HomeMy WebLinkAboutSurvey 21698Deschutes County Official Records
HEARTHSTONE PHASE 1
Steve Dennison, County Clerk 2026-03194
DECLARATION:
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
�
KNOW ALL PERSONS BY THESE PRESENTS THAT HLM, INC. A WASHINGTON CORPORATION, NORTHWEST
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE, MERIDIAN,
01589647202600031940090093
WAY LAND JV, LLC AND TE AMO DESPACIO, A WASHINGTON LIMITED LIABILITY COMPANY AS OWNERS OF
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
D-PLAT Cnt=1 Pgs=9 Stn=25 02/04/2026 02:35 PM
THE LANDS SHOWN ON THIS PLAT, HAVE CAUSED THE LANDS HEREIN DESCRIBED TO BE SURVEYED AND
SUBDIVIDED INTO LOTS, COMMON AREA TRACT, AND EASEMENTS, ACCORDING TO THE PROVISIONS OF
CITY OF REDMOND LAND USE APPROVAL 711-23-000216-PLNG-MD,
$60.00$11.00$61.00$10.00$10.00 $152.00
O.R.S. CHAPTER 92, AS SHOWN HEREON;
711-23-000217-PLNG-SUB & 711-25-000184-PLNG-MC
NARRATIVE:
AND HEREBY DEDICATES A PUBLIC UTILITY EASEMENT (P.U.E.) TO THE PUBLIC FOREVER, AS SHOWN
JANUARY 2026
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF GOVERNMENT LOT 3, PARCEL 1 OF MINOR
- HEREIN. THE PUBLIC UTILITY EASEMENT (PUE) SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC -
-
PARTITION NO. 85-12 AND PARCEL 1 OF MINOR PARTITION NO. 84-5, INTO LOTS, TRACTS, COMMON AREA
UTILITIES (UTILITIES) INCLUDING BUT NOT LIMITED TO CITY WATER, SEWER AND STORM DRAINAGE UTILITIES
TRACT AND EASEMENTS AS SHOWN HEREON.
AND GAS, ELECTRICAL, PHONE AND COMMUNICATIONS SERVICES AND FOR UNRESTRICTED INGRESS AND
EGRESS TO AFFECTED PROPERTIES FOR THE PURPOSE OF INSTALLING, REPAIRING, TESTING, MAINTAINING,
THE BOUNDARY OF THIS PLAT WAS ESTABLISHED BY HOLDING FOUND MONUMENTS AND ;RECORD DIMENSIONS
AND REPLACING THE UTILITIES AND RELATED FACILITIES. THE PUE SHALL BE NON-EXCLUSIVE EXCEPT
PER COUNTY SURVEY 20668 (CS20668), EXCEPTING THOSE BOUNDARIES THAT ARE SHOWN ON SAID
THAT THE CITY AND UTILITIES SHALL HAVE THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND
CS20668 AS BEING THE CENTERLINE OF CENTRAL OREGON IRRIGATION DISTRICT (COID) "C" LATERAL AND
OPERATE THE UTILITIES, THEIR EQUIPMENT AND ALL RELATED FACILITIES ABOVE AND BELOW GROUND
"C-11" LATERAL. UPON FURTHER RESEARCH AND DISCUSSIONS WITH THE ADJOINING LAND OWNER, IT WAS
WITHIN THE PUE INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE
DETERMINED THAT BOOK 301, PAGE 410 OF DESCHUTES COUNTY OFFICIAL. RECORDS INTENDED THE
THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN
BOUNDARY TO FOLLOW THE WEST CANAL RIGHT OF WAY LINE FOR COID "C" LATERAL AND THE NORTH CANAL
THE PUE AT THE PROPERTY OWNER'S EXPENSE. PROPERTY OWNERS MAY USE THE SURFACE OF THE
PUE PROVIDED SUCH USE DOES NOT INTERFERE WITH THE CITY'S AND UTILITIES RIGHTS CONTAINED IN
RIGHT OF WAY LINE FOR COID "C-11" LATERAL. THE CENTERLINE DIMENSIONS PER CS20668 WERE HELD
THIS EASEMENT. PROPERTY OWNERS SHALL NOT PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED
AND THEN OFFSET IN THEIR RESPECTIVE DIRECTIONS AT RECORD DISTANCES PROVIDED BY COID.
IN THE PUE WITHOUT THE WRITTEN CONSENT OF THE CITY. APPROVED USES WITHIN THE PUE SHALL
CONSIST OF, BUT ARE NOT LIMITED TO, LANDSCAPING, PAVED DRIVEWAY OR PARKING AREAS, TRAILS,
T
HE BASIS OF BEARINGS FOR THIS SURVEY BEING THE EAST LINE OF THE NORTHEAST QUARTER OF THE
PATHS, SIDEWALKS OR OTHER USES THAT WILL NOT AFFECT THE ABILITY OF THE CITY OR UTILITIES TO
NORTHWEST QUARTER OF SAID SECTION 5 BASED UPON GPS OBSERVATIONS USING THE OREGON REAL-TIME
ACCESS THE PUE. PERIMETER FENCING MAY BE PERMITTED WITH GATED ACCESS AS APPROVED BY
GNSS NETWORK (ORGN), AS SHOWN HEREON AS SOUTH 00.40.15" WEST.
THE CITY. PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES,
BUILDINGS INCLUDING PORCHES AND ROOF EAVES OR COMPONENTS AND APPURTENANCES THEREOF, OR
ANY OTHER HORIZONTAL OR VERTICAL ENCROACHMENT, OBSTRUCTION, EXCAVATION OR ALTERATION OF
THE PUE. THE PUE SHALL PERPETUALLY ENCUMBER ALL AFFECTED PROPERTIES.
SURVEYOR'S CERTIFICATE:
AND HEREBY DEDICATES A PUBLIC ACCESS EASEMENT (P.A.E.) TO THE PUBLIC FOREVER, OVER THE
ENTIRETY OF COMMON TRACT M AND AT THOSE LOCATIONS IDENTIFIED AND SHOWN HEREIN. THE PUBLIC
I, BRAD R. RHOADES, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST
ACCESS EASEMENT (PAE) SHALL BE USED TO CONSTRUCT AND INSTALL A PAVED PUBLIC PATH (PATH)
DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE CORRECTLY
AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTY AND PUBLIC USE OF THE
SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND SHOWN ON THIS PLAT, THE FOLLOWING IS A
PATH.THE EASEMENT SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY SHALL HAVE THE EXCLUSIVE
TRUE AND CORRECT DESCRIPTION OF THE PROPERTY PLATTED:
RIGHT TO ACCESS THE PATH AND EARTH CUT/FILL SLOPE, AND ALL RELATED FACILITIES WITHIN THE
TWO TRACTS OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE
EASEMENT. PROPERTY OWNER MAY USE THE SURFACE OF THE EASEMENT PROVIDED SUCH USE DOES
13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON BEING MORE PARTICULARLY DESCRIBED AS
NOT INTERFERE WITH CITY'S RIGHTS CONTAINED IN THIS EASEMENT. PROHIBITED USES SHALL CONSIST OF,
FOLLOWS:
BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS INCLUDING PORCHES AND ROOF EAVES
OR COMPONENTS AND APPURTENANCES THEREOF, FENCES, OR ANY OTHER HORIZONTAL OR VERTICAL
COMMENCING AT THE WEST 1 /16 CORNER OF NORTHWEST QUARTER OF SECTION 5 MARKED BY 2"
ENCROACHMENT, OBSTRUCTION, EXCAVATION OR ALTERATION OF THE PATH, EARTH SLOPE AND EASEMENT.
ALUMINUM CAP STAMPED "S&F LAND SERVICES"; THENCE SOUTH 00.33'39" WEST, 30.00 FEET TO A POINT
PROPERTY OWNER SHALL NOT PERMIT ANY OTHER UTILITIES TO BE LOCATED IN THE EASEMENT WITHOUT
ON THE SOUTH RIGHT OF WAY OF NW UPAS AND THE INITIAL POINT MARKED BY A 5/8 INCH IRON
THE WRITTEN CONSENT OF THE CITY. THE EASEMENT SHALL PERPETUALLY ENCUMBER THE PROPERTY.
