HomeMy WebLinkAboutSurvey 21041Deschutes County Official Records
Steve Dennison; County Clerk 2023-04433
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PARTITION PLAT NO. a 0 e-2 110,-; -3
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PARTITION PL 20-0585,
FEBRUARY 2023
SURVEYOR'S CERTIFICATE SURVEYOR'S NARRATIVE
1, PATRICK GAGE COLE, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT THIS SURVEY WAS PERFORMED
BY ME, OR UNDER MY SUPERVISION IN COMPLIANCE WITH OREGON REVISED STATUTES CHAPTERS 92,93 AND 209 AT THE REQUEST OF RONALD C. LAFRANCHI, AND THAT I HAVE
CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS PARTITION PLAT, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON, AND THAT A 5/8" REBAR WITH 2" ALUMINUM CAP MARKED AS SHOWN ON SHEET 3 EXISTS AT THE "INITIAL POINT", BEING THE QUARTER CORNER OF SAID
SECTIONS 20 & 21, IDENTICAL WITH THE EASTERLY CORNER COMMON TO TRACTS 12 AND 13 NORWOOD, RECORDED JUNE 19, 1935 IN CABINET A AT PAGE 257, AND THE PROPERTY BEING
PLATTED IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT SAID "INITIAL POINT"; THENCE ALONG THE LINE BETWEEN SAID SECTIONS 20 & 21, IDENTICAL WITH THE EAST LINE OF TRACT 12, NORWOOD, SOUTH 00020'53" WEST A
DISTANCE OF 90.00 FEET; THENCE ON A COURSE PARALLEL TO AND NINETY FEET (90.00') SOUTH OF THE EAST -WEST MID -SECTION LINE OF SECTION 21, IDENTICAL WITH THE SOUTH LINE
OF THE LANDS DESCRIBED IN STATUTORY BARGAIN AND SALE DEED, RECORDED DECEMBER 7, 2020 AS INSTRUMENT NO.2020-66199, SOUTH 89048'56" EAST A DISTANCE OF 127.76 FEET;
THENCE ALONG THE WESTERLY AND SOUTHERLY LINES OF THE LANDS IDENTIFIED AS PARCEL I AND PARCEL II IN WARRANTY DEED, RECORDED DECEMBER 11, 2012 AS INSTRUMENT NO.
2012-49868 THE FOLLOWING FOUR (4) COURSES:
ON A COURSE MEASURED AT A RIGHT ANGLE TO SAID EAST -WEST MID -SECTION LINE OF SECTION 21, SOUTH 0001 VO4" WEST A DISTANCE OF 69.67 FEET;
ON A COURSE MEASURED AT A RIGHT ANGLE TO PREVIOUS COURSE, ALSO BEING PARALLEL WITH SAID EAST -WEST MID -SECTION LINE, SOUTH 89°48'56" EAST A DISTANCE OF 53.28 FEET;
SOUTH 47001'32" EAST A DISTANCE OF 12.72 FEET;
NORTH 43012'11" EAST A DISTANCE OF 14.54 FEET;
THENCE ALONG THE NORTHERLY LINE OF THOSE LANDS DESCRIBED IN STATUTORY BARGAIN AND SALE DEED, RECORDED JANUARY 31, 2017 AS INSTRUMENT NO. 2017-4007 THE
FOLLOWING EIGHT (8) COURSES:
SOUTH 11 028'19" WEST A DISTANCE OF 155.03 FEET;
SOUTH 64018'24" WEST A DISTANCE OF 140.77 FEET;
NORTH 25053'00" WEST A DISTANCE OF 13.80 FEET;
NORTH 89038'53" WEST A DISTANCE OF 38.00 FEET TO THE LINE BETWEEN SECTIONS 20 AND 21;
ALONG THE LINE BETWEEN SECTIONS 20 AND 21, NORTH 00020'53" EAST A DISTANCE OF 29.98 FEET;
NORTH 89029'11" WEST A DISTANCE OF 99.77 FEET;
NORTH 89°39'31"WEST A DISTANCE OF 122.18 FEET;
SOUTH 34039'53" WEST A DISTANCE OF 242.12 FEET;
THENCE ALONG THE NORTHERLY LINE OF THOSE LANDS DESCRIBED IN SAID STATUTORY BARGAIN AND SALE DEED RECORDED AS INSTRUMENT NO. 2017-4007 AND THE LANDS
DESCRIBED IN STATUTORY WARRANTY DEED RECORDED AUGUST 5, 2014 AS INSTRUMENT NO.2014-25406 THE FOLLOWING ONE (1) COURSE:
NORTH 72"00'10" WEST A DISTANCE OF 232.58 FEET TO THE EASTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 97 (BUSINESS);
THENCE ALONG SAID EASTERLY RIGHT OF WAY OF U.S. HIGHWAY 97 (BUSINESS), 459.62 FEET ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST WITH A RADIUS OF 2814.80 FEET,
DELTA ANGLE OF 9021'20", THE CHORD OF WHICH BEARS NORTH 00019'53" EAST A DISTANCE OF 459.11 FEET TO THE EAST -WEST MID -SECTION LINE OF SECTION 20, IDENTICAL WITH THE
LINE BETWEEN TRACT 12 AND TRACT 13, NORWOOD; THENCE ALONG SAID EAST -WEST MID -SECTION LINE, SOUTH 89°31'40" EAST A DISTANCE OF 580.21 FEET TO THE "INITIAL POINT".
