HomeMy WebLinkAboutSurvey 21637TITLE ENCUMBRANCES AND NOTES:
THIS PLAT IS SUBJECT TO THE "CONDOMINIUM DECLARATION FOR
ROOTED AT 19TH
CONDOMINIUM RECORDED IN INSTRUMENT NO. Da�� '0 JSJ, DESCHUTES COUNTY
OFFICIAL RECORDS AND THOSE ENCUMBRANCES AS DISCLOSED IN WESTERN TITLE &
ESCROW PUBLIC RECORD REPORT FOR NEW SUBDIVISION OR LAND PARTITION ORDER NO.:
WT0266063.
4. REGULATIONS, INCLUDING LEVIES, LIENS, ASSESSMENTS, WATER AND IRRIGATION
RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF THE CENTRAL OREGON
IRRIGATION DISTRICT.
NO DITCHES OR CANALS WERE OBSERVED.
5. THE EXISTENCE OF ROADS, RAILROADS, IRRIGATION DITCHES AND CANALS, TELEPHONE,
TELEGRAPH AND POWER TRANSMISSION FACILITIES.
NONE OF THE AFOREMENTIONED IMPROVEMENTS WERE OBSERVED.
9. STATE OF OREGON HOUSING AND COMMUNITY SERVICES DEPARTMENT LAND
ACQUISITION PROGRAM REGULATORY AGREEMENT AND DECLARATION OF LAND —USE
RESTRICTIVE COVENANTS.
RECORDING DATE: JANUARY 25, 2024
RECORDING NO.: 2024-01951
10. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW.
AMOUNT: $6,829,427.00
BENEFICIARY: WASHINGTON TRUST BANK
RECORDING DATE: SEPTEMBER 18, 2024
RECORDING NO.: 2024-24327
11. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW.
AMOUNT: $1,799,996.00
BENEFICIARY: HOUSING AND COMMUNITY SERVICES DEPARTMENT
RECORDING DATE: SEPTEMBER 18, 2024
RECORDING NO.: 2024-24342
15. UNDERGROUND POWER RIGHT OF WAY EASEMENT GRANTED TO PACIFICORP.
RECORDING DATE: DECEMBER 9, 2024
RECORDING NO.: 2024-32051
10.00' WIDE EASEMENT AS SHOWN HEREON, BASED ON AS—BUILT/DESIGNED
LOCATION. EASEMENT EXHIBIT NOT RETRACEABLE AND DOESN'T REFLECT THE
AS—BUILT/DESIGNED LOCATION.
ASSESSOR'S CERTIFICATE:
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER
CHARGES, REQUIRED BY LAW TO BE PLACED ON THE 202_-202_ TAX ROLLS,
WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THIS PLAT DURING THIS TAX YEAR
BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO
ME.
erA L
DESCHUTES OUNTY/ASSESS64 D TE
HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
�- 10
�u�1 zs
DESCHUT& COUNTY TAX COLLECTOR DATE
APPROVALS:
THE PLAT OF "ROOTED AT 19TH CONDOMINIUM" HAS BEEN EXAMINED AND APPROVED BY:
ROOTED AT 19TH CONDOMINIUM
1 0
Deschutes County Official Records
Steve Dennison, County Clerk 2025-30555
PARCEL 2 AND A PORTION OF PARCEL 1, MINOR LAND PARTITION MP-80-93
LOCATED IN THE SOUTHEAST 1{4 OF THE SOUTHEAST 1/4 OF SECTION 8,
01579638202500305550050057
TOWNSHIP 15 SOUTH RANGE 13 EAST WILLAMETTE MERIDIAN
� � ,
C-PLAT Cnt=1 Pgs=S stn=6 11{0612025 01.3$ Piitl
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
$50-00$11.00$61.00$10.00$10.00 $142.00
SURVEYOR'S CERTIFICATE:
NARRATIVE:
I, BRAD R. RHOADES, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY
THE PURPOSE OF THIS SURVEY IS TO CREATE A CONDOMINIUM PLAT ON THAT TRACT OF LAND DESCRIBED IN
SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE CORRECTLY SURVEYED AND
THAT STATUTORY WARRANTY DEED RECORDED JANUARY 25, 2024, INSTRUMENT NO. 2024-01949, DESHCUTES
MARKED WITH PROPER MONUMENTS THE LAND SHOWN ON THIS CONDOMINIUM PLAT, THE FOLLOWING IS A TRUE
COUNTY OFFICIAL RECORDS, EXCEPTING THAT PORTION AS DEDICATED PER RIGHT-OF-WAY DEDICATION DEED,
AND CORRECT DESCRIPTION OF THE PROPERTY PLATTED:
RECORDED MAY 5, 2025, INSTRUMENT NO. 2025-11284, DESCHUTES COUNTY OFFICIAL RECORDS.