ACKNOWLEDGEMENT:
AVENUE
„
ROD AND YELLOW PLASTIC CAP MARKED S&F LAND SERVICES ; THENCE ALONG SAID NORTH RIGHT OF WAY
AND HEREBY DEDICATES TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET
STATE OF )
LINE SOUTH 89.32' 18" EAST, 605.39 FEET TO THE INTERSECTION WITH THE WEST RIGHT OF WAY LINE OF
RIGHTS OF WAY OF NW NORTHWEST WAY, NW SPRUCE AVENUE, NW 29TH STREET, NW 28TH STREET,
_ __ ___
SS
THE CENTRAL OREGON IRRIGATION DISTRICT (COID) "C" LATERAL; THENCE LEAVING SAID SOUTH RIGHT OF WAY
AND NW STERLING DRIVE AS SHOWN HEREON.
COUNTYOF
.
LINE, ALONG SAID WEST RIGHT OF WAY LINE THE FOLLOWING NINE COURSES:
AND HEREBY DEDICATES TO THE PUBLIC FOREVER, A PUBLIC REVOCABLE EMERGENCY ACCESS EASEMENT
THE SHALL AND
ON THIS �.� DAY OF %�� ZO� BEFORE ME PERSONALLY APPEARED __
SOUTH 29.19;08; EAST, 7.73 FEET;
ACROSS TRACT A AS SHOWN HEREON. EASEMENT BE. FOR UNRESTRICTED INGRESS
SOUTH 23 40 34 EAST, 187.35 FEET;
EGRESS FOR THE PURPOSES OF PROVIDING UNOBSTRUCTED EMERGENCY VEHICLE ACCESS. THE
AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS/HER VOLUNTARY ACT AND DEED ON BE ALF OF NORTHWEST
SOUTH 29'10'00" EAST, 43.40 FEET;
EASEMENT SHALL BE OPEN TO EMERGENCY VEHICLES AND CLEAR OF ALL DEBRIS OR ANY OTHER
WAY LAND JV, LLC; HLM, INC. A WASHINGTON CORPORATION AND TE AMO DESPACIO, LLC; A WASHINGTON
39'43'57"
OBSTRUCTION AT ALL TIMES. STRUCTURES SHALL NOT BE LOCATED WITHIN THE EASEMENT AREA. ANY
LIMITED LIABILITY COMPANY.
SOUTH EAST, 12.15 FEET;
SURFACE IMPROVEMENTS SHALL BE CAPABLE OF CARRYING EMERGENCY VEHICLES. GRANTEE, ITS
SOUTH 15.22'24" EAST, 13.70 FEET;
SUCCESSORS AND/OR ASSIGNS SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EASEMENT AND
SOUTH 30.18'37" EAST, 108.60 FEET;
SHALL MAINTAIN THE AREA IN GOOD CONDITION AND FREE OF ANY OBSTRUCTION AS REQUIRED FORffqft
SOUTH 42"34'41" EAST, 79.62 L FEET;
EMERGENCY VEHICLE ACCESS BY REDMOND FIRE & RESCUE, CITY OF REDMOND, CITY OF REDMOND
SOUTH 52'28'58" EAST, 122.66 FEET;
POLICE AND/OR ALL OTHER EMERGENCY SERVICES.
NOTARY PUBLIC
SOUTH 41.21'09" EAST, 60.08 FEET TO THE INTERSECTION WITH THE SOUTHWESTERLY EXTENSION OF THE
NORTH RIGHT OF WAY LINE OF THE CENTRAL OREGON IRRIGATION DISTRICT "C-11" LATERAL;
AND HEREBY DEDICATES TO THE PUBLIC FOREVER, A PUBLIC CLEAR VISION EASEMENT, ON LOT 288, AS
I
SHOWN HEREON.
PRINTED NAME: I, QI
THENCE LEAVING SAID WEST RIGHT OF WAY LINE, ALONG SAID SOUTHWESTERLY EXTENSION AND NORTH RIGHT
OF WAY LINE OF "C-11" LATERAL, NORTH 60.30'35" EAST, 91.49 FEET; THENCE NORTH 60"30'35" EAST,
AND CREATES A PRIVATE ACCESS EASEMENT AND A PRIVATE CROSS DRAINAGE EASEMENT FOR THE
�L
NOTARY PUBLIC— ��'Y�____
181.64 FEET; THENCE NORTH 58`31'37" EAST, 100.89 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE
BENEFIT OF LOTS 271 THROUGH 274, 277 THROUGH 288 AND TRACT A OVER THE ENTIRETY OF ALLEY
OF NW NORTHWEST WAY (HAVING A 30.00 FOOT HALF WIDTH); THENCE LEAVING SAID NORTH RIGHT OF WAY
TRACT AA, AS SHOWN HE
COMMISSION NO: �j
LINE, ALONG SAID WEST RIGHT OF WAY LINE, SOUTH 00.40'15" WEST, 989.27 FEET TO THE INTERSECTION
AND GRANTS AN UNDERGROUND POWER LINE EASEMENT TO CENTRAL ELECTRIC COOPERATIVE ON
WITH THE NORTH RIGHT OF WAY LINE OF NW SPRUCE AVENUE (HAVING A 30.00 FOOT HALF WIDTH); THENCE
COMMON AREA TRACT BB, AS SHOWN HEREON.
��
LEAVING SAID WEST RIGHT OF WAY LINE, ALONG SAID NORTH RIGHT OF WAY LINE, NORTH 89`41'35" WEST,
MY COMMISSION EXPIRES:
L�O�
1287.55 FEET TO THE NORTHWEST 1 /16 CORNER OF SAID NORTHWEST QUARTER OF SECTION 5 MARKED BY
AND CREATES A PRIVATE STORMWATER/CROSS DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 119
A 5/8 INCH IRON ROD AND YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES"; THENCE LEAVING SAID
THROUGH 122 AND TRACT A, AS SHOWN HEREON.
NORTH RIGHT OF WAY LINE, ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SAID SECTION 5, NORTH 00°3339" EAST, 1311.05 FEET TO THE INITIAL POINT.
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "HEARTHSTONE PHASE 1
HENCEFORTH TO BE SO KNOWN.
CONTAINING 33.13 ACRES, MORE OR LESS.
TOGETHER WITH, PARCEL 1, MINOR PARTITION NO. MP-84-5 AND PARCEL 1, MINOR PARTITION NO.
MP-85-12 DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTH RIGHT OF WAY LINE OF NORTHWEST SPRUCE AVENUE
J� SHEET INDEX: (HAVING A 30.00' HALF WIDTH) AND THE WEST RIGHT OF WAY LINE OF NORTHWEST WAY (BEING 30.00'
_ _ /l__C^, __--_•_____ DAT WEST OF THE NORTH -SOUTH CENTER LINE OF SAID SECTION 5) MARKED BY A 5/8 INCH IRON ROD WITH
HLM, INC., A WASHINGTON CORPORATION SHEET 1 SURVEYOR'S CERTIFICATE, DECLARATION, NARRATIVE, YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES"; THENCE ALONG SAID WEST RIGHT OF WAY LINE, SOUTH
ACKNOWLEDGEMENT 00°40' 15" WEST, 1259.24 FEET TO A 1 /2 INCH IRON PIPE WITH AN ILLEGIBLE YELLOW PLASTIC CAP;
/2 THENCE LEAVING SAID WEST LINE, ALONG THE SOUTH LINE OF SAID MINOR PARTITION PLAT NO. MP-84-5,
SHEET TITLE ENCUMBRANCES, WATER RIGHTS STATEMENT, APPROVALS 9
NORTH 89°53'13' WEST, 1383.69 FEET TO A 1/2 INCH IRON ROD; THENCE LEAVING SAID SOUTH LINE,
` ALONG THE WEST LINE OF SAID PARCEL 1, MINOR PARTITION PLAT NO. MP-85-12
SHEET 3 SUBDIVISION MAP OVERVIEW, AREA SUMMARY, FOUND MONUMENT TABLE NORTH 00"00'04" EAST, 1263.82 FEET TO SAID SOUTH RIGHT OF WAY LINE OF NORTHWEST SPRUCE AVENUE
OiEST
DATE MARKED BY A 1 2 INCH IRON ROD WITH YELLOW CAP MARKED "LS 431"; THENCE LEAVING SAID WEST LINE,
NO WAY LAND JV, LLC SHEETS 4-6 SUBDIVISION MAP DETAIL /
ALONG SAID SOUTH RIGHT OF WAY LINE, SOUTH 89'41'35" EAST, 1368.42 FEET TO THE POINT OF
SHEET 7 EASEMENT DETAILS BEGINNING.
