HomeMy WebLinkAboutSurvey 21269Deschutes County Official Records
Steve Dennison, County Clerk 2024-04560
01510489202400045600020025
D-PP Cnt=1 Pas=2 Stn=6 02/27/2024 12:24 PN4
$25.00 $11.00 $61.00 $10.00 $6.00 $113.00
SURVEYOR'S CERTIFICA TE.
I, JAMES D. PERRY, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2407, BEING
FIRST DULY SWORN, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH
PROPER MONUMENTS THE LAND REPRESENTED ON THIS PLA T, AS DESCRIBED BELOW, IN
DESCHUTES COUNTY OREGON, TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND
SURVEYORS PRACTICING /N THE STA TE OF OREGON.
A TRACT OF LAND LOCATED IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 14,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS.•
BEGINNING AT THE INITIAL POINT, A 1/2-INCH DIAMETER IRON ROD WITH A YELLOW PLASTIC
CAP MARKED "C H KETCHAM PLS 804", SAID POINT BEING THE NORTHEAST CORNER OF SAID
SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 14, THENCE ALONG THE EAST LINE OF SAID
SOUTH 112, S00 J239 "W 726. 63 FEET TO A 5/8 " IRON ROD ON THE NOR T fERL Y R/W OF
RODESIDE ROAD THENCE LEAVING SAID EAST LINE AND ALONG SAID NORTHERLY R/W, NORTH
46 20'35" WEST 196.51 FEET TO A 5/8" IRON ROD, THENCE 313.51 FEET ALONG THE ARC OF A
225.00 FOOT RADIUS CURVE LEFT (THE LONG CHORD OF WHICH BEARS NORTH 86'1735" WEST
288.76 FEET) TO A 5/8" IRON ROD, THENCE SOUTH 53'4852" WEST 77.57 FEET TO A 5/8"
IRON ROD; THENCE 123.40 FEET ALONG THE ARC OF A 792.42 FOOT RADIUS CURVE LEFT (THE
LONG CHORD OF WHICH BEARS SOUTH 49 21'30" WEST 123.28 FEET) TO A 5/8" IRON ROD;
THENCE 113.92 FEET ALONG THE ARC OF A 73242 FOOT RADIUS CURVE RIGHT (THE LONG
CHORD OF WHICH BEARS SOUTH 49'16'47" WEST 113.81 FEET) TO A 5/8" IRON ROD; THENCE
SOUTH 53'4248" WEST 88.48 TO A 5/8" IRON ROD; THENCE 108.49 FEET ALONG THE ARC OF A
135.00 FOOT RADIUS CURVE RIGHT (THE LONG CHORD OF WHICH BEARS SOUTH 76'4722" WEST
105.60 FEET) TO A 5/8" IRON ROD; THENCE NORTH 8070'07" WEST 482.26 FEET TO A 5/8"
IRON ROD; THENCE 184.23 FEET ALONG THE ARC OF A 310.00 FOOT RADIUS CURVE RIGHT (THE
LONG CHORD OF WHICH BEARS NORTH 63 09'23" WEST 181.53 FEET) TO A 5/8" IRON ROD;
THENCE NORTH 46'09'00" WEST 30.36 FEET TO A 5/8" IRON ROD ON THE SOUTHEASTERLY R/W
OF SMITH ROCK WAY, • THENCE LEAVING SAID RODESIDE ROAD NOR THERL Y R/W AND ALONG SAID
SOUTHEASTERLY R/W, NORTH 53'48'11" EAST 1124.85 FEET TO THE NORTH LINE OF SAID SOUTH
1/2 OF THE SOUTHWEST 1/4, THENCE SOUTH 89 5658" EAST 605.05 FEET TO THE POINT OF
BEGINNING;
