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DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT KEN LYNN, AS THE OWNER OF THE
LAND SHOWN ON THE SUBJOINED MAP HAS CAUSED SAID LAND TO BE SURVEYED
AND PLATTED AS SHOWN, AND DO HEREBY DEDICATE TO THE PUBLIC A 10.00 FOOT
RIGHT OF WAY AS SHOWN FOR ROADWAY PURPOSES AND DO HEREBY ACCEPT ALL
EXISTING EASEMENTS AS SHOWN OR NOTED, AND DO HEREBY SUBMIT FOR
APPROVAL AND RECORD SAID PARTITION PLAT.
�5 2
KEN LYNN
STATE OF OREGON
COUNTY -OF
42� zo zo
DATE
ON " THIS DAY OF 2020, BEFORE ME A NOTARY PUBLIC .
IN AND FOR THE STATE OF OREGO , PERSONALLY APPEARED KEN LYNN,
PERSONALLY KNOWN TO ME OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE
THE IDENTICAL PERSON DESCRIBED HEREIN, .WHO EXECUTED THE FOREGOING
DECLARATION AND ACKNOWLEDGED TO ME THAT HE DID SO FREELY AND
VOLUNTARILY FOR THE PURPOSE THEREIN NAMED.
SUBSCRIBED AND SWORN BEFORE ME THIS �9� DAY OF Mh Y. 2020
LOT 5, BLOCK. 18, AND PORTION OF COMMON AREA,
WOODRIVER VILLAGE
CITY OF BEND FILE ' NO• PZ '90~0720
LOCATED IN THE SE 1 /4 of SEC31ON 6,
TOWNSHIP-18 SOUTH, RANGE, 1.2 " EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
5.0.YE.YQR'S-BABEA11,•
THE PURPOSE OF THIS SURVEY IS TO PARTITION THE SUBJECT PROPERTY
INTO STREETS AND PARCELS AS SHOWN. SAID PROPERTY IS LOT 5,
WOODRIVER VILLAGE. TOGETHER WITH A PORTION OF COMMON AREA OF SAID
WOODRIVER VILLAGE DESCRIBED IN VOLUME 2000-16031, EXCEPTING THAT
PORTION DEDICATED FOR THE RIGHT--OF--WAY OF REED MARKET ROAD IN
VOLUME 2002-44038. FOR . THE WEST LINE, I HELD THE 1 /2" REBAR AT THE
SOUTHWEST CORNER AND THE 5/8" REBAR WITH CAP MARKED "TYE
ENGINEERING" AT THE NORTHWEST CORNER. FOR THE SOUTH LINE I HELD
THE 1 /2" REBARS AT THE SOUTHWEST AND SOUTHEAST. CORNERS WHILE
HOLDING THE RECORD DISTANCE OF 70.97 FEET .FOR THE TANGENT AND
RECORD CURVE RADIUS.. FOR. THE EAST LINE, I HELD THE 1/2" REBAR AT
THE SOUTHEAST- CORNER AND .THE NAIL AND WASHER BY GARY DEJARNATT
(R4) WHICH -WAS HELD FOR ALIGNMENT .BUT NOT HELD AS THE NORTHEAST
CORNER OF, SUBJECT PROPERTY. IN 'REVIEWING GARY'S SURVEY, HE
RETRACED THE DEDICATION DEED FROM HIS NORTHEAST CORNER HOLDING
BEARINGS AND DISTANCES GOING .WEST BUT ENDS 6.13 FEET,SOUTHERLY
FROM THE - NORTH LINE OF THE SE .1 /4 OF THE SE 1 /4 OF. SECTION 6, AND
THE DEDICATION PER (R2). , FOR' DEDICATION (D3) AND OUR DEDICATION
(D2) THE MEASUREMENT OF .7.18 FEET TO THE NORTH LINE OF THE SE 1 /4
OF THE SE 1/4.OF SECTION. 6 WAS HELD. THE NAIL AND, WASHER FALLS
ONTO OF THE CITY'S RETAINING WALL CONSTRUCTED WITH THE
IMPROVEMENTS TO REED MARKET ROAD BUT HOLDING 7.18 FEET FROM THE
PROPERTY CORNER FALLS JUST BEHIND THE WALL. FOR THE NORTH LINE
OF THE PROPERTY I RETRACED THE DEDICATION FROM D2 AND ROTATED AND
SCALED THE LINE TO FIT.
