HomeMy WebLinkAboutSurvey 20599Deschutes County Official Records
Steve e""'s°", County Clerk 2021-49880
PARTITION PLAT
NOO a(o PARTITION PLAT
PART OF PARCEL 1, PARTITION PLAT N0. 1995-53
LOCATED IN THE SOUTHEAST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2021 PZ-19-0647
5/8" IRON ROD � �
5/8' IRON ROD 5/YPC MARKED ARC C.'-- r CAP GONE-CS15020
SCE8�S PE NO'21 '09"E 15.97'(M) 0 0 4 � 26 HELD FOR R/W PER (R3) ,�� 0` � "
5/8 IRON ROD
SO'23'43"W 15.97'(R5) P P No'46' 19"E 14.92(M) �O �0p/ ti CAP GONE-(R7)
N00 24 04 E 14.92 (R7) ���L <0 . �; �1 HELD FOR R/W
/ S89'50' 18"E 300.00'(M)
RECOGNIZED CENTER 1/4 CORNER
S89'48'50"E 300.00'(R3)
AXLE, DOWN 2.0' PER (R1)(R3)
PART OF
0BEHIND CURB .5'
PARCEL 1 . N C1 /
1144 SQ FT ���'oo` S89'51'00"E 129.32'(R4)
S89'50' 18"E 140.68' /L2 h�' h`'� _ S89'47'36"E 129.32'(M)
N87'47'01 "W 60.03'(M)
R '
S "
10 ,� 5/8 IRON ROD
00 R ` W/YPC MARKED
(R6}HELD �N � •'�
30 30 / r� By OFD/ O �l. "W&H PACIFIC" PER R4
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S89-38'32"E
30.00'
30'
I 30'
-SO'21'28"W
150.16'(M)(R6)
I
1
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30.
INITIAL
POINT
G/
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5/8" IRON ROD W/YPC MARKED "KERN LS1081'
I� DOWN 6" IN A.C. PER (R1 }FOUND IN (R8)
0
(MXR1)(R2)
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I PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C1
740.00
8.05
8.05
S41059'56"W
0037'24"
C2
740.00
48.89
48.88
S39047'4O"W
3'47'08"
C3
740.00
160.44
160.12
S31'41'27"W
12025'19"
C4
1230.00
126.93
126.88
N73°42107"W
505446"
C5
20.00
39.46
33.37
N14'13'03"W
113003'22"
C6(C)
1240.00
141.04
140.96
S73030123"E
6031'01"
C6(R1)
1240.00
141.06
140.98
N73'30'25"W
6031'04"
C6(R2)
1240.00
141.06
140.98
N73-29150-W
6'31'04"
C7(C)
23.00
45.18
38.26
S13'58'08"E
112'33'31"
C7(R1)
23.00
45.18
38.26
N13'5824"W
112033'31"
C7(R2)
23.00
45.18
38.26
N13'S7'S0"W
112032'56"
C8(C)
730.00
236.48
235.45
S33001'49"W
1803338"
C8(R1)
730.00
236.48
235.45
S33-01149-W
18-33-38"
C8(R2)
730.00
236.48
235.45
S33001150-W
1803338"
C9(C)
1300.00
58.48
58.48
N69'38'33"W
2'34'39"
C9(R1)
1300.00
58.48
68.47
N69038'36"W
2034'38"
C9(R2)
1300.00
58.48
58.48
N69039101 "W
20341390
C10(C)
23.00
27.83
26.17
S76'5842"W
69'20'09"
C10(R1)
23.00
27.83
26.17
N76'5842"E
69-20-08"
C10(R2)
23.00
27.83
26.16
N76058'28"E
69'1940"
C11(C)
700.00
512.55
501.18
S21'20'03"W
41057'10"
C11(R1)
700.00
512.55
501.18
S21'20'03"W
41'57'10"
T rPrNTn
01394801202100498800010010
D-PP Cnt=1 Pgs=1 Stn=6 08/27/2021 11
$25.00 $11.00 $61.00 $10.00 $6.00 <
SCALE. 1 "= 40'
0 40
• = FOUND PER NOTED RECORD
0 = SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "SCE&S"
(R1) =
PARTITION PLAT
NO. 1995-53 BY J. KERN (CS12408)
(R2) =
PROPERTY LINE
ADJUSTMENT SURVEY BY S. HANNAS (CS14506)
(R3) =
PARTITION PLAT
NO. 2004-26 BY L. MILLER (CS15817)
(R4) =
FOXBOROUGH -
PHASE 6 PLAT BY L. BRUNO (CS16026)
(R5) =
STONE CREEK, PHASE 5 PLAT BY D. BURTON (CS20289)
(R6) =
PAULINA PEAKS,
PHASE 2 PLAT BY W. COLISCH (CS15459)
MONUMENT=5/8" IRON ROD W/YPC MARKED "LS 2659"
(R7) =
AMERICAN LANE
INDUSTRIAL PARK PHASE I BY M. TYE (CS15888)
(R8) = SURVEY BY D. BURTON (CS19922)
W/YPC= WITH YELLOW PLASTIC CAP
(M) _
(C) _
EDESCHUTES COUNTY SURVEYOR R/W =
Fit.ED � � � BY:
CLIENT: MURRAY PERKINS
MEASURED
CALCULATED
RIGHT OF WAY
W.O. # 8936-19
REGISTERED
PROFESSIONAL
ILANDSURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
PLATE ONE OF TWO
:35 AM
�1 13.00
CS 2 0 599
