HomeMy WebLinkAboutSurvey 20684Deschutes County Official Records
Steve Dennison, County Clerk 2021-68088
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DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT JONATHAN Q. PURNELL AND SUSANNE
PURNELL, AS THE OWNERS OF THE LAND SHOWN ON THE SUBJOINED MAP HAVE
CAUSED SAID LAND TO BE SURVEYED AND PLATTED INTO ONE PARCEL AS SHOWN,
AND DO HEREBY ACCEPT ALL EXISTING EASEMENTS AS SHOWN OR NOTED, AND DO
HEREBY DEDICATE TO THE PUBLIC FOREVER ALL ROAD DEDICATIONS AS SHOWN, AND
DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PARTITION PLAT.
LPIN
JONATHAN P KNELL DATE
SUSANNE PURNELL DATE
STATE OF OREGON
COUNTY OF EMU
ON THIS X9 � DAY OF VV VEmg4�r, 20 BEFORE ME A NOTARY PUBLIC
IN AND FOR THE STATE OF OREGON, PERSONALLY APPEARED JONATHAN Q.
PURNELL AND SUSANNE PURNELL, PERSONALLY KNOWN TO ME OR PROVED TO ME
BY SATISFACTORY EVIDENCE TO BE THE IDENTICAL PERSONS DESCRIBED HEREIN,
WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT
THEY DID SO FREELY AND VOLUNTARILY FOR THE PURPOSE THEREIN NAMED.
SUBSCRIBED AND SWORN BEFORE ME THIS DAY OFOYGK6CI' 20�,
NOTARY NAME: PhmatA i9NAI 7ieNdh
NOTARY PUBLIC, STATE OF OREGON
COMMISSION NO. 9 768 70
MY COMMISSION EXPIRES: lG • 202.2
SURVEYOR'S CERTIFICATE:
I, DIRK P. DURYEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO
HEREBY CERTIFY THAT I OR THOSE UNDER MY DIRECT SUPERVISION, HAVE CORRECTLY
SURVEYED AND MARKED WITH LEGAL MONUMENTS THAT LAND REPRESENTED ON THIS
PARTITION PLAT, AND FURTHER CERTIFY THAT SAID LAND WAS SURVEYED IN
CONFORMANCE WITH THE OREGON REVISED STATUES AND THE RULES OF COMMON
LAW, SAID PLAT IS LOCATED IN THE SOUTHWEST ONE -QUARTER OF THE NORTHEAST
ONE -QUARTER OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 10 EAST, OF THE
WILLAMETTE MERIDIAN, IN DESCHUTES COUNTY, OREGON, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, A 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING" AT THE NORTHEAST ONE -SIXTEENTH CORNER OF SAID
SECTION 17; THENCE ALONG THE NORTH -SOUTH CENTERLINE OF THE NORTHEAST
ONE -QUARTER OF SECTION 17 SOUTH 01'27'28" EAST 1243.71 FEET TO A POINT ON
THE NORTHERLY RIGHT OF WAY LINE OF 6TH STREET; THENCE ALONG SAID
NORTHERLY RIGHT OF WAY LINE SOUTH 89'31'17"W 1017.27 FEET TO A 5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" ON THE EASTERLY
RIGHT OF WAY LINE OF STATIONMASTER WAY; THENCE ALONG SAID EASTERLY RIGHT
OF WAY LINE NORTH 02'09'49" WEST 834.75 FEET TO A 5/8" IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"; THENCE SOUTH 89'34'37" WEST
40.03 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE
ENGINEERING"; THENCE LEAVING THE RIGHT OF WAY LINE OF STATIONMASTER WAY
NORTH 02'03'56" WEST 406.69 FEET TO A POINT ON THE NORTH LINE OF THE
SOUTHWEST ONE -QUARTER OF THE NORTHEAST ONE -QUARTER OF SAID SECTION 17;
THENCE ALONG SAID NORTH LINE NORTH 89'23'02" EAST 1071.85 FEET TO THE POINT
OF BEGINNING.