CONTAINS 6.58 ACRES, MORE OR LESS.
9W_A9 i►r151X4
SHEET 1: SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, DECLARATION
SHEET 2: APPROVAL SIGNATURES
SHEET 3: BOUNDARY DETAIL
SHEETS 4 & 5: EASEMENT DETAILS AND NOTES
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01472874202300044330010015
D-PP Cnt=1 Pgs=1 Stn=6 02/28/2023 12:53 PM
$25.00 $11.00 $61.00 $10.00 $6.00 $113.00
WE WERE RETAINED BY RON LAFRANCHI TO PREPARE AND MONUMENT THIS PARTITION PLAT, THE LANDS OF WHICH ARE DESCRIBED IN THE SURVEYOR'S CERTIFICATE. THE
PURPOSE OF THIS PARTITION IS TO CREATE PARCELS 1 & 2 ALONG WITH CONSOLIDATION OF PARCELS WITHIN SECTION 21, AS APPROVED BY THE CITY OF BEND DECISION FOR
PROJECT NO. PL 20-0585, DATED MARCH 8, 2021
THE BEARINGS SHOWN ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM, ESTABLISHED THIS SURVEY BY GPS OBSERVATIONS.
I WAS ABLE TO RECOVER SUFFICIENT RECORD MONUMENTATION WHICH I UTILIZED IN COMBINATION WITH RECORD DEED AND SURVEY RECORDS TO ESTABLISH THE LINES OF THIS
PLAT.
SECTION 20 ONLY
NORTH LINE.•
I HELD A LINE BETWEEN THE RECOVERED QUARTER CORNER OF SECTIONS 20 & 21 AND THE 3/4" IRON PIPE ON THE EASTERLY RIGHT OF WAY OF U.S. 97 (BUSINESS). THIS LINE
AGREES WITH THE ADDITIONAL MONUMENT RECOVERED AT THE CORNER COMMON TO PARCELS 1 & 2 AND DISTANCE WISE WITH RECORD REFERENCE (R13) AND OTHERS.
WESTLINE.-
THE WEST LINE OF THIS PLAT IS BOUNDED BY THE EASTERLY RIGHT OF WAY OF U.S. 97 (BUSINESS). I ESTABLISHED THIS CURVED PORTION OF RIGHT OF WAY BY HOLDING THE 3/4"
IRON PIPE TO THE SOUTH AND THE 5/8" IRON ROD ON THE NORTH END. THIS CONFIGURATION AGREED WITH THE TWO OTHER MONUMENTS RECOVERED IN BETWEEN. HIGHWAY
STATIONING FOR U.S. 97 (BUSINESS) IS SHOWN PER (R12) AND WAS ESTABLISHED USING THE 2 FOUND MONUMENTS CITED ABOVE. THE CENTERLINE STATION 748+18.08 P.C. IS
BASED ON THE NORTHERLY 5/8" IRON ROD, PER (R12). ODOT EASEMENTS SHOWN ON SHEETS 4 AND 5 OF THIS PLAT ARE BASED ON THIS STATIONING.
PARCEL > /PARCEL 2 COMMON LINES.'
THE COMMON LINES BETWEEN PARCEL 1 AND PARCEL 2 WERE MONUMENTED PER REFERENCE SURVEY (R12). THESE MONUMENTS WERE HELD FOR THE RESULTING LINES
BETWEEN THEM WHICH AGREED WITH BOTH THE DEEDS CONTAINING DESCRIPTIONS OF THE COURSES AND (1312).
