HomeMy WebLinkAboutSurvey 21432N88'54'01 "E 2649.89'
N88'57'29"E 2649.30' (R3) 7
S88'57'33"W 2649.85' (R6)
^ !-'�
W M
Cov N Lo
i� N Lq
v-00
oo6b�
Z U00-)
Z
3
S 1/16TH
CORNER
I
^ po
^
00
114- v
v Sri
N 00
rn N
Lo
n
N
Lfi
w
co Lo
o
r`
• o
z z
r�-rr•
SECTION I \`
CORNER I 1
1 I
TRACT „A»
I
I�
183.90 AC (133.5 AC WATER) BEFORE
186.43 AC (133.5 AC WATER) AFTER
o
�^ N
0
I
b)� o
� `" 0)O
Q
c
N ww
I)
NEW DEED REFERENCES
0
0
LiJ
NEW DEEDS PERFECTING THESE PROPERTY LINE
o 0
p N o
ADJUSTMENTS HAVE BEEN RECORDED DECEMBER 9, 2024,
o o
I
IN BOOK 2024, PAGES 31996, 31997 AND 31998,
DESCHUTES COUNTY OFFICIAL RECORDS.
O
I' w
�
I
0
I
SEE DETAIL "A" SEE DETAIL "D" ON SHEET 2
SHEET 2
I
- g
PROPERTY LINE ADJUSTMENTS 0247- 22- 000885- LL AND 247- 22- 000886- LL REGISTERED
PARCEL 2 AND A PORTION OF PARCEL 1 PARTITION PLAT NO. 2PAND nUV Y0R
2009-23 AND OTHER LANDS,
LOCATED IN THE SE 1 /4 OF SECTION 1, TOWNSHIP 14 SOUTH,
RANGE 11 EAST, AND IN THE SW 1 /4 OF SECTION 6 AND IN THE M OREGON
2010
. DURYEE
N 1 /2 NW 1 /4 OF SECTION 7, TOWNSHIP 14 SOUTH, RANGE 12�_��65694PLS
EAST, W.M., DESCHUTES COUNTY, OREGON RENEWS: 12/31/25
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO PERFECT TWO DESCHUTES COUNTY PROPERTY LINE ADJUSTMENTS, 247-22-000885-LL AND
247-22-000886-LL. THE PROPERTIES INVOLVED IN SAID ADJUSTMENTS ARE SHOWN ON THIS MAP AS TRACTS "A", "B" AND "C". SAID
TRACTS ARE DESCRIBED IN WARRANTY DEED RECORDED OCTOBER 7, 2020, IN BOOK 2020, PAGE 52718. DESCHUTES COUNTY OFFICIAL
RECORDS. EXISTING TRACT "A" IS DESCRIBED IN SAID BOOK 2020, PAGE 52718 AS PARCEL 1, TRACT "B" IS DESCRIBED AS PARCEL 4
AND TRACT "C" IS DESCRIBED AS PARCEL 3. 247-22-000885-LL CONSOLIDATES EXISTING TRACTS "A" AND TRACT "C".
247-22-000886-LL ADJUSTS THE CONSOLIDATED TRACT "A/C" AND TRACT "B".
THERE HAVE BEEN SEVERAL SURVEYS IN THE AREA BY MICHELE SIMS (R1), (R3) AND (R5) AS WELL AS A SURVEY BY JOHN HOWELL
(R4) AND OUR OFFICE (R2). WE FOUND AND HELD THE MONUMENTS AS SHOWN. WE CALCULATED THE POINT OF CURVATURE AT THE
WEST END OF C3 BY HOLDING RECORD DATA, ROTATED AND SCALED TO FIT MONUMENTS NO. 16 AND NO. 18. WE CALCULATED THE
MISSING CORNER ALONG THE NORTH LINE OF EXISTING TRACT "C" BY DISTANCE DISTANCE FROM MONUMENTS NO. 19 AND NO. 20. THE
SE CORNER OF EXISTING TRACT "B" WAS NOT FOUND. WE HELD A LINE FROM MONUMENT NO. 8 AND 30.00' FROM MONUMENT NO. 28
FOR THE WESTERLY RIGHT OF WAY LINE OF LOWER BRIDGE ROAD. WE HELD A LINE FROM MONUMENT NO. 18 AND 60.00 FEET FROM
MONUMENT NO. 26 FOR THE TANGENT ON THE NORTHERLY RIGHT OF WAY LINE OF HOLMES ROAD. WE HELD THE INTERSECTION OF
THESE TWO RIGHT OF WAY LINES FOR THE SE CORNER OF TRACT "B". WE SET NEW MONUMENTS FOR THE NEW ADJUSTED LINES
BETWEEN TRACTS "A AND "B" AS SHOWN.