TOGETHER WITH:
BEGINNING AT A 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "BECON", SAID
POINT ON THE WESTERLY RIGHT OF WAY LINE OF STATIONMASTER WAY, SAID POINT
BEARS SOUTH 48'07'35" WEST 1419.68 FEET FROM THE INITIAL POINT AT THE NE
1 /16TH CORNER OF SECTION 17; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE
OF STATIONMASTER WAY SOUTH 02'09'49" EAST 35.08 FEET TO A 5/8" IRON ROD
WITH RED PLASTIC CAP, ILLEGIBLE; THENCE LEAVING SAID WESTERLY RIGHT OF WAY
LINE SOUTH 89'34'04" WEST 49.91 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"; THENCE NORTH 02'07'28" WEST 35.05 FEET TO A
5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"; THENCE
NORTH 89'31'41" EAST 49.88 FEET TO THE POINT OF BEGINNING.
CONTAINING 29.64 GROSS ACRES, MORE OR LESS.
PARTITION PLAT NO. _J021 110 33
DESCHUTES COUNTY FILE NO. 247- 21- 000315- M P
LOCATED IN THE SW 1/4 NE 1/4 OF SECTION
TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M.,
DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRA
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01414349202100680880010011
D-PP Cnt=1 Pgs=1 Stn=2 12/10/2021 09:35 AM
$25.00 $11.00 $61.00 $10,0Q $6.00 $113.00
17, EASEMENTS & EMCUMBRANCES:
THE PROPERTY IS SUBJECT TO THE FOLLOWING EXCEPTIONS PER
AMERITITLE TITLE REPORT FILE NO. 450263AM, DATED OCTOBER
8, 2021.
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT TRACT OF LAND CONVEYED TO
JONATHAN Q. PURNELL AND SUSANNE PURNELL, OCTOBER 7, 2020, IN BOOK 2020, PAGE 52769, DESCHUTES
COUNTY OFFICIAL RECORDS (D1) AND TO PERFECT A ONE -PARCEL PARTITION, DESCHUTES COUNTY FILE NUMBER
247-21-000315-MP TO VALIDATE THE SUBJECT PROPERTY AS A LEGAL LOT OF RECORD.
THE SUBJECT PROPERTY IS DESCRIBED AS BEING THE SOUTHWEST ONE -QUARTER OF THE NORTHEAST
ONE -QUARTER OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WITH VARIOUS PROPERTIES AND ROADS
EXCEPTED OUT.