TOGETHER WITH, BEGINNING AT A 5/8" IRON ROD MARKING THE INTERSECT70N OF THE EAST R/W
OF 17TH STREET AND THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION
14, FROM WHICH THE INITIAL POINT BEARS SOUTH 895658" EAST 2616.99 FEET, THENCE ALONG
SAID NORTH LINE, SOUTH 89 5658" EAST 1910.47 FEET TO THE NORTHWESTERLY R/W OF SMITH
ROCK WAY; THENCE LEAVING SAID NORTH LINE AND ALONG SAID NORTHWESTERLY R/W, SOUTH
53'48'11 " WEST 1329.49 FEET TO A 5/8" IRON ROD, THENCE 173. 77 FEET ALONG THE ARC OF A
1406.64 FOOT RADIUS CURVE RIGHT (THE LONG CHORD OF WHICH BEARS SOUTH 5721'44" WEST
173.66 FEET) TO A 5/8" IRON ROD; THENCE SOUTH 605327" WEST 696.14 FEET TO A 5/8"
IRON ROD; THENCE 94.01 FEET ALONG 7HE ARC OF A 544.42 FOOT RADIUS CURVE RIGHT (THE
LONG CHORD OF WHICH BEARS SOUTH 6547'09" WEST 93.89 FEET) TO A 5/8" IRON ROD ON
THE EAST R/W OF 177H STREET; THENCE LEAVING SAID SMITH ROCK WAY R/W AND ALONG SAID
EAST R/W, NORTH 0 06'50" EAST 1257.66 FEET TO THE POINT OF BEGINNING;
CONTAINS 47.36 ACRES
SURVEYOR'S NARRA TI VE:
THE PURPOSE OF THIS SURVEY WAS TO PARTITION THE PROPERTY DESCRIBED IN DEED No. 2020-452 OF
DESCHUTES COUNTY OFFICIAL RECORDS, INTO TWO PARCELS AS SHOWN, PER DESCHUTES COUNTY
PLANNING FILE No. 247-22-000782-MP. MY PROPERTY LINE ADJUSTMENT SURVEY (CS19395) CREATED
THE CURRENT CONFIGURATION OF THE PROPERTY, LABELED "ADJUSTED PARCEL 3" ON SAID CS19395
SURVEY, REFERRING TO PARCEL 3 OF PARTITION PLAT 2008-29 BY 71M CHAPMAN (CS17768). I FOUND
AND HELD ALL MONUMENTS ON THE PERIMETER OF THIS PROPERTY EXCEPT THE FOLLOWING: 1) 1 HELD
MONUMENTS AT THE NW AND NE CORNER OF SAID 2020-452 PROPERTY, WHICH RESULTED IN THE R/W
MONUMENTS ALONG THE NORTH LINE OF SAID 2020-452 PROPERTY BEING OFF LINE AS SHOWN; 2) 1
HELD MONUMENTS ON THE NORTH R/W OF SMITH ROCK WAY, AND HELD 60.00 FEET FOR THE R/W WIDTH,
MAKING THE MONUMENT AT THE INTERSECTION OF SMITH ROCK WAY AND THE EAST R/W OF RODESIDE
ROAD SLIGHTLY OUT OF POSITION AS SHOWN. MONUMENTS SET FOR THIS PARTITION MATCH THE
CALCULATED POSITIONS AT THESE LOCATIONS. HOLDING MONUMENTS AND RADII FROM CS17768 MAKES
CURVES SLIGHTLY NON -TANGENT, WHICH ACCOUNTS FOR THE DIFFERENCES IN DELTA ANGLES IN CURVES
ALONG THE 10.00-FOOT DEDICA71ON ALONG THE NORTH SIDE OF SMITH ROCK WAY.
BEARINGS ARE BASED ON THE NORTH LINE OF SAID 2020-452 PROPERTY BETWEEN FOUND MONUMENTS
AS SHOWN, PER SAID CS17768.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�' OREGON
JULY 26, 1989
JAMES D. PERRY
2407
RENEWS 12-31-2024
Baxter Land Surveying, Inc.
