HomeMy WebLinkAboutSurvey 21015D14
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S00'40'07'E 198.87' (R11)
S00'02'11 "W 198.80'----, 23
S89'37'50"E 2671.90' (R6,R13)
S89'46'01 "W 2670.08' (R5)
S89'45'01 "W 2671.90' (R4) S89'37'13"E 2669.85' (R2)
N89'55'06"E 2669.92'
1334.93' (R2) "A" 1334.92' (R2)
1334.96' '
W 1 /16TH
CORNER
TRACT 1
81.77 AC (51.03 AC WATER)
BEFORE ADJUSTMENTS
TRACT 1-2 AFTER CONSOLIDATION
108.64 AC (60.60 AC WATER)
TRACT 1-2 AFTER ADJUSTMENT
104.81 AC (63.60 AC WATER)
NW
1/1 6TH
1334.85' (R2) CORNER
1334.92'
S89'53'23"W 2669.86'
S89 38 44 E 2669.63 R2
N89'44'16"E 2669.91' (R5)
CALCULATED
POSITION
1334.96
385.42' 949.54'
9 949.62' (R5)
951.44' (R4,R13)
481.01' (R2)
481.19'
853.80' (R5)
S89'41'56"W 855.83' (R4)
853.77' (R2)
853.75'
7 '
13 (:D24
V�.
1334,94'
L17 1334.78 (R2)
L16
I
L15
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L14
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ADJUSTED LINES
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L12
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N89'40'33"W 2669.56' (R2,R13) I
N89'40'33'W 2669.73' (R9)
00
N89'40'33"W 1334.86' (R9)
N89'40'33"W 1334.87 (R9) r L7 N89'40'33"W 1334.78' (R2)
N89'40'33"W 1334.78' (R2) ( 0 S89'52'31 "W 1334.90'
4 N89'50'39"E 1334.89' _
ABANDONED LINE I --� __\ 758.99'
TRACT 2 I J 1 L6 I 11 758.95' (R9)
759.12' (R2,R13)
26.86 AC L5 J
S S% (9.57 AC WATER) 575.91'
' 1'07"E 54.66'-/ �A• `j' 0 00 AC � 575.91 � (R9)
S33 0 I _ � v'j,�6 (0.00 AC WATER) �&9 DEF ORE 575.66 (R2)
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EXISTING 35' WIDE HIGHWAY 6� �� 96- v O z I (o `T_
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ACCESS STA 149+05 PER O ,n W 107.45 AC (3.0
BOOK 269, PG. 161, DES. 18 `��� �'` z N AC WATER)
CO. RECORDS G Q ( :-
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ADJUSTMENT
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111.28 AC
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o c�0 \ d 221.79' ADJUSTMENT
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N 14 POSITION
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p 107.94' (R2,R13) ^p C,7
\ POSITION z O) S58''"
\ z �o
\ $ 107.94 \
1333.61' (R2) 1333.77' (R15) 1333.60' (R2) 1333.78' (R15)
23 24 1333.64' 1 1333.64'
RENEWS: 12/31 /23
26 25 N89'50'23"E 2667.27'
N89'42'04"W 2667.21' (R2,R13)
S89'42'E 2667.55' (R15)
S62'33'35"E 479.88'
N62'05'30"W 479.88' (R8)
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PROPERTY LINE ADJUSTMENTS
DESCHUTES COUNTY FILE NO.'S
247- 22- QO0632- LL AND 247- 22- 000633- LL
LOCATED IN THE W 1 /2 OF SECTION 24, TOWNSHIP 15
SOUTH, RANGE 10 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO PERFECT PROPERTY LINE ADJUSTMENTS, DESCHUTES COUNTY FILE
NO. 247-22-000632-LL AND 247-22-000633-LL. THE PROPERTIES INVOLVED WITH THIS SURVEY
WERE CONVEYED TO KERITH SPRINGS LODGE SEPTEMBER 26, 2016 IN INSTRUMENTS 2016-39399 AND
2016-39400, DESCHUTES COUNTY OFFICIAL RECORDS. THE PROPERTY DESCRIBED IN BOOK 2016, PAGE
39399 IS DESCRIBED AS THAT PORTION IN THE SE 1 /4 NW 1 /4 AND THE E 1 /2 OF SW 1 /4 LAYING
NORTH OF THE HIGHWAY (TRACTS 1 AND 2). THE PROPERTY DESCRIBED IN INSTRUMENT 2016-39400 IS
DESCRIBED AS THAT PORTION OF THE W 1 /2 NW 1 /4 AND THE NW 1 /4 SW 1 /4 LAYING NORTH OF THE
HIGHWAY (TRACT 3). NOTE THAT INSTRUMENT 2016-39400 APPEARS TO HAVE AN ERROR -TYPO ON
THE FIRST LINE OF THE EXHIBIT A DESCRIPTION. IT READS THE NORTHWEST HALF OF THE NORTHWEST
QUARTER WHICH SHOULD READ THE WEST HALF OF THE NORTHWEST QUARTER.