WE BEGAN OUR SURVEY BY LOCATING THE MAIN CORNERS OF THE NORTHEAST ONE -QUARTER OF SAID SECTION
17. WE FOUND 2 CENTER ONE -QUARTER CORNERS FOR SECTION 17. IN (R1) JEFF KERN BROKE DOWN SECTION
17, CALCULATED AND SET THE CENTER ONE -QUARTER CORNER A FOUND 3-1/4" BRASS CAP MONUMENT NO. 2
AND THE CENTER NORTH ONE -SIXTEENTH CORNER A FOUND 3" BRASS CAP MONUMENT NO. 4. HE USED THIS
INFORMATION TO FURTHER BREAKDOWN THE NORTHWEST ONE -QUARTER OF SECTION 17. HE NOTED THAT
PROPERTIES IN THE AREA HAVE BEEN USING A FOUND 1" PIPE MONUMENT NO. 1 FOR THE CENTER
ONE -QUARTER OF SECTION 17 PLAUSIBLY SET BY JC STRATTON IN THE PLAT OF DESCHUTES RIVER ACRES,
(R2). NUMEROUS SURVEYS IN THE AREA HAVE HELD THE 1" IRON PIPE MONUMENT NO. 1 AS THE CENTER
ONE -QUARTER AND CORRESPONDINGLY WE WILL ALSO FOR THIS SURVEY. WE FOUND AND HELD THE NORTH
ONE -QUARTER CORNER MONUMENT NO. 3 SET BY JAMES BUSSARD IN (R3) AND FURTHER REFERENCED IN OCRR
601. WE FOUND AND HELD THE 3" ALUMINUM CAP MONUMENT NO. 21 AT THE NORTHEAST CORNER OF SECTION
17 PER (R3). WE CALCULATED THE EAST ONE -SIXTEENTH CORNER AT THE MIDPOINT BETWEEN MONUMENTS NO.
3 AND NO. 21. NEAR THIS CALCULATED POSITION WE FOUND A 3" ALUMINUM CAP PER (R3) LYING ON THE
GROUND NEAR A FENCE POST_ WE FOUND AND HELD A 2" BRASS CAP MONUMENT NO. 18 PER (R16) FOR THE
NORTH ONE -SIXTEENTH CORNER. WE FOUND AND HELD A 2" OPEN IRON PIPE MONUMENT NO. 12 PER (R6) FOR
THE EAST ONE -QUARTER OF SECTION 17. WE BROKE DOWN THE NORTHEAST ONE -QUARTER OF SECTION 17 WITH
THESE MONUMENTS AND CALCULATED POSITIONS FOR THE EAST, CENTER EAST, CENTER NORTH AND NORTHEAST
ONE -SIXTEENTH CORNERS TO ESTABLISH THE BEARINGS FOR THE NORTH AND EAST LINES OF THE SUBJECT
PROPERTY.
THE RIGHT OF WAY LINES FOR STATIONMASTER WAY AND 6TH STREET WERE DEEDED TO THE COUNTY FOR
ROADWAY PURPOSES PER (D5). WE HELD A LINE FROM MONUMENT NO. 6 PER (R8) AND MONUMENT NO. 9 PER
(R7) FOR THE WESTERLY RIGHT OF WAY LINE OF STATIONMASTER WAY. WE OFFSET THIS LINE 60.00 FEET
EASTERLY FOR THE EASTERLY RIGHT OF WAY OF STATIONMASTER WAY. WE HELD THE SOUTH LINE OF THE NE
1/4 OF SECTION 17 FOR THE SOUTHERLY RIGHT OF WAY OF 6TH STREET AND OFFSET THIS SOUTH LINE 60.00
FEET FOR THE NORTHERLY RIGHT OF WAY OF 6TH STREET.
WE HELD THE DEED DISTANCE PER (D1) ALONG THE NORTH LINE OF THE SW1/4 NE 1/4 FOR THE NORTHWEST
CORNER OF THE SUBJECT PROPERTY. WE HELD A LINE FROM MONUMENT NO. 22 PER (R7) AND MONUMENT NO.
9 PER (R7). WE EXTENDED THIS LINE TO MEET THE WESTERLY AND EASTERLY RIGHT OF WAY LINES OF
STATIONMASTER WAY. WE HELD THE DEED DISTANCE OF 20.00 FEET PER (D1) ALONG THIS LINE EAST OF
MONUMENT NO. 9 FOR THE PROPERTY CORNER FOR PARCEL 1. DEEDS (D1, D3) CALL FOR A DISTANCE OF
441.43 FEET FROM THE CENTER NORTH ONE -SIXTEENTH CORNER TO THE NORTHEAST CORNER OF LOT 5, BLOCK
3, DESCHUTES RIVER ACRES. BECON SET A CORNER AT THE NORTHEAST CORNER OF LOT 5 AND WE HELD THIS
MONUMENT NO. 22 FOR LINE. NOTE THE ACTUAL CALCULATED DISTANCE IS 405.96 FEET.
IN DEED (D6) PAUL YAGER DEDICATED TO THE PUBLIC FOR ROADWAY PURPOSES AN UNNAMED ROAD WHICH
APPEARS TO BE A 150.00 FOOT EASTERLY EXTENSION OF THE UNNAMED ROADWAY IN DESCHUTES RIVER ACRES
BETWEEN LOT 1, BLOCK 3 AND LOT 1, BLOCK 4. WE HELD A LINE BETWEEN MONUMENT NO. 25 PER (R7) AND
MONUMENT 8 PER (R7) FOR THE NORTH LINE OF THE ROADWAY. A PORTION OF THIS ROADWAY FALLS WITHIN
PROPERTY DESCRIBED AS PARCEL 4 IN WARRANTY DEED (D4). PAUL YAGER SOLD THIS PROPERTY PRIOR TO THE
ROADWAY SALE TO THE PUBLIC. THIS LEFT AN APPROXIMATE 35 FOOT +/- STRIP OF ROADWAY NORTH OF (D4).