COMMENCING AT THE SOUTHEAST CORNER OF LOT 2, PHASE 1 OF CEDAR VILLAGE PHASES 1, 2, AND 3; THENCE
THE TRACT A BOUNDARY WAS DETERMINED BY OUR CLIENT.
NORTH 89.41'52" WEST, 10.00 FEET TO THE INITIAL POINT, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW
"S&F
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 8, ALSO BEING THE CENTERLINE OF NW 19TH
PLASTIC CAP STAMPED LANDS" AND BEING ON THE WEST RIGHT-OF-WAY LINE OF NW 19TH STREET AS
STREET, WAS CALCULATED BY HOLDING THE SOUTHEAST CORNER OF SAID SECTION 8, FOUND MONUMENT
DEDICATED PER DEED OF DEDICATION RECORDED AS INSTRUMENT NUMBER 2025-11284; THENCE ALONG SAID
100 AND A CALCULATED POSITION PER REFERENCE (C) FOR THE EAST QUARTER CORNER OF SAID SECTION
WEST RIGHT-OF-WAY LINE, SOUTH 00.18'08" WEST, 184.98 FEET TO THE INTERSECTION OF SAID WEST
8. THE WEST RIGHT-OF-WAY LINE OF SAID NW 19TH STREET WAS ESTABLISHED BY OFFSETTING SAID EAST
RIGHT-OF-WAY LINE AND THE NORTH LINE OF PHASE 3, SAID PLAT OF CEDAR VILLAGE PHASES 1, 2, AND 3,
"S&F
LINE AND CENTERLINE, 30.00 FEET WEST PER REFERENCE (C).
MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LANDS"; THENCE LEAVING SAID
WEST RIGHT-OF-WAY LINE ALONG SAID NORTH LINE OF PHASE 3, NORTH 89'41'08" EAST, 459.93 FEET TO EAST
CALCULATED POSITION "X" WAS ESTABLISHED BY HOLDING THE RECORD DISTANCE, PER REFERENCE (C),
LINE OF PHASE 2, SAID PLAT OF CEDAR VILLAGE PHASES 1, 2, AND 3, MARKED BY A 3/4 INCH IRON PIPE;
ALONG SAID WEST RIGHT-OF-WAY NOTED ABOVE FROM FOUND MONUMENT 103. CALCULATED POSITION "Y"
THENCE LEAVING SAID NORTH LINE, ALONG SAID EAST LINE NORTH 00.18'08" EAST, 184.88 FEET TO THE SOUTH
WAS ESTABLISHED BY HOLDING RECORD DISTANCE, PER REFERENCE (C), ALONG SAID WEST RIGHT-OF-WAY
LINE OF SAID PHASE 2, MARKED BY A 3/4 INCH IRON PIPE; THENCE LEAVING SAID EAST LINE ALONG SAID SOUTH
LINE NOTED ABOVE, FROM FOUND MONUMENT 101.
LINE OF PHASE 2 AND THE SOUTH LINE OF PHASE 1, SAID PLAT OF CEDAR VILLAGE PHASES 1, 2, AND 3, SOUTH
89`41'52" EAST, 459.93 FEET TO THE INITIAL POINT.
