HomeMy WebLinkAboutSurvey 21410DESCHUTES COUNTY PROPERTY LINE ADJUSTMENT N0. 247-24-000188-LL
LOCATED IN THE E1/2 OF THE SE1/4 SW1/4 SW1/4 AND. IN THE W1/2 OF THE SW1/4 SE1/4 SW1/4
OF SECTION 34, TOWNSHIP 16 SOUTH, RANGE 11 EAST, W.M.,
DESCHUTES COUNTY, OREGON
SCALE.
1 " = 100'
TAX LOT 1500
15' EASEMENT B264 P69 7, B46 P498 -
30' EASEMENT B232 P214, B264 P693
N89'57'46 "E
(HELD) 329.77'
I (8)-S89°56'23"W 330.30'
(D)-S89°56' 16 "W 329.86'
TAX LOT 1402
ITIAL POINT
>S� 1164 (HELD)
7 330.66'
15' EASEMENT B264 P697, B46 P498
330.66'
DESCHUTES COUNTY SURVEYOR
pi ly. Co I s
N89'58'41 "E 1322.64'
SURVEY DATE: FEBRUARY 7, 2024
CS 1116, (HELD)
N00'30'09 "W 666.83' I
I I
CS 1164 (CALCULATED)
661.32'
LEGEND
-Q� 3-1/4 ALUMINUM CAP (MARKINGS AS SHOWN)
" << „
O FOUND 5/8 REBAR W/YPC MARKED OMAN PLS 702
TRACT 1
I I TRACT 2
I
CALCULATED POINT
E 1 /2 SE 1 /4 SW 1 /4 SW 1 /4
W 1 /2 SW 1 /4 SE 1 /4 SW 1 /4
• FOUND 1/2" REBAR, NO CAP
SECTION 31 T 16S R 11 E W.M.
�I
I SECTION 31 T 16S R 11 E W.M.
I
O FOUND 5/8" REBAR, NO CAP
TAX LOT 16113400 01800
TAX LOT 16113400 01801
O SET 1/2" PIPE W/YPC MARKED "POVEY & ASSOC."
ADJUSTED AREA 4.82 AC
I I ADJUSTED AREA 4.81 AC
I
YPC YELLOW PLASTIC CAP
I
TAX LOT 1700
-
STREET
CENTERLINE
I
I I
I
-
- SECTION
LINE
• L
TRANSFER PARCEL A
_
QD co2
I-- I
. TAX LOT 1801 TO 1800
I
LINE
TABLE
z z
Z
o-
o
o ; _
,1 -I- --,
�---� c, . I
7, 494 SF
v,
o
o
LINE
BEARING
DISTANCE
o
�n
00 00
00
cn _
L 1
,
S00 35 04 E
220.65
o
o rw
N
N
�' I CD
'�
• !� ADJUSTED LINE
o
L2
S80'45' 10 "E
81.12'
I o0
0
a' CO
o .