THERE ARE 3 LEGAL LOTS OF RECORDS INVOLVED WITH THESE PROPERTY LINE ADJUSTMENTS, SHOWN
ON THIS SURVEY AS TRACTS 1, 2 AND 3. TRACTS 1 AND 2 WERE DEEMED SEPARATE LEGAL LOTS
PURSUANT TO LOT OF RECORD DETERMINATION LR-11-5. TRACT 3 IS ALSO A LEGAL LOT OF RECORD
PURSUANT TO LOT OF RECORD DETERMINATION LR-90-58. PROPERTY LINE ADJUSTMENT
247-22-000632-LL WILL CONSOLIDATE TRACTS 1 AND 2, ELIMINATING THE LINE BETWEEN THE 2
LEGAL LOTS OF RECORD. PROPERTY LINE ADJUSTMENT 247-22-000633-LL WILL ADJUST THE
PROPERLY LINE BETWEEN THE NEWLY CONSOLIDATED TRACTS 1 AND 2 AND TRACT 3.
c 1/4
CORNER
SECTION 24
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21
46.91' (R2,R10)
----- 47.00'
WE ESTABLISHED THE BOUNDARIES OF THE SUBJECT PROPERTIES BY HOLDING THE VARIOUS
MONUMENTS FOUND AS SHOWN. WE ESTABLISHED THE W 1 /16TH CORNER AND THE NW 1 /16TH
CORNER BY BREAKING DOWN THE NW QUARTER OF SECTION 24.
WE HELD VARIOUS MONUMENTS FOUND ALONG THE RIGHT OF WAY OF US HIGHWAY 97 AS SHOWN.
MONUMENT NO. 13 IS NOT A CONTROLLNG MONUMENT FOR THE RIGHT OF WAY LINE BUT SHOWN FOR
REFERENCE. CURVE Cl WAS ESTABLISHED BY HOLDING MONUMENTS NO. 17 AND 19 AND THE RECORD
RADIUS PER (R12).
WE FOUND A 1 /2" OPEN IRON PIPE AT THE CENTER ONE -QUARTER CORNER OF SECTION 24. IN (R13)
MANSFIELD NOTES SETTING A 3/4" IRON PIPE. IN (R14) POVEY NOTES FINDING A PK NAIL AND
MANSFIELDS RP'S AND SET A 3/4" IRON PIPE WITH CAP STAMPED "POVEY & ASSOC.", IN (R10) POVEY
NOTES FINDING A 1 /2" PIPE; IN (R3) DEJARNATT NOTES A 1 /2" PIPE WITH POVEY'S STAMP; IN (R2)
POVEY NOTES A 1 /2" PIPE AS WELL AS FRED AST IN (R9), IN (R7) FRED AST NOTES A 3/4" PIPE. WE
SUMMIZE THAT POVEY SET A 1 /2" PIPE AND THE 3/4" PIPE NOTED BY AST IN (R7) MAY BE MISS
LABELED.
NEW MONUMENTS WERE SET AS SHOWN FOR THE ADJUSTED PROPERTY LINES.
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 TOPCON HIPER 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.
NEW DEEDS FOR PROPERTY LINE ADJUSTMENTS:
NEWS DEEDS PERFECTING THE PROPERTY LINE ADJUSTMENTS WERE RECORDED JANUARY 17, 2023 IN
BOOK 2022, PAGE 01041 AND BOOK 2023, PAGE 01053, DESCHUTES COUNTY OFFICIAL RECORDS.