SECTION 21 ONLY
THIS PORTION OF THE PLATTED LANDS WAS SURVEYED NUMEROUS TIMES BY JEAN J. HAWTHORNE. HAWTHORNE PREPARED A COMPILATION OF HIS SURVEYS AND FILED IT,
HEREON REFERENCED AS RECORD REFERENCE (132). THIS SURVEY APPEARS TO HAVE BEEN THE BASIS FOR NUMEROUS SUBSEQUENT DEED DESCRIPTIONS FOR THEY FOLLOW THE
LINES PER THIS SURVEY. HAWTHORNE'S SURVEY ALONG WITH THE DESCRIPTIONS CONTAINED IN THE VESTING DEEDS OF THIS PORTION OF THE PLATTED LANDS AND ADJOINERS'
REPORTED ON SHEET 3 WAS COMBINED TO ESTABLISH LINES OF THIS PLAT.
NORTH LINE.'
THE S89°48'56"E 127.76' COURSE WAS ESTABLISHED PARALLEL TO THE EAST -WEST MID -SECTION LINE OF SECTION 21 AS REPORTED THIS SURVEY.
THE S00011'04"W 69.67' COURSE ORIGINATES FROM THE RECOVERED 3/4" IRON PIPE PER (131) ON A COURSE MEASURED AT A RIGHT ANGLE TO THE EAST -WEST MID -SECTION LINE OF
SECTION 21.
THE S89048'56"E 53.28' COURSE WAS ESTABLISHED FROM SAID RECOVERED 3/4" IRON PIPE, PARALLEL WITH THE EAST -WEST MID -SECTION LINE OF SECTION 21, HOLDING 53.28' PER
(R2).
THE S47001'32"E 12.72' COURSE ORIGINATES FROM THE EASTERLY TERMINUS OF THE S89°48'56"E 53.28' COURSE DESCRIBED ABOVE AND EXTENDS 12.72' ON A BEARING OF
S47001'32"E COMPUTED THIS SURVEY BY HOLDING THE INTERIOR ANGLE BETWEEN THESE TWO COURSES PER (R2). THIS COURSE THEN TERMINATES AT THE WESTERLY EXTENSION
OF THE MONUMENTED NORTHERLY LINE OF THE LANDS DESCRIBED IN STATUTORY BARGAIN AND SALE DEED, RECORDED JANUARY 31, 2017 AS INSTRUMENT NO. 20174007, SAID
LINE IS IDENTICAL WITH THE SOUTHERLY LINE OF PARCEL li AS DESCRIBED IN WARRANTY DEED, RECORDED DECEMBER 11, 2012 AS INSTRUMENT NO.2012-49868.
THE N43012'11"E 14.54' COURSE ORIGINATES FROM THE SOUTHERLY TERMINUS OF THE S47001'32"E 12.72' COURSE AND GOES ALONG THE COMMON LINE BETWEEN PARCEL II PER
SAID INSTRUMENT NO. 2012-49868 AND LANDS PER SAID INSTRUMENT NO. 2017-4007, TERMINATING AT THE FOUND MONUMENT AT THE NORTHWEST CORNER OF THE LANDS PER
SAID INSTRUMENT NO.2017-4007.
SECTIONS 20 & 21
THE SOUTH LINE OF THIS PLAT ORIGINATES AT THE TERMINUS OF THE N43012'11"E 14.54 COURSE AND WAS ESTABLISHED BETWEEN FOUND MONUMENTS ALONG THE NORTHERLY
LINE OF THE LANDS AS DESCRIBED IN SAID INSTRUMENT NO. 2017-4007 AND STATUTORY WARRANTY DEED, RECORDED AUGUST 5, 2014 AS INSTRUMENT NO. 2014-25406,
TERMINATING AT THE EASTERLY RIGHT OF WAY LINE OF U.S. 97 (BUSINESS). THIS AGREES WITH THE VARIOUS VESTING DEEDS DESCRIBING THE LANDS INCLUDED IN THIS PLAT.
DECLARATION
RON LAFRANCHI, OWNER OF THE LANDS SHOWN ON THIS PARTITION PLAT AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREUNTO ATTACHED HAS
CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN ON SUCH PLAT AND DECLARE THIS PARTITION PLAT TO BE PREPARED AND PROPERLY PARTITIONED IN
ACCORDANCE WITH O.R.S. CHAPTER 92, AS LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
AND GRANTS TO THE CITY OF BEND THE WATER EASEMENT AS DETAILED ON SHEET 4 THIS PLAT. THIS EASEMENT SHALL BE A PERMANENT, PERPETUAL AND EXCLUSIVE RIGHT TO
CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A WATER LINE AND ALL RELATED FACILITIES ON THE SURFACE AND WITHIN THE SUBSURFACE OF THE EASEMENT. NO PERSON OR
ENTITY SHALL BE AUTHORIZED TO CONSTRUCT, ERECT OR INSTALL ANY STRUCTURES OR FACILITIES ON THE SURFACE OR WITHIN THIS EASEMENT WITHOUT FIRST OBTAINING
APPROVAL FROM THE CITY OF BEND.