PARTITION PLAT No. 4")q -(�
FILE No. 247-22-000782-HP & 783-A.D
A Replat of d Portion of Parcel 3, PP 2008-29
Located in the ,S f 2 ,SF114 Section >4, T.14S. Af3E., A.A.,
Deschutes County, Oregon
DECLARA TION: APPROVALS:
KNOW ALL PEOPLE BY THESE PRESENTS THAT KAREN CLEMENT AND MARK CLEMENT, AS TENANTS BY THE
ENTIRETY, HAVE CAUSED SAID LAND TO BE SURVEYED AND PARTITIONED INTO TWO PARCELS AS SHOWN DE CHUTES COUNTY SURVEYOR
HEREON, PER DESCHUTES COUNTY PLANNING FILE No. 247-22-000782-MP, AND DO HEREBY DEDICATE TO
THE PUBLIC FOREVER 10.00 FEET ON BOTH SIDES OF SMITH ROCK WAY, AS SHOWN HEREON. ASSZflAwl �2/lEZ1prl
r
�izC . 'L. 2r 3 DESCHU TES COUNTY ROAD DEPART MEN T
KAREN CLEMENT DA-TE MARK CLEMENT DATE
U"4d-
DESCHUNTY ENVIRONMENTAL HEALTH DIRECTOR
DESCHUT COUNTY PLANNING IRECTOR
ow
ACKNOWLEDGMENT.• e7
STATE OF OREGON CENTRAL ORffON IRRIGATION DISTRICT
COUNTY OF DESCHUTES
THIS /S TO CERTIFY THAT ON THIS DAY OF OcU 2023, BEFORE DESCHUTFS COUNTY COMMISSIONER
ME APPEARED KAREN CLEMENT AND MARK CLEMENT, KNOWN TO ME TO BE THE INDIVIDUALS
WHO HAVE EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT THEY
DID SO AS A FREE AND VOLUNTARY ACT.
NOTARY PUBLIC
PR/N TED NAME•
NO 4Y PUBLIC-OREGON
COMMISSION No: �004JB fj
MY COMMISSION EXPIRES.•
LIENS AND ENCUMBRANCES:
Listed in "AMENDED PUBLIC RECORDS REPORT FOR NEW SUBDIVISION OR LAND PARTITION"
Order No. 7069-4060242 by First American Title Insurance Company, prepared August 31, 2023:
- Document No. 2006-15952
Commissioners Order No. 2006-008 (Measure 37 Claim Approval): Approves a waiver of land
use regulations to authorize Thelma Lantz to use the subject property as allowed when she
acquired the property.
- Document No. 2008-18633
Farm and Forest Management Easement - Conditional Use Agreement
SHEET INDEX:
1. SURVEYOR'S CERTIFICATE, NARRATIVE, DECLARATION, ACKNOWLEDGMENT, LIENS AND
ENCUMBRANCES, ROADS CER 17FICA 770N, STATEMENT OF WATER RIGHTS, APPROVALS.
2. PAR7TION MAP, LINE AND CURVE TABLES, LEGEND
P.O. Box 70,?2 Bend, Oregon 97708
//_1-1023
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SIGNATURE BY 7HE BOARD OF COMMISSIONERS CONS7777JTES ACCEPTANCE BY THE COUNTY
OF ANY DED/CA T70N MADE HEREIN TO 77-IE PUBLIC.
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND 077-IER
CHARGES REQUIRED BY LAW TO BE PLACED ON 7HE 2023-2024 TAX ROLL WHICH BECAME
OR WILL BECOME A LIEN ON THIS PAR7777ON DURING THIS TAX YEAR, BUT NOT YET
CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID TO ME.
I HEREBY CERTIFY THA T ALL TAXES ARE PAID AS OF THIS DA IF.
6'1�jLnno_ a- -
DESCHUTES COUNTY TA CO EC TOR DA TE
STATEMENT OF WA TER RIGHTS:
TAX MAP 141314C001100 HAS AN ADJUDICATED 37.25 ACRES OF WATER RIGHTS ON
CER77FICATES ISSUED TO CENTRAL OREGON IRRIGATION DISTRICT. OF THOSE WATER
RIGHTS, 1.04 ACRES OF IRRIGATION WATER RIGHTS WERE QUITCLAIMED TO COID.