NOTARY NAME: OFMIA STAM
NOTARY PUBLIC, STATE OF OREGON Pt�;�tAAWT�ll�W
NOTARY PUBUC-OREGON
caMMlsslaN N0. COMMIsSM NO, 97r68ry
MY COMMISSION EXPIRES: 20A,�r FMYt�AXSSMEXPIRES,1MY16.2Q22
SURV YOR'S CERTIFICA
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, SAID PLAT IS LOCATED IN THE SOUTHEAST ONE --:-QUARTER OF THE
SOUTHEAST ONE --QUARTER OF SECTION .6; TOWNSHIP 18 SOUTH, RANGE 12 EAST, OF'
THE WILLAMETTE MERIDIAN, CITY- OF - BEND, DESCHUTES COUNTY; . OREGON, MORE
PARTICULARLY' DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT SAID POINT BEING A 5/8" REBAR WITHA YELLOW
PLASTIC CAP MARKED "TYE ENGINEERING"AT THE NW CORNER OF . LOT 5 AND A POINT
ON THE. SOUTHERLY RIGHT OF WAY OF REED MARKET ROAD; THENCE ALONG SAID
RIGHT OF WAY OF REED MARKET ROAD, SOUTH 84'25'00" EAST 61.51 FEET TO A.
5/8" REBAR WITH A YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"; THENCE
CONTINUING ALONG SAID RIGHT OF WAY OF REED MARKET ROAD SOUTH 88`3140"
EAST 68.59 FEET TO THE NORTHEAST CORNER OF THE SUBJECT PROPERTY, SAID
CORNER IS WITNESSED BY A 5/8" REBAR WITH A YELLOW PLASTIC CAP MARKED "TYE
ENGINEERING" WHICH BEARS NORTH 12'01'57" EAST 1.00 FEET; THENCE LEAVING SAID,
RIGHT OF WAY OF REED MARKET ROAD SOUTH 12'01'57" WEST 136.87 FEET ALONG
THE,EAST. LINE OF LOT 5 TO A 1/2". REBAR WITH NO CAP, ON .THE NORTH. RIGHT OF
WA.Y OF CEDARWOOD ROAD; THENCE ALONG SAID NORTH RIGHT OF WAY OF
CEDARWOOD ROAD, 30.68 FEET ALONG A 120:00. FOOT RADIUS. CURVE TO THE LEFT,
THE CHORD WHICH BEARS NORTH 85417'58" WEST 30.59 FEET, TO A 5/8" REBAR
WITH A. YELLOW PLASTIC CAP MARKED "TYE ENGINEERING";. THENCE CONTINUING
ALONG SAID RIGHT OF WAY OF CEDARWOOD ROAD SOUTH 87'22'37" WEST 70.97 FEET.
TO "1/2" REBAR WITH NO CAP; THENCE LEAVING SAID RIGHT OF WAY OF CEDARWOOD
ROAD, ALONG THE PROPERTY LINE COMMON TO LOTS 4 AND 5, NORTH 00'03'16"
EAST 142.35 FEET TO THE INITIAL POINT.
CONTAINING 0.36 ACRES, MORE OR LESS.
PARTITION'PLAT NO*
Deschutes County Official Records 2020-30034
Nancy Blankenship, County Clerk
01298256202000300340010019
06/26/2020 09:02 AM
D-PP Cnt=1 Stn=2 AS
$25.00 $11.00 $61.00 $10.00 $6.00 $113.00
EASEMENTS & M UMBRANCES:
THE PROPERTY IS SUBJECT TO THE FOLLOWING:
1) A RIGHT OF WAY EASEMENT. FOR PACIFIC POWER AND LIGHT, RECORDED DECEMBER 6,
1965, IN BOOK 146, PG. 384, DESCHUTES COUNTY. OFFICIAL RECORDS.