(SEE SHEET 2 FOR DECLARATION SIGNATURES)
REGISTERED
PROFESSION
* D abC % S COUNTY SURWE � ' LAND SURV Y R
FIMlb
-.
OREGON CIVIL ENGINEERING ( SURVEYING f PLANNING
J U LY 10, 2007
PATRICK GAGE COLS 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
79157 WEB: WWW.HWA—INC.ORG
0
S:\Land Projects\200105—Sugarloaf Mtn Consolidation \dwg\SURVEY\200105—PLAT.dwg Fri Feb 24, 2023 — 8:58am
EXPIRES: 12/31/23
SHEET 1 OF 5
PARTITION PLAT NO.
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PARTITION PL 20-0585,
FEBRUARY 2023
DECLARATION SIGNATURES
BY:
RONALD C.- LAFRANCHI AKA RON LA FRANCHI
OWNER
ACKNOWLEDGMENT
STATE OF OREGON }
t ) S.S.
COUNTY OF / l C5 }
DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON 023
BY RONALD C. LAFRANCHI AKA RON LAFRANCHI
*Akif_ Sue- 051corn
(NOTARY'S WRITTEN NAME)
K-thit S ll- OsbOr C) NOTARY PUBLIC - OREGON
(NOTARY'S PRINTED NAME)
COMMISSION NO.
MY COMMISSION EXPIRES: _ N, cu a a a o
OFFICIAL STAMP
KELLIE SUE OSBORN
NOTARY PUBLIC-OREGON
COMMISSION NO 1024876
MY COMMISSION EXPIRES MAY 22, 2026
DESCHUTES COUNTY SURVEYOR"'
APPROVALS
THIS PARTITION PLAT, AS LOCATED IN THE CITY OF BEND, DESCHUTES COUNTY, OREGON, HAS BEEN
EXAMINED AND APPROVED BY:
DESCHUTES COUNTY SURVEYOR
CITY OF BE EN( fNEU
CITY OF BEND PANNING DIRECTOR
BOARD OF DESCHUTES'COUNTY COMMISSIONERS
DATE
ly 13 to L3
DATE
2:::�: Z/O,� �2
DATE
-2 /2'r/Z0-2_?,
DATE
SIGNATURE BY THE CITY OF BEND COMMUNITY DEVELOPMENT DIRECTOR AND ENGINEER CONSTITUTES
ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
ASSESOR'S CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES
REQUIRED BY LAW TO BE PLACED ON THE 2022-2023 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT OR WILL
BECOME A LIEN DURING THIS TAX YEAR HAVE BEEN PAID TO ME:
jhl.3
DATE
I HEREBY CERTIFY THAT ALL TAXES APPURTENANT TO THIS PARTITION PLAT ARE PAID AS OF THIS DATE:
l�hu� 11*4 .c 7-19%z3
DESCHUTES COUNTY TAX COLLECTOR DATE
REGISTERED
PROFESSIONAL
LAND SURVEYOfi
OREGON
-
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: +2t3
)ZIAV23
4 NAO k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 ( FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 2 OF 5
S: \Land Projects\200105—Sugarloaf Mtn Con solidation\dwg\SURVEY\200105— PLAT. dwg Wed Feb 08, 2023 — 8: 27am
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518"IRON ROD (OR/GIN UNKNOWN)
HELD PER (R 12) FOR CENTERLINE
STATION 748+18.08 P.C.
PARTITION PLAT NO. �o�s aw- **S
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PARTITION PL 20-0585, CORNER OF SECTIONS
FEBRUARY 2023 16, 17,20 & 21
0 10 25 50 75 100 150
SCALE: 1" = 50'
314"IRON PIPE PER (R2)
103.30'
S89'28'47"E
103.16'(R10) _ o
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TRACT 13
TRACT 12
S89'26'54"E 15.95'
S89'27'07"E 16.00'(R10)
v `-N89'26'54"W 20.86'
N89'27'07"W 20.93'(R10)
S00'45'05"W 46.77'
fk S00'4355"W 46.67'(R10)
,A
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N89'1236"W
56.29'
N89'14'11 "W
56.29'(R10)
DETAIL
i SCALE: 1" = 5'
N"2.