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.
I
6 1 _ .-..-...._..._..-..-.. -..-.. _..-..-........ _..-..-..-.. �1/4 CORNER
_..I-..-.._...-..-.. ..-..-.•- S88014'25"W 2710.41' �- - BETWEEN
I SECTIONS 6 & 7
12 7 }- S88'17'50"W 2709.9T (R1) ^ ^
L _ J S87'45'00"W 2710.19' (R4)
of
co 0
o o I �''� N Zo
v) pj 00 I . oo 000
00 M M
o
3Lo w3
^ I!) tool
o SEE DETAIL "B" ON SHEET 2 N O Or
i� °° °o 0 o I o 0 0
04 to O Z
w�------------------- Z V'- IIZ N
�f(-n- 25 r
3o0 1
��2t2 � �, 13 1
o w 3 1 TRACT C
o rLj 0 2� I 6.53 AC
Z o o I .j,R �'�SoA S88.3224"W 1 (0.00 AC WATER)
0 0 0 O. •� �� 69Ir,.15' (R1) 1 BEFORE I 1
V) Z z m I �,zs �V" <y S88'28'55"W ( 0.00 AC
00' � ' 68.45' R1 I C4 (0.00 AC WATER) I I
584.52 ( )
S83'11'06. �9 48 W I AFTER I i
I 14 S83 0 C3 - - - 4
7
C2 584.9 ( CN 1/1 6TH
L
N88'28 55 E 1303.74 J CORNER
AA c ROAD �- - - --S88'32'24"W 1303.55' (R1) • - 7- I
15 HOLM _ N88'2855"E 1303.74' (R2) I:
N 1/1 6TH N 88'28' 55"E 1360.37' N 88'28'55" E 1347.84'
CORNER
16 S88'32'24"W 1360.16' (R1) 1 7 S88'32'24"W 1347.52' (R1)
N88'28'55"E 1360.37" (R2) NW 1/1 6TH N88'28'55"E 1347.84' (R2) I
CORNER TRACT "B"- - - -
DESCHUTES COUNTY SURVEVOR 1.00 AC (NO WATER RIGHTS) BEFORE II
5.00 AC (NO WATER RIGHTS) AFTER
LEGEND !2 i z 2az � C , IL': .