THE NORTH LINE OF THE PLAT BOUNDARY WAS CALCULATED BY HOLDING FOUND MONUMENT 110 AND
CALCULATED POSITION "X". THE SOUTH LINE OF THE PLAT BOUNDARY WAS CALCULATED BY HOLDING FOUND
CONTAINING 1.95 ACRES, MORE OR LESS.
MONUMENT 109 AND CALCULATED POSITION "Y".
DECLARATION:
THE WEST LINE OF THE PLAT BOUNDARY WAS HELD BETWEEN FOUND MONUMENTS 109 & 110. THE EAST
LINE OF THE PLAT BOUNDARY WAS CALCULATED BY OFFSETTING SAID EAST LINE OF THE SOUTHEAST
KNOW ALL PERSONS BY THESE PRESENTS THAT RH 19TH LLC, AN OREGON LIMITED LIABILITY COMPANY, AS
QUARTER, 40.00 FEET WEST PER DEED OF DEDICATION RECORDED AS INSTRUMENT NO. 2025-11284.
DECLARANT OF THE LANDS SHOWN ON THIS PLAT, DOES HEREBY ESTABLISH AND DECLARE THE ANNEXED MAP OF
"ROOTED AT 19TH CONDOMINIUM" AN OREGON CONDOMINIUM, TO BE A TRUE AND CORRECT MAP OF THE LAND
THE BASIS OF BEARINGS IF THE CENTRAL OREGON COORDINATE SYSTEM (COCS) DERIVED FROM GPS
DESCRIBED IN THE SURVEYOR'S CERTIFICATE, AND DOES HEREBY COMMIT SAID LAND TO THE OPERATION OF THE
T R UG 00 627 OF
T 005H0H REG0 N REVISE D
OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND DESCHUTES 13
TRANSFORMATION.
OREGON CONDOMINIUM ACT, AS PRESCRIBED BY CHAP ER 100.
STATUTES;
AND HEREBY DEDICATES A PUBLIC UTILITY EASEMENT (PUE) TO THE PUBLIC FOREVER, AS SHOWN HEREON. THE
PUBLIC UTILITY EASEMENT (PUE) SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC UTILITIES (UTILITIES)
INCLUDING BUT NOT LIMITED TO CITY WATER, SEWER AND STORM DRAINAGE UTILITIES AND GAS, ELECTRICAL, PHONE
AND COMMUNICATIONS SERVICES AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTIES FOR THE
PURPOSE OF INSTALLING, REPAIRING, TESTING, MAINTAINING, AND REPLACING THE UTILITIES AND RELATED FACILITIES.
THE PUE SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY AND UTILITIES SHALL HAVE THE EXCLUSIVE RIGHT TO
CONSTRUCT, INSTALL, MAINTAIN AND OPERATE THE UTILITIES, THEIR EQUIPMENT AND ALL RELATED FACILITIES ABOVE
AND BELOW GROUND WITHIN THE PUE INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO
REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE
PUE AT THE PROPERTY OWNER'S EXPENSE. PROPERTY OWNER MAY USE THE SURFACE OF THE PUE PROVIDED SUCH
USE DOES NOT INTERFERE WITH THE CITY'S AND UTILITIES RIGHTS CONTAINED iN THIS EASEMENT. PROPERTY OWNER
SHALL NOT PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED 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, PATHS, SIDEWALKS OR OTHER USES THAT WILL NOT AFFECT THE ABILITY OF
THE CITY OR UTILITIES TO ACCESS THE PUE. PERIMETER FENCING MAY BE PERMITTED WITH GATED ACCESS AS
APPROVED BY 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 THE PROPERTY.
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID CONDOMINIUM PLAT OF "ROOTED AT 19TH
CONDOMINIUM", HENCEFORTH TO BE SO KNOWN.