THE REMAINDER PORTION OF THE SW 1/4 NE1/4 LYING BETWEEN THIS ROADWAY IN (D6) AND STATIONMASTER
WAY IN (D5) WILL BE DEDICATED TO THE PUBIC IN THIS PARTITION.
OTHER MONUMENTS WERE FOUND DURING THE COURSE OF THIS SURVEY AND ARE AS SHOWN.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM
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 COCS HORIZONTAL DATUM IS NAD83 (91) AND
USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
RENEWS: 12/31 /21
PARCEL
1
29.42
AC
ROAD DEDICATION AREA
1
0.04
AC
ROAD DEDICATION AREA
2
0.07
AC
ROAD DEDICATION AREA
3
0.11
AC
TOTAL 29.64 AC
SHEET INDEX:
SHEET 1 - APPROVALS, DECLARATION, NARRATIVE
SHEET 2 - OVERALL PROPERTY VIEW
SHEET 3 - DETAILS
ITEM NO. 7 - RIGHTS OF THE PUBLIC AND GOVERNMENTAL
BODIES IN AND TO THAT PORTION OF SAID PREMISES NOW OR
AT ANY TIME LYING BELOW THE HIGH WATER LINE OF THE
LITTLE DESCHUTES RIVER, INCLUDING ANY OWNERSHIP RIGHTS
WHICH MAY BE CLAIMED BY THE STATE OF OREGON AS TO ANY
PORTION NOW OR AT ANY TIME LYING BELOW THE ORDINARY
HIGH WATER LINE.
SUCH RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHING
AS MAY EXIST OVER THAT PORTION OF THE PROPERTY NOW OR
AT ANY TIME LYING BENEATH THE WATERS OF THE LITTLE
DESCHUTES RIVER.
ALL MATTERS ARISING FROM ANY SHIFTING IN THE COURSE OF
THE LITTLE DESCHUTES RIVER INCLUDING BUT NOT LIMITED TO
ACCRETION, RELICTION AND AVULSION.
ITEM NO. 9 - AN EASEMENT RECORDED APRIL 4, 1925, IN
VOLUME 39, PAGE 221, DESCHUTES COUNTY OFFICIAL RECORDS.
SAID EASEMENT FOR FLOWAGE AND SEEPAGE ONTO THE S 1 /2
NE 1/4 OF SECTION 17 BY USE OF SAID LANDS FOR RESERVOIR
PURPOSES AND OPERATION AND MAINTENANCE OF NECESSARY
IRRIGATION STRUCTURES AND WORKS. THE SUBJECT PROPERTY
IS A PORTION OF LAND LOCATED IN THE S 1 /2 NE 1/4.
THERE ARE NO RESERVOIRS OR IRRIGATION STRUCTURES
LOCATED ON THE SUBJECT PROPERTY.
DItS&UTES COUNTY SURVEYOR
DESCHUTES COUNTY PLANNING
DESCHUTES COUNTY ENVIRONMEN
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DESCHUTES COUNTY ROAD DEPT.