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MA NAIL WITH WASHER
'TYE ENG"PER (R 13)
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(2014-25406)
3/4"IRON PIPE, HELD (OR/GIN UNKNOWN)
518"REBAR BEARS S48 °06'35'E 0.35'FROM CORNER (ORIGIN UNKNOWN)
TRACT 13
NOR WOOD
S8931'17"E 580.09'(R13)
S89'31'40"E 580.21'
476.92'
PARCEL 1
5.93 ACRES
INITIAL POINT
QUARTER CORNER
OF SECTIONS 20 & 21
518"REBAR W1TH2"
ALUM/NUM CAPPER (R4)
N89'39'31 "W 122.18'
N89'40'54"W 122.09'(R13)
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5/8"REBAR
1/2"REBAR
2-1/2"BRASS CAP W/TH CENTER PUNCH
SET IN CONCRETE IN MONUMENT CASE
1.5' BEL OW GRADE
PER (OCRR 1054)
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C1
1116.74'
2814.80'
22'43'54"
NO2'41'01 "E 1109.43'
C2
213.00'(P)
2814.80'
4'20'08"
N06'30'51 "W 212.95'
C2(R13)
213.17'
2814.80'
4'20'21"
N06'30'02"W 213.12'
C3
459.62'(P)
2814.80'
9'21'20"
N00'19'53"E 459.11'
C3(R13)
459.55'
2814.80'
9*21'15"
N00'20'45"E 459.04'
C4
203.77'
2814.80'
4'08'52"
NO2'16'21 "W 203.72'
C4(R10)
203.76'
2814.79'
4'08'51"
N01*39'10"W 203.71'
C5
1 255.85'
2814.80'
512'28"
NO2'24'19"E 255.76'
C5(R10)
255.81'
2814.79'
5*12'25"
NO2'22'31 "E 255.72'
C6
444.13'
2814.80'
9'02'25"
N09'31'46"E 443.67'
C6(R10)
443.99'
2814.79'
9'02'15"
N09'29'52"E 443.99'
C7
78.57'
50.00'
90*02'19"
S45'46'15"W 70.73'
C7(R10)
1 78.57'
50.00'
1 90'01'54"
S45'44'52"W 70.73'
o � PARCEL II S89'48'14"E 328.70'(R2)
z (0 WARRANTY DEED S89'14'10"E 347.36'(R9)
z (2013-11974) S89' '35"E '
Irl
47 347.68 (R13)
S89'48'56"E 347.81'
127.50' '
201.47
--------DOp,ZI . 328.97'.............
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STATUTORY BARGAIN AND c:; N
SALE DEED
(2020-66199)Lr-
TL1100
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S89'31'57"W 99.77'(R13) f(M�05`
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RECORD REFERENCES
IN MOST INSTANCES RECORD COURSE REFERENCES REPORTED THIS SURVEYARE
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LIMITED TO THE LATEST RETURNED REFERENCE.
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(131) SURVEY: BY JEAN J. HAWTHORNE; FILED 11-9-1963 AS CS02625.
(R2) BOUNDARY SURVEY: BY JEAN J. HAWTHORNE; FILED 2-2-1967 AS CS02652.
(R3) BOUNDARY SURVEY: BY MICHAEL W. TYE; FILED 12-17-1987 AS CS02612.
(R4) PLAT OF SURVEY: BY WILLIAM C. KAUFMAN; FILED 10-3-1985 AS CS02669.
(R5) BOUNDARY SURVEY: BY JEFF A. KERN; FILED 12-18-1989 AS CS02648.
(R6) BOUNDARY SURVEY: BY JEFF A. KERN; FILED 12-18-1989 AS CS02655.
(R7) BOUNDARY SURVEY: BY JEFF A. KERN; FILED 8-12-1996 AS CS12659.
(R8) BOUNDARY SURVEY: BY JEFF A. KERN; FILED 10-7-1996 AS CS12717.
I
(R9) RECORD OF SURVEY: BY DAVID R. WILLIAMS; FILED 11-6-1996 AS CS12753.
(R10) PROPERTY LINE ADJUSTMENT SURVEY: BY JEFF A. KERN; FILED 9-30-2003 AS CS15556.
I
(R11) MAIN CANAL PIPELINE LEGAL CENTERLINE AND EASEMENT DELINEATION SURVEY:
BY JOHN V. THATCHER; FILED 10-7-2014 AS CS18767.
(R12) HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP: BY ROBERT
A. CHURCHILL; FILED 3-6-2018 AS CS19596.
(R13) RECORD OF SURVEY: BY DIRK P. DURYEE; FILED 1-8-2021 AS CS20417.