q I I
I
R'
L3
S09' 14'50 "W
"W
64.15'
I z
z
o o c°',.,
TAX LOT 1400
L4
S46' 12'54
94. 62'
co
rn
N N
L5
S00035'04 "E
66.53'
a,
v
rn co •
LINE TO BE i
v
L6
N22035'23"E
127.06'
o
Q
� � R'
ABANDONED
Door
L7
S00:35'04'*
90.99
o c1
co
I
L8
S89 57 51 W
50.00
-
rn rn
L9
N00035'04 "W
141.83'
0 0
• I
I
L 10
S00035'04 "E
208.28'
o `�
L 11
N89'5834 "E
991.2 1'
p
(D)L 11
S89°58'48 "W
991.20' (TOTAL) 1988
O
1988
TRANSFER PARCEL B
I
L 12
N00006'41 "W 29.8 1'eS34
�
/
TAX LOT 1800 TO 1801
I I
D)L 12
- - - 30.00'
T16S
7, 494 SF
�I
L 13
N00047'07"W 29.84'�
Z)
S33 S34
Io
(D)L 13
--- 30.00'
\` I =
R 11 E ,
S4 S3
• I I I
L 14
N00'21 ' 18 "W 30.10'
T 17S
ADJUSTED LINE ---'"
(D)L 14
--- 30.00'I
Z
CL
PLS 702
i i S89'S633"W 6
S89 5 33 W
i
(HELD) 280.09'
"L8(HELD)330.46' 330.46'
SW CORNER PARCEL 3
(C) (HELD)
,,33 34
� � � S89'S7 51 W 330.09
L11 ,�,..._- S 89058'09" W 330.44'
- -
-,� , ' ,
N89 57 55 E 660. 79
- - - - - - - -
�
- L C -30. 00
-
,
N89 57 55 E 660.80
- - -
° ,_, �
(C)-S89 57 00 W 660.80 '��
- - - OCRR 890
OCRR 892 7 -
lug-► n N89 58 28 E 1391 65
_ _ - -
- - -
N89'S7'S5"E 1321 58' BASIS OF BEARINGS (A) (A)-1321
-
50'
_
W 1/16 (HELD) TUMALD RESERVOIR ROAD S 114 (HELD)
(A)-S89°57'55"W 1321.50' (D)-S89°58'48»E 330.40'
(8)-S89°57'55"W 330.38'
(D)-S89°58'48"W 330.40'
RECORDING INFORMATION
TRANSFER PARCEL A
TRANSFER PARCEL B
TRACT 1 (TL 1800) BEFORE ADJUSTMENT 2012-32246
BEGINNING AT THE CENTER SOUTH SOUTHWEST 1/64 CORNER OF SECTION 34 T 16S
BEGINNING AT THE CENTER SOUTH SOUTHWEST 1164 CORNER OF SECTION 34 T 16S
TRACT 2 (TL 1801) BEFORE ADJUSTMENT 2018-23219
R 11 E W. M., THE INITIAL POINT; THENCE S00'35'04 "E A DISTANCE OF 220. 65' TO
R 11 E W. M., THE INITIAL POINT, THENCE S00'35'04 "E A DISTANCE OF 429. 01 ' TO THE
TRANSFER PARCEL A 2024-26357, EXHIBIT
"B"
THE TRUE POINT OF BEGINNING; THENCE S80045'10"E A DISTANCE OF 81.12'
TRUE POINT OF BEGINNING; THENCE S00035'04"E A DISTANCE OF 208.28'; THENCE
TRANSFER PARCEL B 2024-26357, EXHIBIT
"C"
THENCE S09' 14'50"W A DISTANCE OF 64.15 ; THENCE S46' 12'54"W A DISTANCE OF
S8905751 "W A DISTANCE OF 50.00'; THENCE N00035'04"W A DISTANCE OF 90.99' TO
TRACT 1 AFTER ADJUSTMENT 2024-26357, EXHIBIT
"D"
94.62'; THENCE N00'35'04"W A DISTANCE OF 141.83' TO THE POINT OF BEGINNING.
A POINT; THENCE N22'3523"E A DISTANCE OF 127.06' TO THE POINT OF BEGINNING.
TRACT 2 AFTER ADJUSTMENT 2024-26357, EXHIBIT
"E"
THE SAME CONTAINING 0.17 AC MORE OR LESS.
THE SAME CONTAINING 0.17 AC MORE OR LESS.
-IMMEDIATELY AFTER THE LOT LINE ADJUSTMENT DEED WAS RECORDED,
NEW OWNERSHIPS OF TRACTS 1 & 2 WERE ESTABLISHED THROUGH
THE
NARRATIVE
OCTOBER 23, 2024
FOLLOWING BARGAIN AND SALE DEEDS DATED .00TOBER 9, 2024.