TAL HEALTH
DATE
ATE
DATE
�d2
DATE
SIGNATURE BY THE BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE
BY THE COUNTY A Y DEDICATION MADE HEREON TO THE PUBLIC
2 mkt., �-� 1 �-
DESCHUTES COUNTY COMMISSIONERS D TE
ASSESSOR'S CERTIFICATE: I HEREBY CERTIFY THAT ALL AD VALOREM TAXES,
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 THIS PLAT DURING THIS TAX YEAR, BUT NOT YET CERTIFIED TO THE
TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME:
0
DESCHUTfS COUNTY TA*ASSESSOR
DATE
I CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE:
NNW, A - a go MUM.46..4 LL4 QA -L: 2
DESCHU ES COUNTY A COLLECTOR DA
NOTE: THERE ARE NO WATER RIGHTS
ASSOCIATED WITH THIS PARTITION
TITLE: PURNELL PARTITION PLAT
s
JOB NO: 2589 JOHN & SUSANNE PURNELL
SCALE: BY: P.A.T.„
DATE: 11-23-2021
, OR
?589_Purnell Partition plat.dw SHEET: 1 OF 3 725 NW HILL, BEND97703 541-389-6959
);rll
CS 10684
° I S COUNTY SURVEYOR
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N89'14'46"E 2614.11'
1307.05' T
N89'24'56"E 1307.41' (R3)
S89'24'56"W 1307.42' (R12) E 1/16TH CORNER, CALCULATED
N89'19'03"E 1307.21' (R16) POSITION, FOUND 3" ALUMINUM CAP I
STAMPED "GREEN EMPIRE INC." PER
(R3) LYING ON GROUND NEAR
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DETERIORATED TREE STUMP 6.5' NE 4
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S89'31'17"W 1017.27'
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200.10
N89'35'33"E
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1395.43
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200.00' (R7)
,
1276.65'
SECTION 17, PER
200.00' (R8)
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323.83'
N89'16'24"E
NE 1/16TH TO
MON. NO. 19
N89'28'01 "E
323.02' (R10)
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1307.06'
89'24'06"E 1307.12' (R3)
S89.04'W 1308.8' (R14)
N89'19'03"E 1306.94' (R16)
RENEWS: 12/31 /21
1293.13'
300.01' 20 17
N89'26'34'E
MON. NO. 19 TO
NO. 20
N 89'29' 27"E
300.03' (R9)
PARCEL 3
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(R1) NOT HELD C 1/4 CORNER I O S89'31'17"W 2553.31"
0 N89'31'06"E 2553.34' (R8)
SECTION 17 PER
(R2) HELD S89'34'34"W 2614.62'
MON. NO. 2 TO MON. NO. 12
N89'34'15"E 2614.67' (Rl) S89'34'15"W 2614.64' (Rl l )
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SEE DETAIL "E", SHEET 3
O N89'23'40"E 607.94'
MON. NO. 17 TO NO. 18
N89'29'27"E 608.07' (R9)
N89'34'35"E 60.07'
MON. NO. 20 TO NO. 17
N89'29'27"E 60.00' (R9)
60.01' (R16) y
PARCEL 1
MP-89-30
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60.00' (R9,R17)
L 1. 60.00' 13
6TH STREET
957.77' ,
S89'36'30"W 957.82' (R9) 17 16
N89'36'30"E 957.82' (R16)
12
1276.65'
S89'36'30"W 1277.02' (R6) E 1 /4 CORNER