FOUND MONUMENT AS NOTED
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
(R1) PARTITION PLAT NO. 2009-23 BY MICHELE SIMS, PLS 60068, FILED 6-12-2009, CS18001
(R2) PROPERTY LINE ADJUSTMENT BY DIRK DURYEE, PLS 65694, FILED 12-06-2023, CS21209
(R3) PROPERTY LINE ADJUSTMENTS BY MICHELE SIMS, PLS 60068, FILED 2-03-2015, CS18827
(R4) SURVEY BY JOHN HOWELL, PLS 1901, FILED 5-31-1994, CS11847
(R5) BOUNDARY LINE ADJUSTMENT BY MICHELLE SIMS, PLS 60068, FILED 4-27-2010, CS18151
(R6) PARTITION PLAT NO. 2022-1 BY FREDERICK AST, PLS 1938, FILED 01-06-2022, CS20709
(R7) SURVEY BY ROBERT POVEY, PLS 1652, UNDATED, CSO4903
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
201.57'
659.31
101.58'
N49'26'44"W
200.79'
17'31'02"
C2
141.02'
195.00'
73.75'
S61'27-01 "E
137.97'
41'26'06"
C3
257.49'
2628.48'
128.85'
S85'56'11 "W
257.39'
5'36'46"
C4
110.30'
2568.48'
55.16'
S87'30'46"W
110.29'
2'27'38"
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
SECTION CORNER,
FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
2
N 1/16TH CORNER, SECTION
7, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R2)
3
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
4
CN 1/16TH CORNER, SECTION 7, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTERN SURV" PER (R4)
5
1 /4 CORNER, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLS 1901" PER (R4)
6
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R3)
7
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R3)
8
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
9
FOUND 5/8"- IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
10
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
11
FOUND 5/8" IRON
ROD WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
12
FOUND 5/8" IRON
ROD WITH
ORANGE PLASTIC CAP, ILLEGIBLE, PER (R1)
13
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
14
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
15
FOUND 5/8" IRON
ROD,
NO CAP, BENT, SHOT AT SPIN POINT PER (R1)
16
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
17
NW 1/16TH CORNER, FOUND
5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
18
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
19
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
20
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R5)
21
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
22
FOUND 5/8" IRON
ROD
WITH
YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4)
23
FOUND 5/8" IRON
ROD
WITH
YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4)
24
FOUND 5/8" IRON ROD
CALCULATED POSITION,
WITH YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4) S86'35'19"E 1.46' FROM
NOT HELD
25
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP, ILLEGIBLE, PER (R1)
26
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
27
FOUND 5/8" IRON
ROD
WITH
YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R2)
28
FOUND 3/4" OPEN
IRON PIPE PER (R7)
29
FOUND 5/8" IRON
ROD
WITH
ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1)
RECORD CURVE
DATA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1(R1)
201.40'
659.31'
N49'25'21 "W
200.61'
17'30'07"
C2(R1)
140.77'
195.00'
N61'21'08"W
137.73'
41021'41"
C3(R1
257.44'
2628.03'
C4 R1
110.23'
2568.03'
S87'34'05"W
110.23'
27 27'34"
C$ 21432
S89056'28"E 49.93'
oo& WEST 50.00' (R1)
11
N00'07'18"E 50.00'
SOUTH 50.00' (R1)
w
Lo
io
0
Z
12
TRACT "A"
10 9
N89'57'07"W 49.83' :NOO*13'5,3"E 113.26'
EAST 49.75' (R1) N00'17'08"E 113.23' (R1)
1 6
SECTION 12 7
CORNER w
Lo
NOT A PART � TRACT "A
0
DETAIL "A"
SCALE: 1 "=100'
I w�
w Q JI
TRACT "B" 00 Q O
N 0 U:
O
wl
W I �.
NB8044'08"E w
Q z•
� wl
m U:
OI
0 I it
of
z-
to
28 L, :
O
= rn OI
4 p 0.
HOLMES ROAD 2 z1
- p p
D
k-A'fi OR
\\ i
PORTION OF 26 CN \
TRACT "A" S00400'30"W 0.71' (R2) 1/1 6TH
q \
S00'00'30"W 0.71' CORNER \ '
[N88*44'08"E
N88'28'55"E N88-28'55"E 44.09'
N88'28'55"E 44.09' (R2)
27
DETAIL "C"
SCALE: 1 "=10'
DESCHllTESCOUPfTYSiUflVEYOR
FlLED �z izLallBY C.ol r�sNo- MINIMUM_
TRACT A
183.90 AC (133.5 AC WATER) BEFORE
186.43 AC (133.5 AC WATER) AFTER
S89'41'33"W
N88'46 00 E 466.40 (R5) 20
h1 S88'41'55"W 466.40' 199.30'
ADJUSTED LINE
�° � CALCULATED �� rn Q
4j POSITION
•�� h moo. �'`�p f rn 0
Of
�� Po TRACT B
O / N p Lu I LINES TO BE REMOVED
1.00 AC 0.00 AC O � 0
z
0(n
O
v N
�(
W _
Ln rn
CD
co
wW
Up
00
NOTE: CORNER
FALLS IN TREE
STUMP, NOT SET
29
BY CONSOLIDATION WATER) BEFORE o o , Q
Z o 5.00 AC (0.00 AC Lo Z 'No
00 WATER) AFTER I o m
o.