314"IRON PIPE PER (R1)
S89'48'56"E 53.28'-,/ \
S89'48'14"E 53.28'(R2)
S47'01'32"E 12.72'
N43'12'11 "E
14.54'
0000.�
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56), 2
'-N25'53'00"W 13.80'
N25'35'36"W 13.80"(R13)
N89'38'53"W 38.00'
N89'51'15"W 38.00'(R13)
TL171221 C002900
STATUTORY BARGAIN AND
SALE DEED
(2017-4007)
CORNER OF SECTIONS
20, 21, 28 & 29
3-1/4"BRASS CAP
IN CONCRETE
(ORIGIN UNKNOWN)
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518"REBAR
5/8"REBAR
8.84'
18.66'
(R9)
TL1000
PARCEL II,
WARRANTY DEED
(2012-49868)
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PT. LOT 12
SHERMAN PARK
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STATUTORY BARGAIN AND
3
SALE DEED
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(2017-4007)
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LEGEND
PARTITION BOUNDARY
INTERIOR PARTITION BOUNDARY
- -
SECTION LINE AS REPORTED
SUBDIVISION OF SECTION LINE
-
RIGHT OF WAY CENTERLINE
ADJACENT PROPERTY LINES (INFORMATIONAL)
RECOVERED SECTION CORNER
RECOVERED QUARTER SECTION CORNER
RECOVERED MONUMENT AS NOTED
RECOVERED 5/8" REBAR WITH YELLOW PLASTIC CAP,
MARKED "KERN LS1081" PER (R10)
O
RECOVERED 5/8" REBAR WITH YELLOW PLASTIC CAP,
MARKED'TYE ENG" PER (1312)
®
SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
MARKED "HWA"
COMPUTED POSITION, NOTHING FOUND OR SET
0
(R)
RECORD BEARING / DISTANCE PER REFERENCES
(H)
HELD RECORD BEARING / DISTANCE PER REFERENCES
(P)
PROPORTIONED DISTANCE THIS SURVEY
C#
CURVE NUMBER, SEE TABLE
REGISTERED
PROFESSIONAL
LAND SURVEtu
14 NN k
OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
JULY 10, 2007 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PATRICK GAGE COLE PH: (541)389-9351 1 FAX: (541)388-5416
79157 WEB: WWW.HWA-INC.ORG
EXPIRES: 12/31/23 SHEET 3 OF 5
S: \Land Pro jects\200105-Sugarloaf Mtn Consolidation \dwg\SURVEY\200105- PLAT. dwg Fri Feb 24, 2023 - 9: 02am
MBSOCHUTES COUNTY SURVEYOR
RLED By: Coko I
PARTITION PLAT
0 10 25 50 75 100 150 NO. PC)
won0
I m m I LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER
SCALE: 1" = 50' OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
NORTH CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PARTITION PL 20-0585,
FEBRUARY 2023
ODOT SLOPE EASEMENT ' i SWALLEY IRRIGATION DISTRICT
(INST. NO.2021-33565) EASEMENT
(BOOK 58, PAGE 304) -------------------------------
J , • SEE RECORD EASEMENT NOTE 3
10' ODOT TEMPORARY AND DETAIL A CROSS ACCESS EASEMENT
CONSTRUCTION EASEMENT I L ! (INST. NO.2023-2923)
— — — L — — — — APPROXIMATE LOCATION
(INST.N0.2021-33565) `n ----- ------------------------------
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(INST.NO.2001-379) b 84.32
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(INST. NO.2021-27884 I I I I I PACIFICORP R/W EASEMENT
I I [ I \ (INST. NO.2002-22494)
20'
LEGEND
I----—�---- [—-----� ,�' \
PARTITION BOUNDARY
�I�---J--I-----[--[------� // \ \ INTERIOR PARTITION BOUNDARY
CITY OF BEND WATER EASEMENT I ( / \ RIGHT OF WAY CENTERLINE
15' ODOT TEMPORARY (INST.NO.2001-379) [ / — — — — — — EASEMENT OF RECORD AS NOTED
CONSTRUCTION EASEMENT EASEMENT CENTERLINE
ENT � ` _ — — — — — I— — � \ \ �- — J _
(INST. N0.2021 2788) I �
( EASEMENT PER THIS PLAT
/----------- SURVEY TIE
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RECOVERED MONUMENT AS NOTED ON SHEET 3
RECORD EASEMENT NOTES
FRIW"TA WTAI
crni i=- v,=,an,
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• 36.39'
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000 N89'08'29"E 61.57' (INST. NO.2002-9313)
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MARKED "TYE ENG" PER (R12)
(9 SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
MARKED "HWA'
0 COMPUTED POSITION, NOTHING FOUND OR SET
0)
N 43'12' 11 "E 14.54'
SWALLEY IRRIGATION DISTRICT EASEMENT
(I N ST.NO.2014-34518)
SEE RECORD EASEMENT NOTE 4
SWALLEY IRRIGATION DISTRICT EASEMENT
(I NST.NO. 12-219)
SEE DETAIL B
N00'20'53"E 29.98'
N14'34'06"E 0.66-
1) A PORTION OF PARCEL 1 IS SUBJECT TO THAT EASEMENT GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED MARCH 5, 1923 IN BOOK 35 AT PAGE 42. THIS EASEMENT IS BLANKET IN NATURE ENCOMPASSING THE WEST HALF OF THE SOUTHWEST QUARTER OF
SECTION 21, ALONG THE WEST BOUNDARY, AS STAKED ON OCTOBER 24, 1922. AT THE TIME OF THIS SURVEY THERE WERE TWO UTILITY POLES IN THIS AREA WHICH ARE ASSUMED TO BE COVERED BY THIS ENCUMBRANCE, HOWEVER THIS DOCUMENT DOES NOT PROVIDE A WIDTH AND
THEREFORE IS UNPLOTTABLE.