N89'36'40"E 1277.00' (R10) SECTION 17
PARTITION PLAT NO.-#20;)II010.31
DESCHUTES COUNTY FILE NO. 247-21-000315-MP
LOCATED IN THE SW 1 /4 NE 1 /4 OF SECTION 17,
TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M.,
DESCHUTES COUNTY, OR EGON
LEGEND
0 MONUMENT FOUND AS NOTED AND DESCRIBED IN MONUMENT INFORMATION
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
(R1) SURVEY BY JEFF KERN, PLS 1081, FILED 6-14-1995, CS12222
(R2) PLAT OF DESCHUTES RIVER ACRES BY L.C. STRATTON, PE 4563, FILED
1-26-1962, CS06683
(R3) SECTION 8 BREAKDOWN BY JAMES BUSSARD, PLS 599, FILED
3-09-1970, CSO4795
(R4) SURVEY FOR THE PLAT OF "RIO LAND" BY RICHARD BURTON, PLS 842,
DATED 6-16-1969, CSO4755
(R5) PLAT OF "RIO LAND" BY RICHARD BURTON, PLS 842, FILED 6-18-1969, CS09301
(R6) PLAT OF "SINGING PINES" BY THOMAS BURTON, PE 5373, FILED
9-07-1967, CS09729
(R7) SURVEY BY ERIK HUFFMAN, PLS 70814, FILED 2/11/2021, CS20459
(R8) SURVEY BY JEFF KERN, PLS 1081, FILED 3-9-1999, CS13555
(R9) PARTITION, MP-89-30 BY JAMES TYE, PLS 1104, FILED 10-31-1989, CSO4855
(R10) SURVEY BY EDGAR GRAVES, PLS 980, FILED 5-9-1973, CSO4762
(R11) SURVEY BY SCOTT FRESHWATERS, PLS 2253, FILED 7-21-2005, CS16510
(R12) SURVEY BY NORBERT VOLNY, PLS 58541, FILED 8-17-2005, CS16551
(R13) SURVEY BY JEAN HAWTHORNE, PLS 454, FILED 8-10-1966, CSO4756
(R14) PLAT OF LAPINE ACRES BY R.S. ALLMON, PE 4840, 8-14-1962, CS07946
(1315) PLAT OF FIRST ADDITION DESCHUTES RIVER ACRES BY L.C. STRATTON, PE
4563, 3-21-1962, CS06684
(1316) DESCHUTES COUNTY ROAD DEPARTMENT SURVEY FOR DORRENCE MEADOW ROAD
E-14, DATED JUNE 1976, RD 02057
(R17) PARTITION, MJP-77-2 BY RICHARD GRAUE, PLS 930, FILED 5/01 /1977,
CSO4852
(D1) SUBJECT PROPERTY WARRANTY DEED RECORDED OCTOBER 7, 2020, IN
BOOK 2020, PAGE 52769, DESCHUTES COUNTY OFFICIAL RECORDS
(D2) WARRANTY DEED RECORDED SEPTEMBER 1, 2020, IN BOOK 2020, PAGE
44657, DESCHUTES COUNTY OFFICIAL RECORDS
(D3) WARRANTY DEED RECORDED JANUARY 4, 2016, IN BOOK 2016, PAGE 100,
DESCHUTES COUNTY OFFICIAL RECORDS
(D4) WARRANTY DEED, PARCEL 4, RECORDED JUNE 3, 1978, IN BOOK 2020,
PAGE 25519, DESCHUTES COUNTY OFFICIAL RECORDS
(D5) BARGAIN AND SALE DEED TO PUBLIC FOR ROADWAY PURPOSES RECORDED
DECEMBER 22, 1978, IN VOLUME 290, PAGE 299, DESCHUTES COUNTY
OFFICIAL RECORDS
(D6) BARGAIN AND SALE DEED TO PUBLIC FOR ROADWAY PURPOSES RECORDED
JANUARY 22, 1979, IN VOLUME 292, PAGE 261, DESCHUTES COUNTY
OFFICIAL RECORDS
SEE SHEET 3 FOR MONUMENT
INFORMATION AND DETAILS
SHEET INDEX:
SHEET 1 - APPROVALS, DECLARATION, NARRATIVE
SHEET 2 - OVERALL PROPERTY VIEW
SHEET 3 - DETAILS
TITLE: PURNELL PARTITION PLAT
JOB NO: 2589 - JOHN & SUSANNE PURNELL
SCALE: 1 "=200' BY: P.A.T.