HOWEVER, THESE WATER RIGHTS REMAIN APPURTENANT TO THIS LAND UNTIL
COMPLETION OF A WATER RIGHT TRANSFER TO REMOVE THE 1.04 ACRES FROM THE
DESCRIBED PARCEL. PROPOSED PARCEL 1 SHALL HAVE 36.21 ACRES OF IRRIGATION
WATER RIGHTS UPON ISSUANCE OF AN ORDER BY OWRD, NO WATER RIGHTS WILL
REMAIN WITHIN THE BOUNDARIES OF PROPOSED PARCEL 2.
ROADS CERTIFICA TION:
FOUND AND SET MONUMENTS ALONG SMITH ROCK WAY VERIFY THAT THE PHYSICAL
ROADWAY IS COMPLETELY CONTAINED IN THE R/W WHERE IT BOUNDS THIS PROPERTY.
CENTERLINE MEASUREMENTS TAKEN BY THIS OFFICE ALONG RODESIDE ROAD ON MARCH 14,
2023 VERIFY THAT THE PHYSICAL ROADWAY IS COMPLETELY CONTAINED IN THE R/W WHERE
IT BOUNDS THIS PROPERTY, UNTIL THE R/W SHRINKS TO 30' NORTH OF TAX LOT 1102
(EAST OF THE PROPOSED DRIVEWAY FOR PARCEL 2).
(54of) 382- /962
SHEET 1 of 2 2021037-PP.dwg jdp
2 12 6
(i)
SC.00'
DA TE.• 910612J
R 0 C K VIEW A C R ES
5/8" IR WITH "BAXTER SURVEYING" YPC,
FD. 1/2" IR S89 51 '16 "W 10.08 BASIS OF BEARINGS
(NOT USED THIS SURVEY)
PARTITION PLAT No. 4-x 1�. O
FILE No. 247-22-000782-AfP & 783-AB
A Replat of a Portion of Parcel 3, PP 2008-29
Located in Me ,S f 2 SK114 Section >4, T. >4S. A f3E., APt.,
Deschutes County, Oregon
MON. IS N1518'13"W 0.11 3/4" ID BENT, TIED Air -(NOT HELD)
S89 56'58 "E (P) N89 5732 "W (R3) FROM CALC'ED POSITION MON. IS S56 48'01 "W 1.08
S8956'S8"E 2616.99 (M) FROM CALC'ED POSITION
I / (S53'48'17"W 17 /.18 PER (P))
- - 605.05(M) 604.87(P) 606.15(R,:
- - - - - - - - - - - - - - - -
��� 1893.56 (M) j
1910.47 (M) 1910.49 (P) 10.00 R/W DEDICATION EACH SIDE
SMITH ROCK WAY ALONG PARCEL 1
30. 00-� FRONTAGE PER THIS PARTITION / /01
TAX LOT 141314C-1100 �e Co
' DEED 2020-452 //�yg���Pl/ �o •00
1
1� g� •o
AREA: 47.36 AC
N g
--- 588.14 (M)
16.91 (M) �l �do.
41,111.7 (M) ��,
16.91 (M) �1h /PARCEL 2
w AREA: 2.00 AC
NO COID IRRIGA 77ON
w= WA TER RIGHTS l�l
(Before R/W Dedication) �,��/ �l 5���/1�6I MON. Is N4sos'oo"w o.os w 56o�6ti
�g - ` FROM CALC ED POSITION "
• l� �11 `\ S3673 41 E 163.79 (M)
`D PARCEL 1 /i� ��11� 1 /� Q�l/ �� N36'1341 "W 200.00 (M)
�// / �l
to
N N NET AREA: 44.58 AC
W N W W (A fter R/W Dedication)
/� � TAKE sr
36.21 ACRES CO/D IRRIGAT70N WATER RIGHTS //O G \ / SEE OE
Z z DETAIL 5
/ N801023O ---- G
/ N80 �p'07"w 4 82 20 (p) 1
C�
GNN 5 R p p E S/ o f �226 (M)0000
G° E RD• (6 p CZ
1
69 TAX LOT
14-13-14-C-001103
22 23
SECTION CORNER
3-1/4" ALUM. CAP
PER OCRR 820
SEE DETAIL BELOW \ \
/
l 30.00 G o
g o �
� j 1
OOP
1 % �A3 5 /�
15 '14
�\ 22 2
\ \ S00 51 '59 "E 11.23 (M)
\ S00'2648 "E 11.27 (P)
DETAIL
Baxter Land Surveying, Inc.