SHEET 8 LINE TABLES CONTAINING 39.42 ACRES, MORE OR LESS.
-- - ^9—ILITY
DATE SHEET 9 CURVE TABLESTEA 0 DESPACIO, LLC, A WASHINGTON LIMITED COMPANY
BRAD R. RHOADES, PLS 91917 DATE
SURVEY FOR:
r= - � REGISTERED
S&F sTE AMO DESPACIO PROFESSIONALanervc
LAND SURVEYOR
Your Proven Geospatial Partner',
LDEWMUTES COUNT SURVEYO 2300E 3RD LOOP,®6�'®����STE 100, VANCOUVER, WA 98661 LOCATED IN THE NW1/4 OF SECTION 5MAOR1Go2021 � 0Y• (360) 326-2334 TOWNSHIP 15 SOUTH, RANGE 13 EAST BRAD R. RHOADES
SHEET 1 OF 9 WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM 91917PLS
DATE JOB NO. FIELD DRAWN CHECKED WILLAMETTE MERIDIAN RENEWS: 12/31/2026
2433705_PLAT.dw JAN. 15, 2026 F2024-337-05 BRR HTF I BRR CITY OF REDMOND, DESCHUTES COUNTY, OREGON
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CSZ1sss
-HEARTHSTONE PHASE'l
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND LAND USE APPROVAL 711-23-000216-PLNG-MD,
711-23-000217-PLNG-SUB & 711-25-000184-PLNG-MC
JANUARY 2026
TITLE REPORT SPECIAL EXCEPTIONS:
TITLE REPORT SPECIAL EXCEPTIONS (CONT.): -
WATER RIGHTS STATEMENT:
E G S
THE FOLLOWING EXCEPTIONS AFFECT THE SUBJECT PROPERTY, IN A SURVEYABLE MANNER AS PER
WESTERN
16. TERMS, PROVISIONS AND CONDITIONS, INCLUDING, BUT NOT LIMITED TO, MAINTENANCE
PER CENTRAL OREGON IRRIGATION DISTRICT (COID):
TITLE & ESCROW, ORDER NO.: WT0253368,PROVISIONS,
AND A COVENANT TO SHARE THE COSTS OF MAINTENANCE, CONTAINED IN
EASEMENT
INSTRUMENT NO. 2018-45756 (TAX LOT 1513050000804) HAS
AN ADJUDICATED
4. RIGHT OF WAY OF CENTRAL OREGON IRRIGATION LATERALS AS SHOWN ON THE DESCHUTES
COUNTY
RECORDING DATE: FEBRUARY 17, 1966
20.75 ACRES OF WATER RIGHT ON CERTIFICATES ISSUED TO COID.
ASSESSORS MAP.
RECORDING NO.: 147-295
INSTRUMENT NO. 2020-05966 (TAX LOT 1513050000800) HAS
AN ADJUDICATED
AS -BUILT LOCATIONS FOR IRRIGATION LATERALS SHOWN HEREON.
ROAD RIGHT OF WAY EASEMENT, RESIDES ENTIRELY WITHIN PRESENT DAY NW SPRUCE
16.1 ACRES OF WATER RIGHT ON CERTIFICATES ISSUED TO COID.
AVENUE. NOT SHOWN HEREON.
5. RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM THE STATE OF
INSTRUMENT NO. 2016-054085 (TAX LOT 1513050000600) HAS
AN ADJUDICATED
28.0 ACRES OF WATER RIGHT ON CERTIFICATES ISSUED TO COID.
OREGON, AND IN THE ACTS
17. EXISTING COLD LATERAL "C", AS DISCLOSED IN WARRANTY DEED,
AUTHORIZING THE ISSUANCE THEREOF.
RECORDING DATE: MAY 14, 1984
THE WATER RIGHTS NOTED ABOVE HAVE BEEN QUITCLAIMED TO
COID, HOWEVER,
THESE WATER RIGHTS REMAIN APPURTENANT TO THE LAND UNTIL
COMPLETION OF
RECORDING DATE: AUGUST 11, 19T7
RECORDING NO.: 55-741
A WATER RIGHT TRANSFER TO REMOVE THE WATER ACRES NOTED ABOVE. UPON
RECORDING NO: 21-307
SHOWN HEREON
ISSUANCE OF AN ORDER BY OWRD, NO WATER RIGHTS WILL REMAIN
WITHIN THE
SUBJECT TO DITCHES, CANALS AND RESERVOIR SITES FOR IRRIGATION PURPOSES.
AS -BUILT
BOUNDARIES OF THESE PROPERTIES.
LOCATIONS FOR IRRIGATION LATERALS SHOWN HEREON.
_
20. QUITCLAIM DEED (WATER CONVEYANCE AGREEMENT) FOR TRANSFER OF INTEREST IN A
WATER RIGHT INCLUDING THE
6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,
AS
TERMS AND PROVISIONS THEREOF,
GRANTED IN A DOCUMENT:
RECORDING DATE: JANUARY 6, 2025
ASSESSOR'S CERTIFICATE:
GRANTED TO: FRANK L. MEEKER AND EUNICE B. MEEKER
RECORDING NO: 2025-00278
RECORDING DATE: FEBRUARY 26, 1945
.
BETWEEN: NORTHWESTWAY LAND JV, LLC
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER
RECORDING NO: 66-277
AND: CENTRAL OREGON IRRIGATION DISTRICT
CHARGES, REQUIRED BY LAW TO BE PLACED ON THE 202�-202
it -TAX ROLLS,
.
PRIVATE CANAL EASEMENT - A 10 FOOT WIDE CANAL EASEMENT SHALL EXIST 5 FEET WIDE
ON EACH
WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THIS PLAT
DURING THIS TAX YEAR
SIDE OF CENTERLINE OF EXISTING CANALS FOR THE OPERATION AND MAINTENANCE OF SAID
CANALS
BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO
FOR IRRIGATION PURPOSES, BY THE PROPERTY OWNERS SERVED BY SAID CANALS. CENTRAL
OREGON
21. EASEMENT FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCREMENTAL THERETO, AS
ME.
IRRIGATION DISTRICT ASSUMES NO RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF SAID
GRANTED IN A DOCUMENT:
CANALS. NO DEFINABLE CANAL WAS LOCATED AT THE DESCRIBED EASEMENT LOCATION, APPROXIMATE
GRANTED TO: CITY OF REDMOND
LOCATION SHOWN HEREON:
PURPOSE: SANITARY SEWER EASEMENT
Z � � ZQZ�p
7. EASEMENT(S) FOR THE PURPOSE S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS
GRANTED
RECORDING DATE: NOVEMBER 202025
,
HUTES COUN ASSESSO
DATE
IN A DOCUMENT:
RECORDING NO.: 2025-31983
GRANTED TO: CENTRAL ELECTRIC COOPERATIVE, INC., A COOPERATIVE CORPORATION
AS SHOWN HEREON
1 HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS -DATE.
RECORDING DATE: DECEMBER 11, 1987
RECORDING NO: 155-3000
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POWER TRANSMISSION EASEMENT AS SHOWN HEREON.
7ke.
DESCHUTES COUNTY TAX COLLECT R
DATE
10. PIPING EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF,
RECORDING DATE: NOVjMBER 21, 2024
APPROVALS:
RECORDING NO: 2024-30698
BETWEEN: HLM INC.