PARTITION PLAT NO PARTITION PLAT
PART OF PARCEL 1, PARTITION PLAT N0. 1995-53
LOCATED IN THE SOUTHEAST ONE —QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2021 PZ-19-0647
SURVEYOR'S CERTIFICATE
I, DANIEL T. BURTON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE
OF OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER
MY DIRECT SUPERVISION HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER
MONUMENTS THE LAND REPRESENTED ON THIS PARTITION PLAT MAP AND THE
FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF SAID LAND:
THAT PORTION OF PARCEL 1 OF PARTITION PLAT NO. 1995-53 (ALSO DESCRIBED IN
SURVEY CS # 14506, FILED MAY 30, 2001 IN THE DESCHUTES COUNTY SURVEYOR'S
OFFICE, AS A PORTION OF ADJUSTED PARCEL 2 OF PARTITION PLAT NO. 1995-53)
LYING SOUTH AND WEST OF AMERICAN LANE AND EAST OF BROSTERHOUS ROAD,
LYING WITHIN THE NORTHWEST 1 /4 OF THE SOUTHEAST 1 /4 (NW 1 /4 SE 1 /4) OF
SECTION 9 IN TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, A 5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP
MARKED "SCE&S" AT THE MOST SOUTHERLY CORNER OF THE SOUTHERLY TRACT OF
THE TWO NORTHERLY PORTIONS OF SAID PARCEL 1; THENCE ALONG THE LINES OF
SAID PARCEL 1 THROUGH THE FOLLOWING COURSES: NORTH 0'21'28" EAST 294.21
FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF REALIGNED
BROSTERHOUS ROAD, 30 FEET FROM CENTERLINE; THENCE 141.04 FEET ALONG SAID
SOUTHERLY RIGHT OF WAY LINE, ALONG THE ARC OF A 1240.00 FOOT RADIUS
CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 6'31'01" (THE CHORD OF
WHICH BEARS SOUTH 73030'23" EAST, 140.96 FEET TO THE BEGINNING OF A 23.00
FOOT RADIUS COMPOUND CURVE; THENCE 45.18 FEET ALONG THE ARC OF SAID
CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 112033'31" (THE CHORD OF
WHICH BEARS SOUTH 13'58'08" EAST, 38.26 FEET TO THE POINT OF TANGENCY;
THENCE SOUTH 42'18'38" WEST 26.59 FEET TO THE BEGINNING OF A TANGENT
730.00 FOOT RADIUS CURVE; THENCE 236.48 FEET ALONG THE ARC OF SAID CURVE
TO THE LEFT, THROUGH A CENTRAL ANGLE OF 18-33'38" (THE CHORD OF WHICH
BEARS SOUTH 33'01'49" WEST, 235.45 FEET) TO THE INITIAL POINT.
TOGETHER WITH: COMMENCING AT SAID INITIAL POINT; THENCE NORTH 0'21'28" EAST
316.21 FEET; THENCE SOUTH 89'50' 18" EAST 140.68 FEET TO THE POINT OF
BEGINNING, BEING THE MOST WESTERLY CORNER OF THE NORTHERLY PORTION OF
SAID PARCEL 1; THENCE ALONG THE LINES OF THE NORTHERLY PORTION OF SAID
PARCEL 1 THE FOLLOWING COURSES: SOUTH 89'50'18" EAST 93.23 FEET; THENCE
SOUTH 42'18'38" WEST 19.18 FEET TO THE POINT OF TANGENCY; THENCE 27.83
FEET ALONG THE ARC OF A 23.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 69-20'09" (THE CHORD OF WHICH BEARS SOUTH 76-58'42"
WEST, 26.17 FEET) TO A POINT OF REVERSE CURVATURE; THENCE 58.48 FEET
ALONG THE ARC OF A 1300.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 2034'39" (THE CHORD OF WHICH BEARS NORTH 69*38,33" WEST,
58.48 FEET) TO THE POINT OF BEGINNING.
CONTAINING 23,238 SQUARE FEET, MORE OR LESS.
SURVEYOR'S NARRATIVE
DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT Murray W Perkins LLC, an Oregon limited
liability company, OWNER, HAS CAUSED SAID LANDS TO BE SURVEYED AND
PARTITIONED INTO PARCELS, IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER
92; AND HEREBY DEDICATES TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY
PURPOSES, THE ADDITIONAL PUBLIC STREET RIGHT OF WAY AS SHOWN ON THIS PLAT;
AND HEREBY SUBMITS FOR APPROVAL AND RECORD THIS PARTITION PLAT.