(EASEMENT FALLS OUTSIDE THE BOUNDARIES OF THIS PLAT):
2) A RIGHT OF WAY EASEMENT FOR PACIFIC POWER AND LIGHT, RECORDED MARCH 31
1978, IN BOOK 270, . PG. 544, DESCHUTES COUNTY OFFICIAL RECORDS.
: (BLANKET EASEMENT WOOD RIVER VILLAGE,
ONLY KNOWN UNDERGROUND POWER IS IN RIGHT OF WAY OF CEDARWOOD ROAD)
ASIS OF BEARING -AND 919NTROL,
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 BNOM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS)
WITH TOPCON HYPER GPS. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED COORDINATES. THE COCS
HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COOS VERTICAL DATUM IS NGVD, 29
AREA QQ AN TI 71 ES
ROADS: 1,027 SF
PARCELS: 14,676 SF
TOTAL: 15,703 Sr
SHEET .-INDEK,
SHEET 1:-'SIGNATURES, APPROVALS, DECLARATION, CERTIFICATE, EASEMENTS
SHEET 2: PARTITION MAP, LINE & CURVE TABLES
RENEWS: 12/31 /21
iH YC RTIFY THAT THIS
P T IS FIVE AND EXACT
C PY T ORIGINAL P T
DIRK R DURYEE DATE
DESCHUTES COUNTY SURVEYOR
FILED alr20 BY:
.2},fr
D t
H S COUNTY SURVEYOR DATE
4", - &
DESCHUTES OUNTY CQMMI SIGNERS DATE
CITYB D ENGINEER DATE
CITY OF BEND PLA " I G DIRECTOR BATE . .
SIGNATURE BY THE CITY OF. SEND CONSTITUTES
ACCEPTANCE BY THE CITY OF _ANY DEDICATION MADE
HEREON TO .THE PUBLIC.
ASSESSOR'S CERTIFICATE:—'
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES,
ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED . BY. LAW "
TO BE PLACED ON THE 2019-2020. 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:
DESCHUTES OUNTY ASSESSOR DATE
I CERTIFY THAT ALL TAXES HAVE B N PAID AS OF. THIS DATE;
DESCHUTES COUNj'l�tl TA)gtOILECTOR DATE
WATER RIGHTS STATEMENT:.
THERE ARE NO. WATER- RIGHTS ASSOCIATED WITH THIS PROPERTY
Fi
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
30.68'
120.00'
15.42'
N85'17'58"W.
30.59'
14'38'49" .
C1(R1,R2)
30.88'
120.00'
C2
33.23'
130.00'
16.71'
N85'17'57"W
33.14'.
14438'51"
C3
70.67'
120.00'
36.39'
N61 *13'10"W
69.66'
33'44'37"
C3(R1)
56.84'
120.00'
LOT 5, BLOCK 18, AND PORTION OF COMMON AREA,
WOCDRIVER VILLAGE
CITY OF BEAD FILE NO. PZ 19. 0720
LOCATED IN THE SE 1 /4 OF SECTION 8,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES' COUNTY, OREGON
1 /16TH CORNER
SEARCHED FOR, NOT FOUND, MCCn MARKET ROAD
RARTITION PLAT NO,
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(M) MEASURED
(C) CALCULATED
(Ri) WOdDRIVER ' VILLAGE BY GECRGE COOK PLS 0540
COMPUTED LOCATION PER R3 1 /1fiTFl CORNER
SEARCHED FOR. NOT FOUND, FILED 11/9/1972, CS10871
COMPUTED LOCATION PER R3 (R2) PROPERTY -LINE ADJUSTMENT, BY RUSSELL KARL,
INITIAL POINT S89'08'40"E 132.53' (D2) PLS 22571, FILED 1/24/1996, CS12470
5/8" REBAR WITH YPC S89444'56"E 131.32' (D1,R2) $12'01'57"W 4.89' (R3) RECORD OF SURVEY; BY DIRK DURYEE, PLS 65694,
MARKED "TYE ENGINEERING" N89'35'51 "W 133.32' (R2) FILED 1 /6/2015, CS1.8815
(R3)` S89'41'02' E 131.28' S12'01'57"W 2.29' _
.,c...._. .......... _. _.....