RH 19TH LLC, AN OREGON LIMITED LIABILITY COMPANY
BY: KOR COMMUNITY LAN TRUST DBA ROOTEDHOMES, AN OREGON NON-PROFIT CORPORATION
BY: E BETH WILSON, EXECUTIVE DIRECTOR DATE
L'IC
i
DESCHUTES COUNTY SURVEYOR
DATE
STATE OF _
Ss
COUNTY OF �1
ON THIS _��_ DAY OF}�_• ,
20, BEFORE ME PERSONALLY APPEARED ELIZABETH WILSON
AND ACKNOWLEDGED SAID INSTRUMENT TO
BE HER VOLUNTARY ACT AND DEED ON BEHALF OF KOR
$
COMMUNITY LAND TRUST DBA ROOTEDHOMES.
NOTARY PUBL
li 4F
PRINTED NAME:
- ►�9:;WF R
EPIG ;FIGN IAnr HEREIN
NOTARY PUBLIC—OREGON
-- „,�,�:
COMMISSION NO: l Q55� Z
WATER RIGHTS STATEMENT:
MY COMMISSION EXPIRES:- ,zmq
THERE ARE NO WATER RIGHTS APPURTENANT TO THE LANDS WITHIN THIS PLAT.
CERTIFICATE OF COMPLETION:
&F Land SiEr)
I, BRAD R. RHOADES, REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE
OF OREGON, DO HEREBY CERTIFY THAT THE FLOOR PLANS SET FORTH ON THIS
PLAT FULLY AND ACCURATELY DEPICTS THE BOUNDARIES OF THE UNITS OF THE
Your Proven Geos atial P,
p
BUILDING AND THAT CONSTRUCTION OF THE UNITS AND
BUILDINGS AS DEPICTED
ON THIS PLAT HAVE BEEN COMPLETED.
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
•
�ZaLS�
WWW.SFLANDS.COM EMAIL. INFC
BRAD R. RHOADES, PLS 91917
DATE
DATE
JOB No.
FIELD
DRA
2329404_PLAT.dw
SEPT. 16, 2025
2023-294-04
SCD
DJ
CONSENT TO DECLARATION:
KNOW ALL PERSONS BY THESE PRESENTS THAT KOR COMMUNITY LAND TRUST DBA ROOTEDHOMES, AN
OREGON NON-PROFIT CORPORATION, OWNER OF THE LANDS SHOWN ON THIS PLAT, CONSENTS TO THE
"ROOTED AT 19TH CONDOMINIUM" PLAT.
� g
/111/.2
ELIA9fTH WILSON EXECUTIVE DIRECTOR DATE
KOR COMMUNITY LAND TRUST DBA ROOTEDHOMES
CONSENT TO DECLARATION:
AN AFFIDAVIT OF CONSENT TO DECLARATION FROM WASHINGTON TRUST BANK HAS
BEEN RECORDED IN INSTRUMENT NO. 42025 30553 OF DESCHUTES COUNTY RECORDS.
CONSENT TO DECLARATION
AN AFFIDAVIT OF CONSENT TO DECLARATION FROM THE STATE OF OREGON HOUSING AND COMMUNITY
SERVICES DEPARTMENT BEEN RECORDED IN INSTRUMENT N0. 902 S ' 91O 5 5 �- OF DESCHUTES
COUNTY RECORDS.
DESCHUTES COUNTY SURVEYOR
F1
D Bit._....
