HomeMy WebLinkAboutSurvey 21429VILLAGE AT OAK TREE PHASE II
PROPERTY LINE ADJUSTMENT
NW CORNER, N89 5316 E (R1,R3)
PARCEL 1 N89'53'46"E 466.87'
PP 2007-66 CITY OF BEND PROJECT NUMBER: PLPLAM20240129
205.00' 0 - 261.87' FOR HOUSING WORKS
0 147.08' 57.92' 191.80' 70.07' PARCELS 1, 2 AND A PORTION OF PARCEL 3, PARTITION
147.06' (R1) N89.52'46"E - LOCATED TED I N THE N W 1 4 S W 1 4 OF
I 249.72 70.00' (R2) PLAT NO. 2007 66, C � �
249.78 (R1) SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
�- 5.00' N89'52'46"E 249.75' (R2)
SLOPE EASEMENT CITY OF BEND, DESCHUTES COUNTY, OREGON
PER (R1)
SURVEYORS NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT AND ADJUST THE PROPERTY
LINE BETWEEN THE 2 TRACTS AS SHOWN. BOTH PROPERTIES ARE OWNED BY
I EXCHANGE CENTRAL OREGON REGIONAL HOUSING AUTHORITY DBA HOUSING WORKS. TRACT
AREA "A" IS PARCEL 1, PARTITION PLAT NO. 2007-66 AND TRACT "B" IS PARCEL 2
0.39 AC AND A PORTION OF PARCEL 3, PARTITION PLAT NO. 2007-66 BEING ADJUSTED
I IN CITY OF BEND PROPERTY LINE ADJUSTMENT PZ-17-0804.
i
MONUMENTS FOUND AS SHOWN FIT WELL WITH RECORD AND WERE HELD. NO
_ UNUSUAL CIRCUMSTANCES WERE ENCOUNTERED DURING THE COURSE OF THIS
o ( o SURVEY.
_ w
ce a� I ,.._
TRACT $$A$' 'co N - � 0 z TRACT »B» SCALE: 1 =40' BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
0:10)4 4 '� I 1.14 AC BEFORE � � 3 o J oo w COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
� � � 0 2.62 AC BEFORE � 0
M M w I 1.53 AC AFTER 3 o 00 `� w 2.23 AC AFTER °'. BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
3 3 o I o- co m o M M MDRS) WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE
o N o o o N 3 3 COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13
0 0 o I o 0 0o f-- 0 a TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL
000 I 0 0 z w o 0 � V) DATUM IS NGVD 29.
zz con
zz
Z cn
o,,o
o.
0 0
I
0
z z z
I
ADJUSTED
_
LINE
I
N �6'26'S4„
I
59.30, �V
EXISTING ACCESS
S24 3 ,
N00'02'44"W
EASEMENT (R1)
S74 58� 93
29 48
EkSnNG� F 932,s
10.00 (R3)
S00 03 04 E
10.00'
0 - _ _
It SEE
o
5.00' EXISTING PUBLIC
UTILITY &SIDEWALK
0 M
£ASEMENTPEE ����
cow -.DETAIL
�'
EASEMENT PER (R3)
M�
� (R3) R
�
BELOW, N
11
, „ ,
I.L9
8 44,18, 5 W
N 89 57 03 E 89.83
C1 (R2
1 44.25'- =
I
s89.58'S7"W 165.31' (R2) S89'58'57"W
N89'57'20"W 89.86' (R1)
N89'S7'16"E 90.0T (R3)
3 ` I - - I - -
45. 2' ` ' -`
165.34' (R1)
- - 165.31' - - -- - - 12 70.00 (R2) -
- - - 70.01'
5
O
- -
S� 5
N75.*49'27 w9'o8"E O C2 6
50
S89059'28"W 235.32'
O6 W 45 23,' (R1)
S89.59'15 »W (R1)
(R3)
N89 58 59 E (R3)
-
NE CONNERS AVENUE
_� N�6'26'S4»