POST-MONUMENTATION:
THE PLAT OF "HEARTHSTONE PHASE 1" HAS BEEN EXAMINED AND
APPROVED BY:
AND: CENTRAL OREGON IRRIGATION DISTRICT
AS -SHOWN HEREON
I, BRAD R. RHOADES, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS
92.070(2), POST- MONUMENTATION OF THE REMAINING INTERIOR CORNERS WILL BE
)4�
5�17 C
COMPLETED ON OR BEFORE DECEMBER 1, 2026,
�
DESCHUTES COUNTY BOARD OF COMMISSIONERS
DATE
11. QUITCLAIM DEED (WATER CONVEYANCE AGREEMENT) FOR TRANSFER OF INTEREST IN A
RIGHT INCLUDING THE TERMS AND PROVISIONS THEREOF,
WATER
? / •
,%` /eo
RECORDING DATE: JANUARY 6, 2025
BRAD R. RHOADES, PLS 91917
_
RECORDING NO: 2025-00277
BETWEEN: HLM, INC.
INTERIOR MONUMENTS SET _______________ PER AFFIDAVIT OF
DES HUTES COUNTY SURVEYOR
DATE
AND: CENTRAL OREGON IRRIGATION DISTRICT
POST- MON U M ENTATION RECORDED ______________ INSTRUMENT NO. ------
OF DESCHUTES COUNTY RECORDS.
CITY 0 RE MOND PLANNING DIRECTOR
DATE
DESCHUTES COUNTY SURVEYOR DATE
NOTE:
1 2i' 2w
THE OWNERS OF ALL LOTS WITHIN THIS SUBDIVISION SHALL BE MEMBERS OF
THE HEARTHSTONE AT REDMOND RANCH HOMEOWNERS ASSOCIATION CREATED
CITY REDMOND ENGINEER
DATE
JANUARY 5TH, 2026 BY THE SECRETARY OF STATE OF THE STATE OF OREGON
AND SUBJECT TO THE ARTICLES OF INCORPORATION AND BYLAWS THEREOF.
SAID LOTS ARE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS
SIGNATURE OF CITY OF REDMOND CONSTITUTES ACCEPTANCE BY
THE CITY OF REDMOND OF
AND RESTRICTIONS FOR THE HEARTHSTONE AT REDMOND RANCH HOMEOWNERS
ANY DEDICATION MADE HEREIN TO THE PUBLIC.
ASSOCIATION _�A V% 2 lr`I 15ri2026 UNDER INSTRUMENT NO.
2026- ----- AND AGREE TO THE TERMS OF SAID DOCUMENT.
&F Land Services
SURVEY FOR:
TE AMO DESPACIO
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Your Proven Geospatial Partner
�•
DEcCHUTESO COw lwlNT Y Sl0"VEY0
-
2300E 3RD LOOP,
OREGON
02 os- zg2bBy* Coons
STE 100, VANCOUVER, WA 98661
LOCATED IN THE NW1 /4 OF SECTION 5
MAY 11, 2021
LED�
(360) 326-2334
TOWNSHIP 15 SOUTH, RANGE 13 EAST
BRAD R. RHOADES
SHEET 2 OF 9 WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM
91917PLS
DATE JOB NO. FIELD DRAWN CHECKED
WILLAMETTE MERIDIAN
RENEWs: 12/31/2026
2433705_PLAT.dw JAN. 15, 2026 2024-337-05 BRR HTF BRR
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
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LEGEND:
HEARTHSTONE PHASE 1
CENTERLINE COID CANAL RIGHT-OF-WAY
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5
31 T.32 S89°32'18"E 2640.41' 1 * \ - COID. EASEMENT SIDELINE
108 - T14s ( ) ----1320.21' 1 * - - - 32 100 _ TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
_ _ O N W U PAS AVENUE SECTION LINE CITY OF DESCHUTES COUNTY OREGON
1320.21'(1)* T15S ) * REDMOND, i
6 cJ S00°33'39"W W1 16 605.39' L1 - - --732.04 _ - -:")30.00'
5ty _- - ROADWAY RIGHT OF WAY CITY OF REDMOND LAND USE APPROVAL
30.00' INITIAL , 50 30.00' SUBJECT PROPERTY 711-23-000216-PLNG-MD, 711-23-000217-PLNG-SUB &
POINT o <�' �� 1513TAX L00500 0 711-25-000184-PLNG-MC
M BOOK 301 PAGE 410 PO I JANUARY 2026
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CENTERLINE COLD L3 DCOR I X X
"C" LATERAL L5 (NOT A PART)
NORTH „ 30.00' X X
<6, ROW COID N58°31 37 E
"C-11 to100.89' X
WEST ROW COID �� LATERAL 1-0, so, I '
C LATERAL 00, i WC ,35.43 X
8 .
50.00'
Lo
(0 ��' 0 80.00'
N60°30'35"E
N60°30'35"E' \ 181.64'
91.49'
.� \ CENTERLINE
S11'53'35"E COID "C-11" I�
\ TAX LOT 15130500-00600 220.52' 1 LATERAL . o WC
f33.13 ACRES
TAX LOT INST. NO. 2016-054085
15130500-00700 \ I \ ��
BOOK 422 \ i
PAGE 2076 \ L9 I �� O
DCOR \ �
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� I DCSR
\ \ \ of
L1000 [130.00, DCOR
r- COID „C-20" LATERAL \ � � � \ t v
COID
i� SEE SHEET 4 FOR DETAIL p' i L11
P.U.E
co PRIVATE CANAL EASEMENT PER I co
`V BOOK 66, PAGE 277 \ �� L<12 N
(SEE SHEET 4 FOR DETAIL)
5 <�
r�T EXISTING POWER EASEMENT
VOL. 155, PG. 3000 �'I • I 0
o
o _0 CENTERLINE COID b
NW1 /16 \ o o "C" LATERAL L14 \� � C-N1 /16, FOUND 5/8" IRON ROD WITH 2"
0 0 1317.45'(1)* S89°41'35"E 2635.11'(1)* (0L17 I I -ALUMINUM CAP MARKED "S&F LAND SERVICES"
� - -
1287.55'(1)* S89°41'35"E 590.06' L15 NW SPRUCE
T_ NW SPRUCE AVENUE 1239.34'(1)*
AVENUE
N1/16 - S89°41'35"E 1368.42'(1)* -
102 .677.73' 1 * -i 101 609.81' 1 * I Z "C" LATERAL EASEMENT TERMINATES
80.89' 1 * 758.62'(1)* O S00°18'25"W 10 00' CENTERLINE < Ll 6j N89'41'35"W 4.76' FROM SET
O MONUMENT AT SE CORNER
rn S89°41'35"E 10.00' TO SIDELINE
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00 30.00'
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N z
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o ±39.42 ACRES
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30.00'
` I
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FOUND SECTION CORNER
SEE FOUND MONUMENTS TABLE
FOUND QUARTER CORNER
SEE FOUND MONUMENTS TABLE
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
CAP MARKED "S&F LAND SERVICES" UNLESS
OTHERWISE NOTED IN THE FOUND MONUMENTS
TABLE OR ON MAP
FOUND 5/8" IRON ROD WITH 2" ALUMINUM
CAP STAMPED "S&F LAND SERVICES"
FOUND WITNESS CORNER, 5/8" IRON ROD
WITH YELLOW PLASTIC CAP STAMPED
"S&F LAND SERVICES WC"
CENTER QUARTER SECTION
DESCHUTES COUNTY SURVEY RECORDS
DESCHUTES COUNTY OFFICIAL RECORDS
CENTRAL OREGON IRRIGATION DISTRICT
PUBLIC UTILITY EASEMENT
REFERENCE DATA SAME AS MEASURED
SURVEY REFERENCES:
(1)* RECORD DATA PER DCSR 20668, BY ANDREW N. HUSTON 2021
200' 0 100' 200' 400'
SCALE:1" 200'
DESCHUTES COUNTY SURVEYOR
FI
LI�[3 °� o1' zo2b Bye Unlis IF
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S29' 19'08"E
7.73'
L2
S23°40'34"E
187.35'
L3
S29° 10'00"E
43.40'
L4
S39"43'57"E
12.15'
L5
S 15° 22' 24"E
13.70'
L6
S30' 18'37"E
108.60'
L7
S42°34'41 "E
79.62'
L8
S52°28'58"E
122.66'
L9(1)*
S8°33'08"E
101.44'
LINE TABLE
LINE_ #
BEARING
DISTANCE
L10(1)*
S 18°05'02"E
142.10'
L1 1(1)*
S1 1°15'54"E
44.31'
L12(1)*
S26°21'44"E
81.29'
L13(1)*
S23' 18' 10"E
103.33'
L14(1)*
S 19°33'23"E
56.18'
L15(1)*
S30° 15'43"E
108.92'
L16(1)*
S89°41'35"E
43.55'
L17(1)*
SO°40' 15"W
64.98'
L18
S41°21'09"E
60.08'
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
100
3-1/4 INCH BRASS
CAP IN MONUMENT BOX STAMPED DESCHUTES COUNTY SURVEYORS OFFICE AND OTHER MARKINGS, OCRR 1862
101
5/8 INCH
IRON ROD,
FLUSH, DCSR 00945
102
1/2 INCH
IRON ROD
WITH .YELLOW PLASTIC CAP MARKED LS 431, FLUSH, DCSR 00944
103
2-1/2 INCH BRASS