2) A PORTION OF PARCEL 1 IS SUBJECT TO THAT EASEMENT GRANTED TO THE BEND WATER, LIGHT & POWER COMPANY, RECORDED AUGUST 6, 1926 IN BOOK 42 AT PAGE 270. THIS EASEMENT IS BLANKET IN NATURE ENCOMPASSING THE WEST HALF OF THE SOUTHWEST QUARTER OF
SECTION 21. AT THE TIME OF THIS SURVEY THERE WERE TWO UTILITY POLES IN THIS AREA WHICH ARE ASSUMED TO BE COVERED BY THIS ENCUMBRANCE, HOWEVER THIS DOCUMENT DOES NOT PROVIDE A WIDTH AND THEREFORE IS UNPLOTTABLE.
3) PARCEL 1 AND PARCEL 2 ARE SUBJECT TO THAT EASEMENT GRANTED TO DESCHUTES RECLAMATION & IRRIGATION COMPANY (THE PREDECESSOR TO SWALLEY IRRIGATION DISTRICT), RECORDED FEBRUARY 14, 1940 IN BOOK 58 AT PAGE 304. THIS EASEMENT IS 30 FEET WIDE
CENTERED ON THE NORWOOD LATERAL (PRESENTLY KNOWN AS THE NC-1 LATERAL). A PORTION OF THE NORWOOD LATERAL APPEARS TO HAVE BEEN PIPED AND IS WITHIN THE 15' WIDE SWALLEY IRRIGATION DISTRICT EASEMENT, RECORDED FEBRUARY 15, 2002 AS INSTRUMENT NO.
2002-9313. HOWEVER THERE IS ADDITIONAL IRRIGATION STRUCTURES TO INCLUDE PIPING AND OPEN CANAL STILL BEYOND THE PIPED SECTION WITHIN THE EASEMENT RECORDED AS INSTRUMENT NO.2002-9313. 1 HAVE PLACED THE 30' WIDE NORWOOD LATERAL EASEMENT AT A
PRACTICAL LOCATION, CENTERED ON STRUCTURES LYING OUTSIDE OF THE 2002 EASEMENT.
4) THAT PORTION OF THE SWALLEY IRRIGATION EASEMENT, PER DECLARATION OF EASEMENT, RECORDED OCTOBER 15, 2014 REPORTED THIS PLAT IS A 50 FOOT OFFSET OF THE MARGINAL LIMITS OF THE CANAL. I COMPUTED THIS EASEMENT BY UTILIZING THE ABOVE REFERENCED
DOCUMENT AND CS18767(R11) BY HOLDING THE GEOMETRY REPORTED THEREIN AND RELATIONSHIP TO THE CORNER OF SECTIONS 20, 21, 28 & 29 AND THE QUARTER CORNER OF SECTIONS 20 & 21, WHICH I RECOVERED THIS SURVEY. MY MEASURED COURSE BETWEEN THESE TWO
CORNERS IS N00°20'53"E 2644.87', THIS COURSE PER CS18767(R11) IS N00°29'59"E 2644.91'. THIS EASEMENT AREA APPEARS TO BE THE SAME AS THAT AREA DESCRIBED IN A DOCUMENT RECORDED NOVEMBER 4, 1912 IN VOLUME 29 AT PAGE 62.