' (R4) RECORD .OF SURVEY, BY GARY L. DEJARNATT, PLS
.� -- "'� -w•. '�' S88'01�Q1"E 69,26' (DZ} •W-W- 2208, FILED 9/16/2014, CS18760
Sg4`25'OG" -�- ;.� . �� . -r►~----,---6.13 (R4) N89"41'02"W 528.45'
N89 41 02 W 660.13 61.51, _. S88'31 40 E 68.59 _. -.. _...
N89'41'02"W 660.13' (R3) N83'54'19"W 62.10t (%2) i~� S88'31'40"Eg,81' •"% �""""" (D1) STATUTORY. WARRANTY GEED,
S12'01'S7"W 7.18' BOOK 2000, PAGE 16031, APRIL 26, 2000
S88`31'40"E 8.78' S12409'07"W 8.80' (R4)
S12'11'42"W 7,38' (D1) (D2) WARRANTY DEED,
SEE DETAIL !
S12'28'08"W 7.18' (02,p3} BOOK 2002, PAGE .44038, AUG. 14, 2002
LOT 5 & PART OF COMMON, WCODRIVER VILLAGE
to
. t�3
LOT 4 & PART OFtn
; ...,
COMMON, WOODRIVER �- r►� j �� `.
VILLAGE N y.
�• �_co
PARCEL 2to Lj
ui
/�
W w- PARCEL (� 587.3 SF � !� t4' TM k z
o 88t�2 s' Q 0 � o
N cv r
ocy o.p i �1 c�
00Zz
z N
10.0' ROAD DED. SET 1" DISC NTH NAIL
1027 SF MARKED "TYE"
SO'03'16"W 10.01'. N87"22'37"E 7.37'
/2" REBAR WITH ,,�... 63.13 ..,, ,,,,, "• �. C2 I
S12'01'57"W 1O.I?0'
NO CAP •.4 S87`22'37. 70.50
. 1 /2" .REBAR WITH
NO CAP
*mob ekw4ft
*NNW VEIN
�:. '."..S87`223 7W 70.97 5/8", REBAR KITH
S87'10.'49"W 7.0.97' (R1, R2) _ �. NO CAP
CEDARWOOD ROAD
_._
NAIL AND WASHER
LARKED "LS2208"
(R4)
LOT 6 & PART OF
COMMON, WCCDRIVER
1/ILLAGE
SCALE. 1"-- 20'
1
1
(Q3) WARRANTY DEED,
BOOK 2002, PAGE 45754, AUG. 22, 2002
S89'41'02"E
SIXTEENTH LINE
;REED MARKET ROAD ►�
'
`� '� FD. NAIL AND WASHER
IN LEAD "LS2208"(R4)
o N r
RIGHT OF WAY
c,�
RIGHT OFWAY N
"'�--1,29'
..... ._..,.._� _...•
NOT'A PART
PooS88 3i 40"£ «»
SET WITNESS CORNER
PARCEL • 2
1,00
ACTUAL PROPERTY .
CORNER FALLS IN
METAL POST
ETAIL
SCALE: 1 = 5'
BA2a OF B.E8SlN.Q_.AND•
BASIS OF BEARINGS AND CONTROL. FOR THIS SURVEY IS. THE
CENTRAL OREGON COORDINATE SYSTEM (CCCS). GPS
CALIBRATIONS WERE MADE FROM THE CRGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, .AND MDR$)
WITH TOPCCN HYPER GPS. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED. COORDINATES. THE COOS
HORIZONTAL DATUM IS. NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE .COOS , VERTICAL . DATUM IS NGVD 29
t"FRE CE TIFY THAT THIS
1`_ T TR E AND EXACT
T ORIGINAL PLAT
DIRK R DURYEE DATE
RENEWS: 12/31 /21
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