/�/"' Z-")-p , L LG -i-2 -,.?/
Murray W rkins LLC, an Oregon limited liability company Date
By. Murray W. Perkins, Member
ACKNOWLEDGMENT
State of __1
f� j SS
County of azL2_
On this day ofA2021, before me a Notary Public in and for
the State of _ personally appeared Murray W. Perkins, Member of
Murray W Perkins LC, an Oregon limited liability company, to me personally known or
proved to me by satisfactory evidence to be the identical persons herein described,
who executed the foregoing declaration and acknowledged to me that he did so
freely and voluntarily for the purpose therein named.
Q,to
�7 A Adauk-fit -
(Printed Name)
Notary Public for the State of
Z, �
(Sign ure)
My Commission Expires 23, ZO
1�9peiil Out Month, 2 Digit Date, Complete Year)
Commission No. 10015T
THE PURPOSE OF THIS SURVEY IS TO PARTITION THAT PROPERTY DESCRIBED IN THE "SURVEYOR'S CERTIFICATE".
CONTROL FOR THIS SURVEY WAS BASED ON THE PRIOR PARTITION PLAT OF THE PROPERTY, PARTITION PLAT NO.
1995-53 (CS12408), A PRIOR SURVEY OF THE SUBJECT PROPERTY, CS14506, PARTITION PLAT NO. 2004-26
(CS15817), THE PLAT OF FOXBOROUGH — PHASE 6 (CS16026), THE PLAT OF PAULINA PEAKS, PHASE 2 (CS15459)
AND THE PLAT OF STONE CREEK, PHASE 5 (CS20289).
THE BASIS OF BEARINGS FOR THIS SURVEY IS A LINE BETWEEN THE RECORD MONUMENTS FOUND AT THE CENTER
1 /4 CORNER AND ON THE CENTERLINE OF BROSTERHOUS ROAD. THESE MONUMENTS AND THOSE MONUMENTS ON
THE WEST RIGHT OF WAY LINE OF BROSTERHOUS ROAD FROM THE PLAT OF PAULINA PEAKS PHASE 2 WERE HELD
TO ESTABLISH THE EAST RIGHT OF WAY LINE OF BROSTERHOUS ROAD AND THE WEST LINE OF THE SOUTHERLY
TRACT. RECORD MONUMENTS CALLED FOR ON THE SUBJECT BOUNDARY LINES WERE SEARCHED FOR AND NOT
FOUND. THERE HAS BEEN EXTENSIVE CONSTRUCTION IN THIS AREA.
THE REMAINING BOUNDARY LINES WERE ESTABLISHED FROM THE DETERMINED WEST LINE HOLDING THE RECORD DATA
AS CALLED FOR ON PARTITION PLAT NO. 1995-53 (CS12408), AND CS14506, WITH THE NORTH LINE OF THE NORTH
PARCEL FITTING RECORD POSITION BASED ON THE MONUMENTS FOUND AT THE CENTER 1 /4 CORNER AND
NORTHERLY SOUTHEAST CORNER OF PARCEL 1, PARTITION PLAT NO. 2004-26.
MONUMENTS FOUND TO THE NORTH ON THE EASTERLY AND WESTERLY RIGHT OF WAY LINES OF AMERICAN LANE
MEASURE AT RECORD POSITIONS, HOLDING RECORD (R1) AND (R2) CURVE AND TANGENT GEOMETRY FOR THE
EASTERLY BOUNDARY.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
APPROVALS
DEk4WEt COUNTY SURVEYOR
CITY QVBEND ENGINEER
r�
CITY OF BEND PLA
NG DIRECTOR
S• /
, 2021
2021
, 2021
a41V Asti , 2021
DESCHUTES COUNTY COMMISSIONER
SIGNATURE BY THE CITY OF BEND PLANNING DIRECTOR AND ENGINEER
CONSTITUTES ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION
MADE HEREON TO THE PUBLIC.
I CERTIFY TAXES ARE PAID AS OF THIS DATE
P-2o
DESCHU-TES COUNTY TRE'ASLWER & TAX COLLECTOR
, 2021
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS,
FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE
2021-2022 TAX ROLLS WHICH BECAME A LIEN OR WILL BECOME A LIEN
ON THE PLAT DURING THIS TAX YEAR, BUT NOT YET CERTIFIED TO THE
TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME.
�1
DESCHU
0
COHIN TY ASSESSOR
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PLAT.
DESCHUTES COUNT1' SURVEYOR
SLED 4' �°� � BY: �,
2021
cz
40
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Ix 20iell
CLIENT: MURRAY PERKINS
W.O. # 8936-19 PLATE TWO OF TWO