LINE TABLE
LINE TABLE
LINE
LENGTH
DIRECTION
LINE
LENGTH
DIRECTION
L1
219.12'
N47'43'31 "E
L13
120.13'
N25'1014"E
L2
139.62'
N28'36'37"E
L14
125.21'
N07'43'29"E
L3
500.88'
N23'5546"E
L15
41.27'
N28'35'43"W
L4
236.63'
N09'05'25"E
L16
53.45'
N55'23'26"W
L5
57.27'
N82'56'24"E
L17
132.44'
N72'57'32"W
L6
108.21'
N66'13'31 "E
L18
230.41'
N21'23'07"W
L7
141.33'
N55'44'34"E
L19
28.29'
N66'13'31"E
L8
308.76'
N 03'34' 51 "W
L20
39.25'
N 66" 13' 31 "E
L9
115.98'
N15'14'11"E
L21
40.66'
N66'13'31"E
L10
101.05'
N17'31'08"W
L22
35.91'
S89'52'31 "W
L11
92.99'
NO3'31'52"E
L23
15.75'
S00'03'47"W
L12
81.64'
N22'23'01 "E
w
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10
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LINE L22
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Q I Q SCALE: 1 "=100'
LEGEND
20 FOUND MONUMENT, SEE MONUMENT
TABLE FOR DESCRIPTION
O SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
"A" REFERENCE POINTS
(R1) RECORD OF SURVEY BY FRED AST, PLS
1938, FILED 09-04-1990, CS00589
(R2) LOT LINE ADJUSTMENT BY WILLIAM BAHRKE,
PLS 2039, FILED 05-08-1990, CS00593
(R3) MINOR LAND PARTITION, MP-88-34, BY GARY
DEJARNATT, PLS 2208, FILED 12-14-1988, CS00560
(R4) BOUNDARY LINE ADJUSTMENT, BY GARY DEJARNATT,
PLS 2208, FILED 07-11-1989, CS00561
(R5) RECORD OF SURVEY, BY GARY DEJARNATT, PLS 2208,
FILED 03-21-1990, CS00564
(R6) RECORD OF SURVEY, BY GEORGE COLVIN, PLS 1020,
FILED 09-26-1984, CS00558
(R7) PARTITION PLAT NO. 2005-22 BY FREDERICK AST,
PLS 1938, FILED 04-05-2005, CS16353
(R8) PARTITION PLAT NO. 1999-46 BY FREDERICK AST, PLS
1938, FILED 09-23-1999, CS13783
(R9) RECORD OF SURVEY BY FREDERICK AST, PLS 1938,
FILED 06-12-1990, CS00587
(R10) MINOR LAND PARTITION MP-87-21 BY ROBERT POVEY,
PLS 1652, FILED 03-17-1988, CS11069
(R11) HIGHWAY SURVEY BY ROBERT BAXTER, PLS 2041,
FILED 03-24-1995, CS12128
(R12) ODOT DRG. NO. 1OC-47-20, DATED APRIL, 1970
(R13) SURVEY BY E.G. MANSFIELD, PLS 10, FILED
03-24-1977, CS00592
(R14) SURVEY BY ROBERT POVEY, PLS 1652, FILED
01-05-1987, CS00594
(R15) BLUE CHIP RANCH BY JEAN HAWTHORNE, PLS 454,
FILED 01-09-1963, CS00623
(R16) ODOT DRG. NO. 1013-2-1, DATED JUNE 1991
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
172.21'
884.93'
86.38'
S56'56'23"E
171.94'
11 *09,01"
RECORD CURVE DATA
Cl (R2)
C1(R12)
C1(R13)
172.24'
171.99'
172.24'
884.93'
884.93'
884.93'
N56'30'32"W
N56'30'32"W
171.97'
171.97'
11'09'07"
11'09'07"
MONUMENT TABLE
NO.
MONUMENT DESCRIPTION
1
SECTION CORNER, FOUND 2-1/2- ALUMINUM CAP STAMPED "SC PLS 1938 1990" PER (R1)
2
W 1 /4 CORNER, FOUND 2-1/2" BRASS CAP STAMPED "1 /4 C PLS 1938 1990" PER (R1)
3
N 1 /4 CORNER, FOUND 3-1/4" ALUMINUM CAP PER OCRR 778
4
C 1 /4 CORNER, FOUND 1 /2" OPEN IRON PIPE PER (R14), SEE NARRATIVE
5
FOUND 3/4" OPEN IRON PIPE PER (R15)
6
CN 1 /16TH CORNER, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE PER (R3)
7
FOUND 5/8" IRON ROD, WITH YELLOW PLASTIC CAP, ILLEGIBLE PER (R5)
8
SECTION CORNER, FOUND 1" OPEN IRON PIPE PER (R15)
9
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEJARNATT PLS 2208" PER (R5)
10
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R9)
11
FOUND 1 /2" IRON PIPE PER (R13)
12
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BAXTER" PER (R11)
13
FOUND 5/8" IRON ROD WITH ALUMINUM CAP STAMPED "OSHD" AS SHOWN ON (R16)
14
FOUND 3-1/4" ALUMINUM CAP STAMPED "ODOT 159+00 PER (R11)
15
FOUND 5/8" IRON ROD, NO CAP, STA 694+00 PER (R12)
16
FOUND 5/8" IRON ROD WITH ALUMINUM CAP STAMPED "OSHD" STA 685+63.23 PER (R12)
17
FOUND 5/8" IRON ROD WITH ALUMINUM CAP STAMPED "OSHD" STA 682+64.34 PER (R12)
18
FOUND 3-1/4" ALUMINUM CAP STAMPED "ODOT STA 150+00" PER (R11)
19
FOUND 1" ALUMINUM CAP STAMPED "OR STATE HWYS" 684+50 PER (R12)
20
FOUND 3/4" IRON PIPE WITH CAP STAMPED "POVEY & ASSOC." PER (R10)
21
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "FRED AST JR PLS 1938" PER (R8)
i
F-11 LBY: eejmns