBED AS PARCEL 1 OF PARTITION PLAT 2004-22 AND THE MILLS
TRACT IS DESCRIBED AS LOT 53, SUNDANCE MEADOWS.
WE BEGAN OUR SURVEY BY SEARCHING FOR EXISTING MONUMENTS IN THE AREA.
DUE TO FENCE CONSTRUCTION MOST PINS ALONG THE BACK LINES OF THE LOTS IN
SUNDANCE MEADOWS HAVE BEEN DESTROYED. TO ESTABLISH THE NORTH LINE OF
TRACT "A" WE HELD MONUMENTS NO. 6 AND NO. 7 AND SINGLE PROPORTIONED TO
DETERMINE THE NE & NW CORNERS OF TRACT "A". WE CALCULATED THE SE
CORNER OF TRACT "A" BY DISTANCE DISTANCE, HOLDING RECORD DISTANCES PER
(R1) FROM THE CALCULATED NE CORNER OF TRACT "A" AND MONUMENT NO. 4. WE
HELD THE BEARING FROM THE CALCULATED SE CORNER OF TRACT "A" AND
MONUMENT NO. 4 EXTENDED TO THE WEST INTERSECTING WITH A LINE FROM FOUND
MONUMENTS NO. 3 AND NO. 5 FOR THE SW CORNER OF THE ADJUSTED TRACT "A".
WE HELD RECORD DISTANCE FOR THE NORTH LINE OF LOT 52 TO ESTABLISH THE NE
CORNER OF TRACT "B". WE HELD THE BEARING FROM FOUND MONUMENTS NO. 1
AND N0. 8. WE EXTENDED THIS LINE TO THE EAST AND HELD THE RECORD
DISTANCE ALONG THE SOUTH LINE OF LOT 53 FOR THE SW CORNER OF TRACT "B".
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.
THE SETTING OF A MONUMENT AT THE EASTERLY END OF THE 10.00' ADJUSTED
LINE HAS BEEN WAIVED BY THE COUNTY SURVEYOR'S OFFICE PER ORS 92.060
(3)(b)•
NEW DEED REFERENCE:
NEW DEED PERFECTING THIS PROPERTY LINE ADJUSTMENT HAS BEEN RECORDED
MARCH 10, 2025, IN BOOK 2025, PAGE 05533, DESCHUTES COUNTY OFFICIAL
RECORDS.
RENEWS: 12/31 /25
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