CAP IN MONUMENT BOX STAMPED C1/4 S5 T15S R13E, OCRR 1842
104
3/4 INCH
PIPE WITH
BROKEN YELLOW PLASTIC CAP MARKED PLS 1652, DOWN 0.4', DCSR 00945
105
3/4 INCH
IRON PIPE WITH YELLOW PLASTIC CAP MARKED POVEY ASSOC. UP 0.3', DCSR 12598
106
1/2 INCH
IRON ROD,
UP 0.2', DCSR 00944
107
3/4 INCH
IRON PIPE,
UP 0.1', DCSR 04927
108
2-1/2 INCH BRASS
CAP STAMPED T14S R13E 31 30 6 5 T15S R13E, DOWN 0.2' IN ASPHALT, OCRR 0035
109
1/2 INCH
IRON PIPE
WITH YELLOW PLASTIC CAP, NOT LEGIBLE, DOWN 0.4', DCSR 00945
30.00'(1)* SURVEY FOR:
634.61'(1)* ,t 104 650.53'(1)* ITP
1-1M 0 D P_J I !�C I 0
PARCEL 2
N89°53' 13"W 1383.69'(1)*
109 5 P1C
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I IYour Proven Geospatial Partner
901 NW CARLON AVE, SUITE 3
BEND, OR 97703 LOCATED IN THE NW 1 /4 OF SECTION 5
SHEET OF 9 W (541) 797-0954 TOWNSHIP 15 SOUTH, RANGE 13 EAST
WW SFLANDS.COM EMAIL. INFO@SFLANDS.COM
DATE JOB NO. FIELD DRAWN CHECKED WILLAMETTE MERIDIAN
2433705-PLAT.dw JAN. 15, 2026 2024-337-05 BRR I HTF BRR CITY OF REDMOND, DESCHUTES COUNTY, OREGON
F
GISTEREFESSIONAL
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\ o
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BOOK 301 PAGE 410 I
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77.27'
35.41 '
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Aft
101
SEE SHEET 6 FOR LOT &
RIGHT—OF—WAY DETAIL
SHEET 4 OF 9
2433705_PLAT.dw
HEARTHSTONE PHASE 1
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND LAND USE APPROVAL 711-23-000216-PLNG-MD,
711-23-000217-PLNG-SUB & 711-25-000184-PLNG-MC
JANUARY 2026
C-N1 16, FOUND 5/8" IRON ROD WITH 2"
58 31.92' 1LL50 ALUMINUM CAP MARKED "S&F LAND SERVICES"
C3 - L22 iQlL
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16 RIGHT-OF-WAY DEDICATION 58.31N W SPRUCE
AVENUE
TRACT BOUNDARY LINE
—
— RIGHT OF WAY
BOUNDARY LINE
— CENTERLINE
—
— EASEMENT, AS NOTED
—
— SECTION LINE
x
FOUND QUARTER CORNER
SEE FOUND MONUMENTS TABLE
x
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
•
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WC
FOUND WITNESS CORNER, 5/8" IRON ROD
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1-5/32" BRASS CAP STAMPED
"SF
LAND SERVICES"
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS EASEMENT
100' 0 50' 100, 200'
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S89°41'35"E 1348.42' Aft NW SPRUCE AVENUE
_
I
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546.92'
N00 3339E 10.00
� 211.70' �
101 589.80
ii
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETCE MERIDIAN,
N89°41'35"W 78.97'
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50.00
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121.93'
SEE SHEET 6 FOR LOT &
N
I
RIGHT-OF-WAY DETAIL
rn
rH100
FN89*41'35"W
I00
PUE & PAE— I
.00'
-
TRACT F
f7.57
ACRES
SEE DETAIL ON SHEET 7
L55
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0
10.00'
I
I
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c° N85°26'09"W 4 C9
7C470 L63
S86°4739"W 140.01' n
c> P.U.E
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L43
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109.29' L49
60.00'
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9° 19'45'
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I
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111.12' 60.00'
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100IV
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r; N89°53' 13"W 327.61' i cn -p: -
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PARCEL 1
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I
1-5/32" BRASS CAP STAMPED
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NS89°
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MONUMENT TO BE SET DURING POST MONUMENTATION,
S89°53 13�� E 20.00
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901 NW CARLON
AVE, SUITE 3
OREGON
BEND, OR
97703
LOCATED
IN THE NW1 /4 OF SECTION 5
MAY 11, 2021
(541) 797-0954
TOWNSHIP
15 SOUTH, RANGE 13 EAST
BRAD R. RHOADES
SHEET 5 OF 9 WWW.SFLANDS.COM
EMAIL: INFO@SFLANDS.COM
91917PLs
DATE JOB NO. FIELD DRAWN CHECKED
1
p
WILLAMETTE MERIDIAN
RENEWS: 12/31/2026
2433705-PLAT.dwq JAN. 15, 2026 2024-337-05 BRR HTF BRR
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
C"
00
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LOT 277 LOT 278
"-----C4A44
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24.58'
L81
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TRACT G
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LOT 277 LOT 278
PRIVATE ALLEY TRACT AA
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2.00'
46.36'
S88°55' 19"E
48.36'
CALCULATED POSITION FALLS
ON SEWER MANHOLE
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5, rmmw '
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND LAND USE APPROVAL 711-23-000216-PLNG-MD,
711-23-000217-PLNG-SUB & 711-25-000184-PLNG-MC
JANUARY 2026
TRACT K VARIABLE
RIGHT-OF-WAY
DEDICATION
20.00'
RIGHT-OF-WAY
DEDICATION
20.00' -
EXISTING POWER EASEMENT
VOL. 155, PG. 3000 r 000 C3 - L22
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o ±5763 N S85'26'09"E 109.29' 0 30.00'
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l i
S89°53' 13"E 1 13.55' - - RIGHT OF WAY 01 L133
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LEGEND: 1
S89°53' 13"E 1 1 1.12'
SET 5/8" IRON ROD WITH 2-1/2" ALUMINUM CAP 0
STAMPED "S&F LAND SERVICES" ! 30.00' 30.00' 1.
0 MONUMENT TO BE SET DURING POST MONUMENTATION, Ng8'31'02"W 60.00'
5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"S&F LAND SERVICES"
1-5/32" BRASS CAP MARKED "SF LAND SERVICES"
CALCULATED POSITION
- - SECTION LINE
O SET 5/8" IRON ROD WITH YELLOW PLASTIC 1 1 1
CAP STAMPED "S&F LAND SERVICES" 5
109 103
FOUND 5/8" IRON ROD WITH 2" ALUMINUM
CAP STAMPED "S&F LAND SERVICES"
SURVEY FOR:
TE AMO DESPACIO PROF
&F LanServices LAND
Your Proven Geospatial Partner R-".e A
OFOUND 2-1/2" BRASS CAP IN MONUMENT
901 NW CARLON AVE, SUITE 3
0
BOX STAMPED "c1/4 S5 T15S R13E"
BEND, OR 97703
LOCATED IN THE NW1 /4 OF SECTION 5
MAY
50 0 25 50 100
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED 5�,,�EE-�- 6 OF 9
/541797-0954
` )
TOWNSHIP 15 SOUTH, RANGE 13 EAST
BRA 91I
"S&F LAND SERVICES" UNLESS OTHERWISE NOTED IN THE
WWW.SFLANDS.COM EMAIL. INFO@SFLANDS.COM
WILLAMETTE MERIDIAN
DATE
JAN. 15, 2026
JOB NO.