WE WERE COMMISSIONED BY KELLY RUSH TO ADJUST THE PROPERTY LINE BEING COMMON TO THE E1/2 OF THE SE1/4, SW1/4, SW14 (TRACT 1) AND THE W1/2 OF THE
TRACT 1 (SARAH MICHELLE CASSON) 2024-26358
SW 1 /4, SE 1 /4, SW 1 /4 (TRACT 2) IN SECTION 34 T 16S, R 11 E, W.M. THE PURPOSE OF THIS ADJUSTMENT IS TO TRANSFER THE GARAGE AND ADJACENT AREA FROM TRACT
REGISTERED
2 TO TRACT 1 AND AN EQUAL AREA CONTAINING THE EXISTING DRIVEWAY FROM TRACT
1 TO TRACT 2 MAINTAINING THE SIZE OF BOTH PARCELS.
PROFESSIONAL
TRACT 2 (KELLY N RUSH) 2024-26359
LAND S U RVEYO R
MONUMENTS SHOWN ON THIS SURVEY WERE TIED WITH OUR GPS INSTRUMENTS AND WERE FOUND TO BE IN REASONABLE CONFORMANCE WITH THE REFERENCE SURVEYS
REFERENCE SURVEYS
LISTED. WE FOUND THE W 1116 CORNER AND THE S 114 CORNER OF SECTION 34 AS
SHOWN IN PERRY'S SURVEY OF THE W 1 /2 OF SECTION 34 AND THE E 1 /2 OF
(A) - SURVEY OF WEST HALF SECTION 34 AND EAST HALF SECTION
33 FOR
SECTION 33 FOR RICHARD THOMSON (DESCHUTES COUNTY SURVEY 01670). THE LINE
BETWEEN THESE CORNERS WAS USED AS THE BASIS OF BEARING.vp
RICHARD THOMSON BY PERRY, UNDATED (CS01670)
(B) - SURVEY FOR STEVE YOUNG BY EATON, 1976 (CS 1690)
WE FOUND ALL FOUR CORNERS OF THE E1/2 OF THE SE1/4, SW1/4, SW1/4 SHOWN
IN OMAN S 1988 SURVEY FOR MICHAEL WILLIAMS (DESCHUTES COUNTY SURVEY
M(C)
-MINOR LAND PARTITION FRANK MOORMAN BY COLVIN, 1979 (CS01686)
01699). WE ALSO FOUND THE WITNESS CORNERS SHOWN ON OMAN'S SURVEY AT THE
INTERSECTION OF THE EAST AND WEST LINES WITH THE NORTH LINE OF TUMALO
(D) - SURVEY FOR MICHAEL WILLIAMS BY OMAN, 1988 (CS01699)
RESERVOIR ROAD. THESE WITNESS CORNERS WERE HELD FOR THE SOUTH LINE OF THE
E1/2.
RENEWS: 12/31 /25
TO DETERMINE THE CORNERS OF TRACT 2 WE USED THE W 1/16, S 1/4, CS 1/16 AND CSSW 1/16 CORNERS, ALL FOUND DURING OUR FIELD SURVEY. WE CALCULATED POWEV HHO
THE LOCATION OF THE CS 1164 CORNER AT THE HALFWAY POINT BETWEEN THE S 1 /4 AND CS 1 /16 CORNER. WE CALCULATED THE NE CORNER OF TRACT 2 AT 114 OF 1pe
61)THE DISTANCE BETWEEN THE CSSW 1/64 CORNER (FOUND) AND THE CS 1/64 CORNER (CALCULATED). WE CALCULATED THE INTERSECTION OF THE EAST LINE OF TRACT 2fiss@90010
AND THE NORTH LINE OF TUMALO RESERVOIR ROAD AT THE HALFWAY POINT BETWEEN THE FOUND OMAN MONUMENT ON THE EAST LINE OF TRACT 1 AT THE NORTH LINE OF P.O. BOX 131, REDMOND, OR 97756
TUMALO RESERVOIR ROAD AND THE SW CORNER (FOUND) SET FOR COLVIN'S MINOR LAND PARTITION FOR FRANK MOORMAN (DESCHUTES COUNTY SURVEY 01686). (541) 548-6778 24-001«a.DWG
■m