SHEET INDEX:
SHEET 1 - SURVEYOR'S CERTIFICATE, DECLARATION, NARRATIVE,
APPROVALS, ACKNOWLEDGEMENT, TITLE ENCUMBRANCES
SHEET 2 - CONDOMINIUM PLAT MAP OVERVIEW
SHEETS 3-5 CONDOMINIUM UNIT DETAILS
SHEET 1 OF 5
c"
(:S 21s37
UNIT TIE LINE TABLE
Line #
Length
Direction
L101
49.31
S73°59'46"W
L102
101.52
S45° 18'31 "W
L103
23.26
N53'53'41 "E
L104
24.30
S51'02'46"E
L105
84.05
S12°36'45"E
- LOT 14
PHASE 2
LOT 17
PHASE 2
z�
oz
ooz
N O
C, J o
CC)
m ?O
LOT 18 m °D
PHASE 2 co , m
cn CO
oF' CC)
Cl (0 +�
D Oo
C7
LOT 19
PHASE 2
1 99
ROOTED AT 19TH CONDOMINIUM 8 9 CALCULATED PER REFERENCE (C)
PARCEL 2 AND A PORTION OF PARCEL 1, MINOR LAND PARTITION MP-80-93
1 r1/"ATCI'ITPI TLIC Cfl11TLJCACT 1 /d f1C T4.IC C/'►I IT4.ICA CT 1 /d /lC CC(`TT!'1AI f2
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMEITE MERIDIAN,
(S89°55' 12"E
CITY OF REDMOND, DESCHUTES COUNTY, OREGON 0 30.00')(C)
LOT 12 I- LOT 10
PHASE 2 I PHASE 1
�oz 208.66'
0
UNIT 1A UNIT 2A UNIT 2C
f843 S.F. ±843 S.F. o
±616 S.F. UNIT 2B /
±1600 S. F. /
UNIT 1 B
±837 S.F.
UNIT 8A
f 629 S.F.
UNIT 9B I
UNIT 9A ±842 S.F. UNIT 8B
±636 S.FII. ±846 S.IIF.
l� u
UNIT 10A
±633 S.F. S44'48'54"E�
20.14'
UNIT 1OB GENERAL COMMON ELEMENT
±845 S.F. ±49,215 S.F.
104 ' 1 I
(CEIID14a �IIIL,ILI�IE
LOT ► I Noon, v I
PHASE I-'-'�I� v
00
(S89'42' 15"E 469.99')(C) LOT 6 I LOT 4 - I - LOT 2 00 co 0
PHASE 1 PHASE 1 PHASE 1 O � cq I
(S89°38'23"E 470.00')(A)(B) ( I n Co Oo - cv N
S89°41'52"E 469.93' N
459.93' _ �1 CALCULATED
251.26' POSITION » X"
10.00'
INITIAL POINT I I 10.00RIGHT-OF-WAY DEDICATION
DOC. NO. 2025-1 1284
I ■
LEGEND.
60
'• NONWITHDRAWABLE
5.00' PUBLIC UTILITY EASEMENT
10.00'
VARIABLE PROPERTY
(P.U.E.) PER THIS PLAT
i
j O
TRACT „A„
S89'4353"E 115.22'
I
Ioo, oo,
— — — — — — — — — — — — —
±26,157 S.F.
23.18" 45.40' 46.64'
No
00 �' o
<Z
UNIT 12
I
W m
I
z
f 1,510 S.F.
I
°°
c0
—
J
O
a, o
I
0
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Ico co
—
0o -,
w
!
-P al co co
I00
_
0
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1
I�D00 ^
�
0
(Ao
SEE DETAIL 'A'
m
00
6
oo
O
_
I N °o
—{
o
ly
S89'43'53"E 136.00'
o CPco
—
CP
Iv
LCE
-------------S89°43'27'E
239.41'—------- --�
I
GCE
1
I o
0
S.F.
o CENTERLINE PACIFICORP
i r-
o UNDERGROUND POWER
6
EASEMENT
I M
140.00'
I
( )
INST. NO. 2024-32051
459.93'
I
10.00' �
CALCULATED
■
NOTES ■
DETAIL 'A'
ill =51
H.