2024-337-05
FIELD
BRR
DRAWN
HTF
CHECKED
BRR
FOUND MONUMENTS TABLE SCALE1" = 50' 2433705_PLAT.dw
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
RENEWS:
N
C
to
vo
t
CS 21sss
9
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
NOTE: THIS PLAT CREATES A PRIVATE ACCESS EASEMENT
AND A PRIVATE CROSS DRAINAGE EASEMENT OVER THE
ENTIRETY PRIVATE ALLEY TRACT AA.
oow� 5.00' ,
�U t Li Q a P.A.E & 20.00
CITY OF REDMOND, DESCHUTES COUNTY, OREGON L46 L65 P.U.E o RIGHT—OF—WAY
CITY OF REDMOND LAND USE APPROVAL -a i�
-a D cn - r C99 S89°41'35"E 141.27' DEDICATION
711-23-000216-PLNG-MD, 711-23-000217-PLNG-SUB & m� g o� a
711-25-000184-PLNG-MC L69 L118 Ro
vN84`3o—'o1 "—E 2
36.9=
]ANUARY 2026 L119
L136 L35 C98L135 _ — — —
I
58.3 1'
L30 L87 L26 — — — —
N89°41 '35"W 1287.65'
7*� -o w o C-N1/16
owe o
q o- NW SPRUCE AVENUE
— — 20.00' C.R.S.E. PER
INST. NO. 2025-31983
i
N89°41 '35"W 26.80' 98.84'
002 281.75' _32.15' 149.60,
S00° 18'25"W �� , T_ — » w r
--�, 22.95 il -- N84°30 �1 E 154.57 COMMON AREA TRACT BB 8.00'-1710.00 ------ , C84 f0.89 ACRES C.E.C.E I�
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EASEMENT w I c P.0 E iI
14.00 �o �I �� " qw
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P.U.E w o 0
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249 250 o o S.F.
Z
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7 248
24 f2880 ±2880 t2880 Z z
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1
244 245 ±2880 ±2880 S.F. S.F. S.F 8.08' ��-20.00'
o
I
0
L1 13 240 242 243 ±2880 ±2880 S.F. S.F. �, 252
241 S.F. �'�
fS.F.
o
o
Z
0 � P.U.E & W I
o ,: P.A.E �'_ I
239 f3009 f2880 ±2880 S.F. C$ ±3309
t3186 S.F. C86 S.F.
S.F. S.F. N8520'02"E 385.02
C85
,
cn
DETAIL: NOT TO SCALE it 5
--N89'41'35"W 1 16_98'---� P.U.E C83 253 ry
L90 15.00' PUBLIC) SEE CLEAR o
z V Nw STERLING DRIVE ( _ - t2.F. o
o / � VISION � S.F. ( _ �
DETAIL
0 15.00' SEE P.A.E DETAIL c o THIS 10.00' P.U.E Io -i
oo THIS SHEET rn o - �
_ SHEET <
- - - C80 L111 254
I �
/1 L9--
II III
I I N H-
DETAIL: ma L107 C79 ±2889
I
II
D
S.F. OD>L108 Z
P.A.E EASEMENT � N89°41'35 W
0 05 L10
010.00 L104 C76 r >
0 rL101L102
L91N89-41'35"W C75
L99 L100
6L98 ±2858 0TL97 288 Z .-'0±m 287 L109
.16 86 S.F. da)
P.A.E S.F. 283 2845±3300 ±3344 t)
119 o 28 282 t3243 f3 S.F.11�Ll
S.F. I
6 0 f3220 S.F. S.F. 21±6684 n 278 279 1I
277 t3151 S.F. S.F. 256S.F. S.F.S.F. S.F. L123 272 f3210S.F. S.F. ±278910.00' ±3261 S.F. T S.F. P.U.E -( ±3174 ±3197
±3049 ±311
U I S.F. SEE DETAIL »A» P.0 E `. � I
(Ai L94 SHEET 6 I
0 120 I (0 273 mv
t5931 �
DETAIL: NOT TO SCALE
10
rn S.F.
-I
10.00' 2
±3292
U S.F.
I
ALLEY TRACT AA
-
m
ao
P.U.E.
W
rn
J
_
--
TE
PRIVAT
(PRIVATELY OWNED)
-
10.00'
o
m
►� 274
L93 ±3406
TRACT A
I
o
I P.U.E.
10.00' &
i
m
S.F.
SEE
DETAIL "B" f5.47 ACRES
N
I
P.U.E P.A.E
I
o
1
PRIVATE 10.00
rn 121
I- ±5763
N
SHEET 6
P
i
I
q
STORMWATER/CROSS
S.F.
I v a,
m o
o
DRAINAGE EASEMENT
0.00
N
r
�q,
o
I
N
v
P.U.E
n
v U t-
= z
130 L131
j
l
I
Q -N89°
19 45 W
S89° 19 45 E
o
122
I
I
m-'
m Q a
D
I
10.00'
n
CA
_
�
<±5611
c
mo
24.00°S.F.
I
I
co
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r
1
C97
N w m
SCALE: 1" = 50'
`n m
��/ \��
01
o
r,N89*53'1 3"W
"'
S88`55'19E 205.34
w
C96 N87'50'02"E 122.90'
C95 / �\
\S,1°
00
I
10.00'
S01'40'48"W 13.55'
\9\8�
L127
N88'31'02"W � �
LEGEND. 5.51
S88'31'02"E 10.00'
�f2l
CI?
, C87
30.00 N88°31'02"W
N88'55'19"W 205.34'
C88 S87°50'02"W 122.90'
C89 L124 L125 C9p
�
/V,77
I
TRACT BOUNDARY LINE
,
9
DEDICATED RIGHT OF WAY
30.00
_
48"I,I, � �
8,
C91
L126
— — RIGHT OF WAY
LEGEND .
1 >,
I
BOUNDARY LINE
COUNTY SURVEYOR
P.U.E. PUBLIC UTILITY EASEMENT
15 �'E 791.64'
- - EASEMENT, AS NOTED
LDESCHUTES
n
Dz
P.A.E. PUBLIC ACCESS EASEMENT
1�00*41'
- CENTERLINE, AS NOTED
D Q� 2D212 f)# v
C.R.S.E. CITY OF REDMOND SEWER EASEMENT
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "S&F LAND
C.E.C.E. CENTRAL ELECTRIC COOPERATIVE EASEMENT
,
SERVICES" UNLESS OTHERWISE NOTED IN THE FOUND MONUMENTS TABLE
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "S&F LAND SERVICES"
SURVEY FOR:
SET 5/8" IRON ROD WITH 2-1/2" ALUMINUM CAP STAMPED "S&F LAND SERVICES"
&F Land Services
TE AMO DESPACIO
PROFESSIONAL
LAND SURVEYOR
0 MONUMENT TO BE SET DURING POST MONUMENTATION, 5/8" IRON
ROD WITH YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES"
Your Proven Geospatiai Partner
1-5/32 °' BRASS CAP MARKED "SF LAND SERVICES"
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
LOCATED IN THE NW1 /4 OF SECTION 5
OREGON
_ CALCULATED POSITION
-
541 797-0954
C )
TOWNSHIP 15 SOUTH, RANGE 13 EAST
MAY 11, 2021
BRAD R. RHOADES
FOUND 5/8" IRON ROD WITH 2" ALUMINUM SHEET 7 OF 9
WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM
WILLAMETTE MERIDIAN
91917PLS
DATE
JAN. 15, 2026
JOB No.