(Not a Part)
CURVE TABLE
CURVE
DELTA
LENGTH
RADIUS
CHORD
Cl M
34103'03"
184.23
310.00
N63 09'23"W 181.53
C1 P
34 02'31 "
184.18
310.00
N63 09'08"W 181.49
C2 M
46'02'43"
108.49
135.00
S76 4722"W 105.60
C2 P
46 03'19"
108.51
135.00
S76 4758"W 105.62
C3 M
8'5443"
113.92
732.42
S49'16'47"W 113.81
C3 P
8 55'06"
114.00
732.42
S49'18'46 "W 113.89
C4 M
8 5521 "
123.40
792.42
S49 21 '30"W 123.28
C4 P
8'55'06"
123.34
792.42
S4918'46"W 123.22
C5 M
7950'08"
313.51
225.00
N8617'35"W 288.76
C5 P
7952'13"
313.65
225.00
N86'17'35"W 288.86
C6 M
12 50'22"
50.42
225.00
S60'11'30"W 50.32
C7 M
67'01'51 "
263.23
225.00
N7952'23"W 248.47
C8 M
9 53'37"
94.01
544.42
N65 47'09"E 93.89
C8 P
9 5324"
93.98
544.42
N65 4954"E 93.86
C9 M
931'00"
88.77
534.42
N653548"E 88.66
C10 M
7'0441"
173.77
1406.64
N57'21'44"E 173.66
C10 P
7'0455"
173.87
1406.64
N57'20'44"E 173.75
C11 M
7'07'07"
1 173.52
1396.64
N57'20'31 "E 173.41
C7
TAX LOT
14-13-14-C-001102
(Not a Part)
IN177AL POINT
CS 1/16 COR
1 /2" IR WITH "C H KETCHAM PLS 804" YPC
(R2) (HELD)
C N
0C,°°
co to, t6
10) In
3WW�
NMp^
100C)0
5/8" IR (R1)
BENT, TIED AIG
(HELD)
LEGEND.-
0 SET 5/8" IRON ROD WITH "BAXTER SURVEYING" ?PC
• FOUND 5/8" IRON ROD W17H "BAXTER SURVEYING" YPC UNLESS NOTED
(M) MEASURED DIMENSIONS
(P) RECORD DIMENSIONS PER PART/T70N PLAT 2008-29 BY
TIM CHAPMAN, FILED 710812008 (CS17768)
(R1) RECORD DIMENSIONS PER PAR77TION PLAT 1999-15 BY
JERRY STICHLER, FILED 412711999 (CS13617)
(R2) RECORD DIMENSIONS PER PAR 77TION PLAT MP 88-2 BY
C.H. KETCHAM, FILED 1211911988 (CSO0296)
(R3) RECORD DIMENSIONS PER SURVEY BY ROBER T PO VEY,
FILED 711111984 (CS00295)
IP IRON PIPE
IR IRON ROD
TAX LOT AIG AS INTO GROUND
14-lJ-14-C-001101 I YPC YELLOW PLASTIC CAP
(Not a Part)
I MON. MONUMENT
14
23
1/4 COR
(NOT 77ED THIS SURVEY)
LINE TABLE
LINE
LENGTH
BEARING
11 M
88.48
S53'4248"W
L 1 P
88.44
S53'46'19"W
L2 M
77.57
S53'4852"W
L2 P
77.61
S53'46'19"W
L3 M
196.51
N46'20'35"W
L3 P
196.06
N46 21'28"W
L4 M
30.36
N46 09'00"W
L4 P
30.36
N46 0752"W
P.O. Box 70o?,? Bend, Oregon 97708 (6-41) 382-1962
REGISTERED
PROFESSIONAL
LAND SURVEYOR
v OREGON
JULY 26, 1989
JAMES D. PERRY
2407
RENEWS 12-31-2024
SHEET 2 Of 2 2021037-PP.dwg jdp