a? NONWITHDRAWABLE
/ \ VARIABLE PROPERTY
TRACT "A"
/ D\X S89*43'53"E
• \
cl
2.20'
4j • RR, \
10
\\ Ai0, Flpp �\
F'A�C,,�o \
\ \ � OG,GO
\ psi
CONDO PLAT BOUNDARY
UNIT/TRACT LINE
EASEMENT, AS NOTED
EXISTING LOT LINE
RIGHT-OF-WAY
CENTERLINE
SET 5/8" X 30" REBAR WITH YELLOW PLASTIC CAP
STAMPED "S&F LAND SERVICES"
SET 1-1/8" COPPER CAP STAMPED "SF LAND SERVICES"
FOUND MONUMENT - SEE FOUND MONUMENTS TABLE
LIMITED COMMON ELEMENT
GENERAL COMMON ELEMENT
SQUARE FEET
RECORD DATA PER CITED REFERENCE
N89°41'08"W 469.93'
l� -I
1
POSITION „Y„
(N89°42'03"W 469.96')(C)
I I
o 0
30.00'
�--
1. UNIT BOUNDARIES ARE DEFINED AS FOLLOWS:
(N89'38'23"W 470.00')(A)(B)
q
(A)(C)
LOT 22 ( LOT 23
I LOT 24 + LOT 25
I LOT 26 I
LOT 27 o w o ,
I .�
EXTERIOR SIDES - A VERTICAL PLANE EXTENDING UPWARD AND DOWNWARD FROM THE
PHASE 3
( PHASE 3
I PHASE 3
I PHASE 3
I PHASE 3 I
PHASE 3 Oo --10
00 co
I
EXTERIOR FACE OF THE FOUNDATION OF THE BUILDING AND BUMPING OUT TO ACCOMMODATE
m 00
OVERHANGS AND COVERED PORCHES AND PATIOS.
CCIEIl� �IIII�I CC�IE
-oc
00 00
w
��
�' .Ln
-
BETWEEN UNITS - A VERTICAL PLANE EQUIDISTANT BETWEEN THE TWO STUD WALLS
�� ll9 �
i
SEPARATING THE UNITS.
�>
THE LOWER BOUNDARY - A HORIZONTAL PLANE SIX (6) FEET BELOW THE FINISHED SURFACE
i
OF THE FIRST FLOOR OF THE CONDOMINIUM BUILDING.
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
100
2-1/2" ALUMINUM CAP IN MONUMENT BOX MARKED "T. 15 S. R. 13 E. 8, 9, 17, 16, 1994 LS 2335"
101
5/8"
IRON
ROD,
FLUSH IN AC (C)
102
5/8"
IRON
RON
WITH YELLOW PLASTIC CAP MARKED "HWA" DOWN 0.2' (C)
103
5/8"
IRON
ROD
WITH ILLEGIBLE. YELLOW PLASTIC CAP, FLUSH IN AC (C)
104
BRASS SCREW IN
CONCRETE (C)
109
3/4"
IRON
PIPE
DOWN 0.3' (B)
110
3/4"
IRON
PIPE
DOWN 0.1' (B)
N89°47'09"E
THE UPPER BOUNDARY - A HORIZONTAL PLANE
SIX
(6) FEET ABOVE THE ROOF PEAK OF
C4
(N89°47'09"E
I THE CONDOMINIUM BUILDING.
+
30.00')(C)
30.00' �.
I 2.- ALL UNIT MEASUREMENTS ARE DERIVED FROM FIELD
OBSERVATIONS.
NW CEDAR. AVE.
3. ALL SPACE OUTSIDE OF UNIT BOUNDARIES ARE
GENERAL COMMON ELEMENTS (GCE), UNLESS
v
MM o o
OTHERWISE NOTED HEREON, OR ADDRESSED IN
THE
DECLARATION.
- o
— —
�COo�
4. ALL UNIT TIES SHOWN HEREON ARE MEASURED
TO
PROPERTY CORNERS AS SHOWN.
C 0 co
,
SURVEY REFERENCES:
(A) STATUTORY WARRANTY DEED, INSTRUMENT
NO.