1 2024-337-05
FIELD
1 BRR
DRAWN
HTF
CHECKED
BRR
CAP STAMPED "S&F LAND SERVICES"
2433705-PLAT.dwq
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
RENEWS: 12/31/2026
N
C"
00
LINE TABLE
LINE #
BEARING
DISTANCE
L19
N88°55' 19"W
10.00'
L20
S75°09'05"E
47.40'
L21
S67°34'31 "E
37.56'
L22
N89°41'35"W
146.24'
L23
S63'50'50"E
39.79'
L24
S80051'38"E
71.11'
L25
S76°22'32"E
25.91'
L26
S89°41 '35"E
29.60'
L27
N57`41 '33"E
27.22'
L28
N38°54'59"E
51.92'
L29
N63° 18'02"E
20.47'
L30
N00°33'39"E
10.00'
L31
S89°26'21 "E
100.00'
1-32
SO0°33'39"W
175.00'
L33
N34°30' 12"E
24.28'
L34
N82° 10'02"E
41.06'
L35
S89° 41 ' 35"E
19.58'
L36
S87°57'29"E
106.07'
L37
S46°26' 15"E
10.06'
L38
N00° 18'25"E
60.00'
L39
N00°06'47"E
105.00'
L40
S89°53' 13"E
173.69'
L41
S89°53' 13"E
174.73'
L42
SO 1 °29' 15"W
78.41 '
L43
SO 1 °04'41 "W
10.98'
L44
S01 °26'43"E
28.49'
L45
S34°49'25"E
17.90'
L46
N84°30'01 "E
5.00'
L47
S 14* 09' 10"E
12.01 '
L48
N88°55'19"W
25.36'
L49
N88°55' 19"W
20.00'
L50
S08°59' 15"E
23.37'
L51
S06°53'42"W
38.27'
L52
N05°29'59"W
18.27'
L53
N89°41'35"W
29.96'
L54
S00`20'43'W
59.61 '
L55
N89` 19'45"W
106.75'
L56
N84°30'01 "E
4.57'
L57
S89°53' 13"E
361.68'
L58
N05°29'59"W
23.27'
LINE TABLE
LINE #
BEARING
DISTANCE
L59
N00°06'47"E
4.01'
L60
N88°01 ' 15"E
106.42'
L61
S00°06'47"W
165.00'
L62
N89°53' 13"W
5.48'
L63
N88`48'25"E
37.36'
L64
S84°34'49"W
5.02'
L65
N05°27'45"W
18.26'
L67
S05°2959"E
23.27'
L68
N84"30'01 "E
56.24'
L69
S89°26'21 "E
5.00'
L70
N00°40' 15"E
883.03'
L71
S00°33'39"W
15.00'
L73
S00°33'39"W
15.00'
L74
NO 1 °04'41 "E
94.72'
L75
N04°39'58"W
30.00'
L76
NO 1 "04'41 "E.
32.3 1'
L77
NO 1 °04'41 "E
31.60'
L78
NO 1 `04'41 "E
30.8 1'
L79
S88°55' 19"E
48.36'
L80
SO 1 °04'41 "W
37.73'
L81
S88°55' 19"E
25.36'
L82
N86°47'39"E
140.01'
L83
N88°48'25"E
37.44'
L84
N88°48'25"E
67.42'
L85
N65` 19'37"E
20.00'
L86
N37°30'31 "E
31.49'
L87
S89°41 '35"E
78.97'
L89
S89°41'35"E
78.97'
L90
S00° 18'25"W
10.00'
L91
S00°00'00"E
5.00'
L92
N51 °00'33" W
4.16'
L93
S86° 14'59"E
6.19'
L94
N86° 14'59"W
6.23'
L95
NO3°45'01 "E
24.67'
L96
N85°20'02"E
52.60'.
L97
SO4`39'58"E
3.17'
L98
N85°20'02"E
22.00'
L99
N04`39'58"W
3.17'
L100
N85°20'02"E
98.00'
L101
SO4°39'58"E
3.17'
LINE TABLE
LINE #
BEARING
DISTANCE
L102
N85°20'02"E
22.00'
L103
N04°39'58"W
3.17'
L104
N85°20'02"E
158.00'
L105
SO4°39'58"E
3.17'
L106
N85`20'02"E
22.00'
L107
N04°39'58"W
3.17'
L108
S85°20'02"W
13.64'
L109
N87°5634"E
2.68'
L110
S02°03'26"E
22.00'
L111
N87°56'34"E
3.12'
L112
N00`33'39"E
21.75'
L1 13
N89°26'21 "W
7.67'
L114
S00°33'39"W
80.63'
L115
N89°41'35"W
23.38'
L1 16
S00° 18'25'.'W
7.33'
L1 17
S01 °03'20"E
63.74'
L1 18
S89°26'21 "E
10.00'
L119
S00°33'39"W
9.96'
L120
S00°06'47"W
15.00'
L121
N89° 19'45"W
6.00'
L122
S00°40' 15"W
28.75'
L123
S89° 19'45"E
6.00'
L124
N89° 19'45IV
27.72'
L125
N89°51'00"W
23.99'
L126
N89°51'00"W
4.80'
L127
S89°51'00"E
5.02'
L128
S00°2556"W
33.05'
L129
N00°25'56"E
33.24'
L130
N89° 19'45"W
17.74'
L131
S89° 1945"E
18.26'
L132
S00°06'47"W
12.00'
L133
S89°53' 13"E
20.00'
L134
S89°56'00"E
30.02'
L135
N00° 18'25"E
5.00'
L136
S89°41'35"E
74.00'
L137
SO4°39'58"E
93.67'
L138
SO4°39'58"E
92.54'
SHEET 8 OF 9
2433705_PLAT.dw
HEARTHSTONE PHASE 1
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAME I I E MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND LAND USE APPROVAL
711-23-000216-PLNG-MD, 711-23-000217-PLNG-SUB &
711-25-000184-PLNG-MC
JANUARY 2026
DESCHUTESCOUNTY SURVEYOR
FILED oz os adze gY � s
N
c"
co
UPC Z1sss
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD,
Cl
10.65'
38.00'
16°03'27"
S08°
35'
.23"W
10.61'
C2
68.75'
48.00'
82°03'45"
S24°
24'
46"E
63.02'
C3
105.40'
1040.00'
5°48'24"
S87°
24'
13"W
105.36'
C4
80.46'
2290.00'
2°00'47"
S87°
48'
02"W
80.45'
C5
77.02'
760.00'
5°48'24"
N87°
24'
13"E
76.99'
C6
24.90'
2030.00'
0°42' 10"
S01 °
50'
04"W
24.90'
C7
36.07'
2430.00'
0°51'01 "
NO2"
46'
51 "W
36.07'
C8
20.42'
13.00'
90°00'00"
S46°
04'
41 "W
18.38'
C9
76.27'
1020.00'
4° 17'03"
N88°
56'
10"E
76.25'
C10
105.94'
1970.00'
3°04'53"
S03°
01'
25"W
105.93'
C 11
57.09'
2370.00'
1 °22'49"
N00°
01'
09"W
57.09'
C 12
20.42'
13.00'
90°00'00"
N45°
06'
47"E
18.38'
C 13
20.42'
13.00'
90°00'00"
S45°
06'
47"W
18.38'
C 14
5.92'
265.00'
1 ° 16'49"
N80°
38'
45"E
5.92'
C 15
19.12'
2030.00'
0°32'22"
N01 °
42'
34"W
19.12'
C16
288.44'
205.00'
80°36'55"
S40°
58'
42"W
265.23'
C17
61.65'
220.00'
16°03'21 "
N07°
54'
54"W
61.45'
C18
121.1 1'
1970.00'
3°31'20"
NO2°
48'
11 "E
121.09'
C 19
109.17'
2030.00'
3°04'53"
S03°
01'
25"W
109.16'
C20
55.1 1 '
1970.00'
1 °36' 10"
N01 °
50'
35"E
55.1 1 '
C21
50.08'
1970.00'
1 °27'24"
NO3°
22'
22"E
50.08'
C22
34.21 '
2030.00'
0°57'56"
SO4°
04'
53"W
34.21 '
C23
50.06'
2030.00'
1 °24'47"
S02°
53'
32"W
50.06'
C24
125.57'
2030.00'
3°32'39"
NO2°
47'
32"E