DATE: 11-23-2021z
725 NW HILL, BEND, OR
7-589-Purnell Partition plat.dw SHEET: 2 OF 3 97703 541-389-6959
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PER SECTION 17, N89'31'06"E 200.00' (R8)
NOT HELD
N89'35'33"E 200.00' (R7)
N88'08'23W 61.37' IC 1/4 CORNER
N88'06'35"W 61.42' (R7) SECTION 17, PER
N88'11'29W 61.36' (R8) (R2) HELD
S88-05'01 "E 61.39' (R11)
ROAD
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SEE DETAIL "D"
2
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DEDICATION
AREA 3
5056 SF
(0.11 AC)
119.54'
89'31'17"W
MONUMENT INFORMATION
0 C 1 /4 CORNER, SECTION 17, FOUND 1" OPEN PIPE PER (R2) HELD
OFOUND 3-1/4- BRASS CAP, STAMPED PLS 1081, 1995, N88'0823"W
61.37' FROM C 1 /4 CORNER PER (R1), NOT HELD
ON 1 /4 CORNER, FOUND 3" ALUMINUM CAP PER (R3)
REFERENCED BY OCRR 601, HELD
O4 FOUND 3" BRASS CAP PER (R1), NOT HELD
O5 FOUND 5/8" IRON ROD, NO CAP, S55'15'45"E 1.88' FROM 3"
BRASS CAP, MONUMENT NO. 4, ORIGIN UNKNOWN, NOT HELD
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERN
O LS 1081" PER (R8), 0.12' SOUTH OF E-W CENTER SECTION LINE,
HELD FOR WESTERLY RIGHT OF WAY LINE OF STATIONMASTER WAY
O7 FOUND 5/8" IRON ROD WITH RED PLASTIC CAP, ILLEGIBLE PER (R8)
OFOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED
8 "BECON" PER (R7),HELD
OFOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED
9 "BECON" PER (R7), HELD
10 FOUND 1/2- IRON ROD, NO CAP PER (R10), HELD
11 FOUND 1/2" IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R10)
12 FOUND 2" OPEN IRON PIPE PER (R6)
13 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PROP
CORNER" PER (R17)
14 FOUND 1/2" IRON ROD PER (R10) INSIDE A 1-1/4" IRON PIPE, NOT HELD
15 FOUND 1/2- IRON ROD, NO CAP, NOT HELD, ORIGIN UNKNOWN
16 FOUND 1/2- IRON ROD, NO CAP, N05'48'43"W 3.00' FROM
CALCULATED NE 1/16TH CORNER, ORIGIN UNKNOWN
17 FOUND 1/2" IRON ROD, NO CAP, ORIGIN UNKNOWN, NOT HELD, (R16)
SHOWS SETTING 3/4" IRON ROD
18 FOUND 2" BRASS CAP IN CONCRETE, NO MARKINGS PER (R16), HELD
19 FOUND 1/2" IRON ROD, NO CAP, ORIGIN UNKNOWN, NOT HELD
20
FOUND 1/2- IRON ROD, NO CAP, ORIGIN UNKNOWN, NOT HELD, (R16)
NOTES SETTING 3/4" IRON ROD
21 FOUND 3" ALUMINUM CAP PER (R3)
FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "BECON" PER
22 (R7) HELD FOR LINE, MONUMENT IS S89'34'37"W 0.48' FROM CALCULATED
POSITION
23 FOUND 5/8" IRON ROD, N.0 CAP, ORIGIN UNKNOWN
24 FOUND 1/2" IRON ROD, NO CAP PER (R2)
O25 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "BECON" PER
(R7) HELD FOR LINE, BEARS N89'31'41 "W 0.25' FROM CALCULATED POSITION
26 FOUND 1/2" SMOOTH IRON ROD IN 2" IRON PIPE PER (R4,R5)
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NOT HELD
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S89'23'02"W
S89'23'02"W
PARCEL 1
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SCALE: 1 "=3'
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N89'34'37"E 60.03'
1 l ' STATI ON M ASTER WAY
23 rq
DETAIL "C"
SCALE: 1 "=10'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
128.68'
50.00'
171.32'
NO2'34'11 "E
96.00,
147'27'34"
[:C2
132.27'
100.00'
77.83'
S52'35'07"E
122.84'
75-47-12'
i ROAD DEDICATION, AREA 1
LOT 1, BLOCK 3 1748 SF (0.04 AC)
N89'35'33"E 200.00' (R7)
WEST 200-00' (D1,D3)
25 _ N89'31'41 "E 199.88' - -
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DESCHUTES RIVER - - tQ 0 D - 150.00' - - - 49.91'
ACRES' 0 o , � ; S89'34 04 W 199.91 41
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LOT 1, BLOCK 4
DETAIL "D"
SCALE: 1 "=30'
SHEET INDEX:
SHEET 1 - APPROVALS, DECLARATION, NARRATIVE
SHEET 2 - OVERALL PROPERTY VIEW
SHEET 3 - DETAILS
INITIAL POINT
NE 1/1 6TH
CORNER
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RENEWS: 12/31 /21
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