5) THE LANDS INCLUDED IN THIS PARTITION ARE SUBJECT TO A CROSS DRAINAGE EASEMENT, BOTH BENEFITING AND BURDENING PARCELS 1 AND 2 OF THIS PLAT, AS RECORDED IN INSTRUMENT NO.2023-02930. SAID EASEMENT IS BLANKET IN NATURE AND UNPLOTTABLE.
6) THE LANDS INCLUDED IN THIS PARTITION ARE SUBJECT TO A CROSS ACCESS EASEMENT FOR VEHICULAR & PEDESTRIAN INGRESS/EGRESS AND UTILITY ACCESS, BOTH BENEFITING AND BURDENING PARCELS 1 AND 2 OF THIS PLAT, AS RECORDED IN INSTRUMENT NO.2023-02923. SAID
EASEMENT IS SHOWN APPROXIMATELY HEREON BASED ON INFORMATION CONTAINED IN SAID EASEMENT DOCUMENT.
N 89'38'53"W ---"
38.00'
N25'53'00"W
13.80'
N 43'12' 11 "E 14.54'
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EASEMENT
(INST. NO. 12-219)
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OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
JULY 10, 2007 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PATRICK GAGE COLE PH: (541)389-9351 1 FAX: (541)388-5416
79157 1
WEB: www.HWA-INC.ORG
EXPIRES: 12/31/23
SHEET 4 OF 5
S:\Lond Projects\200105-Sugarloaf Mtn Consolidation\dwg\SURVEY\200105-PLAT.dwg Fri Feb 24, 2023 - 9: 09am
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N I -j 11 SCALE. 1 - 30
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N 85'53'20"W
4.00'
PARCEL 2
INSERT A
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S:\Land Pro jects\200105-Sugarloaf Mtn Con solidation\dwg\SURVEY\200105-PLAT.dwg Fri Feb 24, 202-3 - 9:11 am
PARTITION PLAT NO. :20�3 ---
_s
i 20' WIDE CITY OF BEND LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20
1 I SEWER EASEMENT AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, N
I ( TOWNSHIP 17 SOUTH, RANGE 12 EAST WILLAMETTE MERIDIAN, mob
INSTRUMENT NO.2001-380 o
I SCALE: 1"=60' CITY OF BEND, DESCHUTES COUNTY, OREGON r
1M1 I CITY OF BEND PARTITION PL 20-0585,
100 FEBRUARY 2023
I0 I
IN I
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I 1
1 i PARCEL 1
I-•� 10'
10'
i 20'
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1 ( N45'02'09"E 24.47'
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15' WIDE SWALLEY
IRRIGATION EASEMENT
INSTRUMENT NO.2002-9313
SCALE: 1" = 80'
N89'35 07 W 94.42 I I
I1
SWALLEY IRRIGATION DISTRICT I I
EASEMENT PER BOOK 58, PAGE 304 I
(SEE DETAIL ON SHEET 4) I I 1
I
II
I1
II
N00'02'09"E 337.29' 1
111
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INSTRUMENT NO.2002-22494
SCALE: 1" = 60' /
N571953"E 124.66'
PARCEL 1
N17'58'19"E 17.63' r'� �
N34'23'44"E 55.21' 10
N89'44'39"E 207.33'
o in
r
20' WIDE CITY OF BEND WATER EASEMENT
INSTRUMENT NO.2001-379
SCALE: 1" = 60' _ S89'57'51 "E 17.54'
(i N00'01'07"W 15.00'
I N S89'35'1 WE 182.49' - -
- - - _ _
166.49' 1 s.o0'
PARCEL 2 � �------------
I�
IW1 I
10 �1
I o r I WATER EASEMENT GRANTED THIS PLAT
I 01 I (SEE SHEET 4)
" 1 Z 1 N00'24'53"E 15.00' /
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37.68' 1 z 1
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2 14' w
LEGEND
PARTITION BOUNDARY
INTERIOR PARTITION BOUNDARY
- - - - - -
EASEMENT OF RECORD AS NOTED
-
EASEMENT CENTERLINE
-----------
SURVEY TIE
RECOVERED MONUMENT AS NOTED ON SHEET 3
3
RECOVERED 5/8" REBAR WITH YELLOW PLASTIC
CAP, MARKED "KERN LS1081" PER (R10)
Q
RECOVERED 5/8" REBAR WITH YELLOW PLASTIC
CAP, MARKED "TYE ENG" PER (R12)
®
SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
MARKED "HWA'
0
COMPUTED POSITION, NOTHING FOUND OR SET
TYP.
TYPICAL
OREGON
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31 /23
4 NN k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 5 OF 5
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