125.55'
C25
87.77'
1030.00'
4°52'57"
N87°
46'
30"E
87.74'
C26
30.59'
2030.00'
0*51'48"
N04°
07'
57"E
30.59'
C27
30.00'
2030.00'
0°50'48"
NO3°
16'
39"E
30.00'
C28
30.00'
2030.00'
0°50'48"
NO2°
25'
51 "E
30.00'
C29
34.98'
2030.00'
0°59' 15"
N01 °
30'
49"E
34.98'
C30
86.80'
1000.00'
4°58'23"
N87°
49'
14"E
86.77'
C31
79.59'
50.00'
91 ° 1 1 ' 58"
N 49°
03'
59 "W
71.45'
C32
173.31 '
2400.00'
4°08' 15"
N01 °
23'
52"W
173.27'
C33
105.24'
2400.00'
2°30'45"
N020
12'
37"W
105.23'
C34
68.07'
2400.00'
1 °37'30"
N00°
08'
30"W
68.07'
C35
80.81'
2300.00'
2°00'47"
S87°
48'
02"W
80.80'
C36
75.52'
1010.00'
4° 17'03"
N88°
56'
10"E
75.50'
C37
45.12'
450.00'
51*44'39"
N01 °
47'
38"W
45.10'
C38
0.77'
440.00'
0°05'59"
N01'
01'
42"E
0.77'
C39
43.35'
440.00'
5°38'40"
N01 °
.50'
38"W
43.33'
C40
46.12'
460.00'
5°4439"
N01 °
47'
38"W
46.10'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD
C41
20.42'
13.00'
90°00'00"
S43°
55'
19"E
18.38'
C42
74.77'
1000.00'
4° 17'03"
N88°
56'
10"E
74.75'
C43
81.16'
2310.00'
2°00'47"
S87°
48'
02"W
81.15'
C44
29.32'
1000.00'
1°40'49"
S89°
45'
43"E
29.32'
C45
30.05'
1000.00'
1 °43' 18"
N88°
32'
14"E
30.05'
C46
15.40'
1000.00'
0°52'56"
N87°
14'
077E
15.40'
C47
24.66'
2310.00'
0°36'42"
S87°
06'
00"W
24.66'
C48
30.03'
2310.00'
0°44'41 "
S87°
46'
41 "W
30.03'
C49
26.47'
2310.00'
0°39'24"
S88°
28'
44"W
26.47'
C50
171.14'
2370.00'
4°08' 15"
N01 °
23'
52"W
171.11 '
C51
20.00'
2370.00'
0°29'01 "
N00°
57'
04"W
20.00'
C52
94.05'
2370.00'
2° 16'25"
NO2°
19'
47"W
94.04'
C53
31.83'
20.00'
91 ° 1 1 '58"
N49°
03'
59 "W
28.58'
C54
177.23'
2430.00'
4" 10'43"
N01 °
25'
07"W
177.19'
C55
36.04'
2430.00'
0°50'59"
N01 °
55'
51 "W
36.04'
C56.
44.11'
440.00'
5°44'39"
N01°
47'
38"W
44.09'
C57
13.82'
34.00'
23° 17'29"
S08°
08'
16"W
13.73'
C58
124.97'
52.00'
137°41'54"
N49°
03'
57"W
96.99'
C59
13.80'
34.00'
23° 14'56"
N73°
42'
34"E
13.70'
C60
9.91 '
52.00'
10*55'29"
N 14°
19'
16"E
9.90'
C61
30.43
52.00'
33°31'54"
N07°
54'
26"W
30.00'
C62
25.25'
52.00'
27°49'07"
N38°
34'
56"W
25.00'
C63
29.10'
52.00'
32°03'59"
N68°
31'
29"W
28.72'
C64
34.13'
52.00'
37°36' 18"
S80°
53'
15"W
33.52'
C65
82.23'
970.00'
4°51'26"
N87°
45'
45"E
82.21'
C66
25.0 1'
970.00'
1 °28'38"
N86°
04'
21 "E
25.01 '
C67
42.22'
970.00'
2°29'38"
N88`
03'
29"E
42.22'
C68
15.00'
970.00'
0°53' 10"
N89°
44'
53"E
15.00'
C69
85.13'
840.00'
5°48'24"
N87°
24'
13"E
85.10'
C70
15.92'
1970.00'
0°27'47"
N04°
19'
58"E
15.92'
C71
1 12.77'
1960.00'
3° 17'47"
NO2°
54'
57"E
1 12.75'
C72
85.04'
2040.00'
2°23' 19"
S03°
22'
12"W
85.04'
C73
20.40'
2040.00'
0°34'22"
N04°
16'
40"E
20.40'
C74
71.31'
2040.00'
2*00'10"
NO2°
17'
49"E
71.30'
C75
78.78'
1040.00'
4°20'25"
N870
30'
15"E
78.77'
C76
15.92'
10.00'
91 ° 1.1'49"
N49°
04'
03"W
14.29'
C77
170.89'
2365.00'
4°08'24"
N01 °
23'
57"W
170.85'
C78
153.76'
2440.00'
3°36'38"
S01 °
08'
04"E
153.74'
C79
2.19'
2440.00'
0°03'05"
NO3°
28'
56" W
2.19'
C80
9.76'
24.00'
23° 17'29"
S08°
08'
16"W
9.69'
HEARTHSTONE PHASE 1
LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND LAND USE APPROVAL 711-23-000216-PLNG-MD,
711-23-000217-PLNG-SUB & 711-25-000184-PLNG-MC
JAN UARY 2026
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD
C81
149.00'
62.00'
137°41 '54"
N49°
03'
57"W
1 15.65'
C82
9.74'
24.00'
23° 14'56"
N73°
42'
34"E
9.67'
C83
59.64'
960.00'
3°33'35"
N87°
06'
50"E
59.64'
C84
78.80'
850.00'
5° 18'43"
N87°
09'
22"E
78.78'
C85
2.68'
52.00'
2°57' 19"
S637
33'
45"W
2.68'
C86
6.09'
52.00'
6°42' 18"
N87°
54'
37"W
6.08'
C87
35.98'
52.00'
39°38'52"
S69°
05'
52"E
35.27'
C88
1 13.08'
1997.00'
3° 14'39"
N89°
27'
22"E
1 13.06'
C89
58.82'
1 188.00'
2°50' 13"
S89°
15'
09"W
58.82'
C90
15.52'
48.00'
18°31 ' 12"
N80°
35'
24"W
15.45'
C91
16.81 '
52.00'
18031 ' 12"
S80°
35'
24"E
16.74'
C92
9.05'
28.00'
18'31 ' 12"
S80°
35'
24"E
9.01 '
C93
35.07'
28.00'
71°45'44"
S35°
26'
56"E
32.82'
C94
43.82'
28.00'
89°3946"
N45°
15'
49"E
39.48'
C95
47.83'
1212.00'
2° 15'40"
S88°
57'
52"W
47.83'
C96
1 1 1.72'
1973.00'
3° 14'39"
N89°
27'
22"E
1 1 1.70'
C97
8.69'
28.00'
17°47'08"
S80°
01'
45"E
8.66'
C98
76.52'
755.00'
5°48'24"
N87°
24'
13"E
76.48'
C99
105.47'
1045.00'
5°46'58"
S87°
24'
56"W
105.43'
C 100
92.32'
2430.00'
2° 10'37"
N00°
25'
03"W
92.32'
C 101
12.80'
2430.00'
0° 18'07"
NO3°
21 '
25"W
12.80'
C102
81.08'
800.00'
5°48'24"
N87°
24'
13"E
81.04'
C 103
101.35'
1000.00'
5°48'24"
S87°
24'
13"W
101.30'
C104
77.88'
370.00'
12°03'36"
N05°
28'
08"W
77.74'
C105
105.41'
1960.00'
3°04'53"
S03°
01'
25"W
105.39'
Cl 06
107.56'
2000.00'
3°04'53"
S03°
01'
25"W
107.54'
C 107
10.00'
2370.00'
0° 14'30"
N01 °
04'
19"W
10.00'
C108
10.00'
2370.00'
0°14'30"
N00°
49'
49"W
10.00'
C 109
5.00'
970.00'
0° 17'43"
N89°
09'
26"E
5.00'
DESCHUTES COUNTY SURVEYOR
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