Lli
m N .h�'J S88'14'53"W 208.71' (R4)
S88'45905"W 207.40' (R1) I O
23 S88'40'53"W I J
I
TRACT ,, C„ N 207. 37
LINE TO BE
6.53 AC (0.00 AC WATER) BEFORE v ADJUSTED I w 24
0.00 AC (0.00 AC WATER) AFTER 3 3
w w �v� � 0 0
00 Z _ N d'
p� J 3�3� �� m rn�000 •-o I
_ �
N� 0 M"eq p W o00o O N
O N N�010 0) 000O O� ZNZ1 �
to _ - o ao o ao N O - - -
- - -524.77 0000 ' o'
z N cnN 0 z Q N88'14 53 W
"
-------669.84'-------- ---- o
- - - - Q J 208.71 ' (R4) �\
21 \ / 421.76 (R1) N88 47 52 E \\
1 8 / 421.89' 208.72' (R1) \ I
l S88'47'52"W 564.00' (R1,R5) 105.81 \ / ' 208.70' 1 28
564.0
C3 3' 316.07
N88'44 08 E 1194.61 _ - -
N88'47'52"E 1194.00' (R1) - HOLMES ROAD I 4
IF - - 'r N88'44'08"E 1193.47' N88'47'52"E 1193.29' R1
N 88'28' 55"E 1303.74' f' 1
S88'32'24"W 1303.55' (R1) 22 SEE DETAIL "C"
PORTION OF TRACT "A" BEFORE
��SEE DETAIL "E" AND AFTER ADJUSTMENTS 0.11 AC N88'28'55"E 1303.74' (R2) N$$'28'55"E 1347.84' I
1 7 (INCLUDED IN TRACT "A" AREAS S88 32 24 W 1347.52 (R1)
NW 1/1 6TH CORNER N88028'55"E 1347.84' (R2)
DETAIL $'B"
SCALE: 1 "=100'
TRACT A
w
O Q
73�A
Q
0 0
S00'21'09 o 5
1.W
_N89_52'35"E 50.05'_(TIE) _0_ - 6 1/4 CORNER
SEC. _ _..._.._. _........ - _..._..-..-.. BETWEEN
SEC. 7 S88'14'25"W 50.06' W SECTION LINE 7 SECTIONS 6 & 7
m
> - w Ld ul
TRACT "A's w w I o
c~n o N � I o
3: o ��
p
DETAIL
SCALE: 1 "=10'
HOLMES ROAD
N00'16'41 "W 29 IA
4.13' (R1)
N01'05'21 "W
4.13' C4
N88'28'55"E N88028'55E
17
NW 1 /16TH
CORNER
SEC. 7
DETAIL "E"
SCALE: 1 "=10'
RENEWS: 12/31 /25
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
201.57'
659.31'
101.58'
N49'26'44"W
200.79'
17'31'02"
C2
141.02'
195.00'
73.75'
S61'27'01 "E
137.97'
41026'06"
C3
257.49"
2628.48'
128.85'
S85'56'11 "W
257.39'
5036'46"
C4
110.30'
2568.48'
55.16'
S87'30'46"W
110.29'
2027'38"
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1(R1)
201.40'
659.31'
N49'25'21 "W
200.61'
17'30'07"
C2(R1)
140.77'
195.00'
N61021'08"W
137.73'
4102141"
C3(R1)
257.44'
2628.03'
C4(R1)
1 110.23'
1 2568.03'
S87'34'05"W
110.23'
2'27'34"
i I
CS 1 1432