0.67 FROM r 575. _ W 59.
PROPERTY CORNER � � � � S75.4g,2,13"E 5� 8g, 3� _ TRACT �� B»
TO EASEMENT E 57.89p
,n N 0R1)
C3
S25TRACT »A»do .49 '" ooQo
'51�8' � Wp Z
ACCESS
0o Q�,78,(R
0o`
Zo_ , _ EASEMENT DETAIL
z C10)-SCALE: 1 "=20'
_
1.14' (R1) p -
s to rn
�� 8 N7 . � 3
9'53" �t ar 3
i ` �44.18' W n I o0 o M 100 w
9 (R2 rnLo -
rn•
_ S, 44• 25> > ` 6.10 (R1) rn l o '00 o rn l o 0 0,
5'49'08„ 6.09' ( 0 0 N r l 0 0 6
- cn 0 0 vi
N�5.4g'22"WS'32' E ----tcn-23.99' (R1) -Icn �----------
5 50'06"W 45.28' (R1) O C2 24.00
23 (R3) O S89'59'28"W
LEGEND
• MONUMENT FOUND AS NOTED, SEE MONUMENT TABLE FOR DESCRIPTION
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
(R1) PARTITION PLAT NO. 2007-66, BY JAMES D. PERRY, PLS 2407, FILED 11-02-2007, CS17543
(R2) PROPERTY LINE ADJUSTMENT, PZ-17-0804 BY PATRICK GAGE COLE, PLS 79157, FILED
08-07-2018, CS19708
(R3) CARPENTER SUBDIVISION BY DAVID R. WILLIAMS, PLS 2686, FILED 08-18-1999, CS13736
(R4) CONNERS I CONDOMINIUM PLAT BY DIRK P. DURYEE, PLS 65694, FILED 10-20-2021, CS20642
NOTE: EASEMENTS SHOWN ON THIS PROPERTY LINE ADJUSTMENT MAP ARE PER
TITLE REPORTS AMERITITLE ORDER NO.'S 624753AM DATED FEBRUARY 28, 2024
AND 624757AM DATED FEBRUARY 27, 2024.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
57.14'
230.00'
28.72'
N82'53'52"W
56.99'
1414'00"
C2
41.98'
170.00'
21.10'
S83'02'07"E
41.87'
14'08'56"
C3
25.73'
116.00'
12.92'
S82'10'31 "E
25.68'
12'42'36"
C4
52.59'
34.00'
33.19'
N44*13'16"W
47.50'
88'37'06"
C5
15.47'
10.00'
9.76'
N44'13'16"W
13.97'
88'37'06"
C6 731.06'
140.00'
15.59'
S82.10-31 "E
30.99'
12'42'36"
RECORD CURVE
TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1 (R1)
57.08'
230.00'
N82'56'04"W
56.94'
14*13'13"
C1 (R3)
57.04'
230.00'
N82'56'25"W
56.90'
14*12'38"
C2 (R1)
42.10'
170.00"
N82'55'06"W
41.99'
14*11'18"
C2 (R2)
42.08'
170.00'
N82'55'35"W
41.97'
14.10'56"
C2 (R3)
42.08'
170.00'
N82'5533"W
41.97'
14*10'55"
C3 (R1)
25.73'
116.00'
S82'10'44"E
25.68'
12'42'36"
C4 (R1)
1 52.59'
34.00'
N44.13'29"W
47.50'
88'37'06"
C5 (R1)
15.47'
10.00'
N44'13'29"W
13.97'
88'37'06"
C6 (R1)
31.06'
140.00'
S82-10'44"E
30.99'
12.42'36"
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
FOUND
NAIL & 1" WASHER STAMPED "HWA" PER (R1)
2
FOUND 5/8" IRON
ROD WITH
YELLOW PLASTIC CAP, BROKEN, ILLEGIBLE PER (R1)
3
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "D.E.A. INC" PER (R1)
4
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP, ILLEGIBLE PER (R2)
5
FOUND
5/8" IRON
ROD, NO CAP, LEANING WESTERLY, SHOT AT BASE PER (R2)
6
FOUND 5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "HWA" PER (R2)
7
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "HWA" PER (R3)
8
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP, BROKEN, ILLEGIBLE PER (R1)
9
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP, BROKEN, ILLEGIBLE PER (R3)
10
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "D.E.A. INC" PER (R1)
11
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "D.E.A. INC" PER (R1)
12
FOUND
5/8" IRON
ROD WITH
YELLOW PLASTIC CAP STAMPED "D.E.A. INC" PER (R1)
NEW DEED REFERENCES:
NEW DEED PERFECTLY THIS PROPERTY LINE
ADJUSTMENT HAVE BEEN RECORDED
DECEMBER 9, 2024, IN BOOK 2024, PAGE
31988, DESCHUTES COUNTY OFFICIAL
RECORDS.
RENEWS: 12/31 /25
2 1429
DESCH=M CrOUNTf 64"Im- VEY01M,
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