2024-001949
ELEVATIONS BASED ON COGRID MARK 15130900, ---_�8 19 100 (B) LOT LINE ADJUSTMENT FILED AS CS00987
DESCHUTES COUNTY SURVEYOR HAVING A PUBLISHED ELEVATION OF 2986.11 (NGVD29)
1 7 1 6 (C) CEDAR VILLAGE, PHASES 1, 2, AND 3 FILED AS CS14305 SHEET 2 OF 5
FILED r o �5 �1f:
SURVEY FOR:
HOMES REGISTERED
40' 0 20' 40' 80'&F PROFESSIONAL
Land Services LAND SURVEYOR
6� Your Proven Geospatial Partner
SCALE: 1"=40' cans KI\A/ rADI OM ovF ci IlTr_7 -4 SE1 /4 OF THE SE1 /4 SEC. 8 '
N
J
C"
v
CS 21s37-
2329404-PLAT.dw
ROOTED AT 19TH CONDOMINIUM
PARCEL 2 AND A PORTION OF PARCEL 1, MINOR LAND PARTITION MP-80-93
CEDAR LOCATED IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 8,
IpTpZl7 19 179TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
1 10 208.66'
UNIT BOUNDARY LINE
LCE PATIO 2A LCE PATIO 2 C
GCE L20 L24 L25
L22
L17 L18 L19 S89'42'35"E 96.84 r - DT L26 L27 L28
S89'38'03"E 21.53' L1
38.99' 18.90' 38.96'
L2 I L21
LCE PATIO
�- LCE PATIO oz o 2 B oo, o
r cwl 1A oW Wo 0
Cn ( C,d N N �
o L4_I CI UNIT 2A o o UNIT 2C N
6 ±843 S.F.
- � - rn f843 S.F. .N
LCE PATIO I L15 ry ci N a N
1A00
UNIT 1A �' N
a�
O N
I; P ±616 S.F. �! C° o
� N
L13 W L39 S45'25'57"W 2.33' N46°03' 1 1 "W 1.94' L29
fcn
z LCE PATIO r N89'41'25"W 37.24' z UNIT 2B N89'35'S0"W 37.56' (Al W
0 1 B �) I� o f 600 S.F. o
N-----J r I oo o0 0 �' - ----I o
- - - - - L8 L37 I cn oo it L31
(� L6 vI I °o �; N
L12 `'' LCE PATIO �' W LCE PATIO 2C
�m S89'50'57"E 20.24' 18.32' LCE PATIO -- m
2Ao :S89-550'25"E
46''46"E 1 93 2B L34 N89°48'43"W 21 93'
00 L33
r _ to
O
0
LCE PATIO L1 o N
1 B o UNIT BOUNDARY LINE
N m
W N
UNIT 1 B
r ±837 S.F. �n
co
GCE --.,/
N89'48'12"W 40.17'
LCE PATIO 8A L58 9 _L6o LCE PATIO 8 B
r� L57 �� � �f ( r
55 �rn Y o
L S89'46 28 E 49.15 j L62
28.78' 20.37'
LCE PATIO 9A
LCE PATIO 9B z o
L42 L44 L45 o UNIT BOUNDARY LINE
r-----1 r---- - r o W
w S89'46'23"E 59.44' I rn L47 U!
o
z 20.48' 38.9 6' N UNIT 8A
0 o z�-L40 rri f 629 S.F.
N Q N p
Z CIO
I W
P oo q o cc° C0 0
m o o UNIT BOUNDARY LINE
rr � o �' L70 S45' 12'52"W 2.20'coli
°° _ oz o UNIT 9B '
o °D 0 f842 Stlj.F. N89'46 35 W 27.17
0 0 -Pb,r r
W 0 °I
W m o L6s z UNIT 8B
W UNIT 9A N44'4839"W 2.33' LCE PATIO 0
f846 S.F.
o ±636 S.F. 8A o
�'- N89.46'54"W 37.24' o
- LCE PATIO 9A I v' L50 ( LCE PATIO 8 B I( L66
S00° 15'51 "W 8.60' r - L48 h' co
[Q
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N I LCE PATIO I
L531 9B GCE ( L64
N89'40'02"W 22.21' L54 L63 N89'53'26"W 21.83'
SEE SHEET 4 OF 5
109
DESCHUTES COUNTY SURVEYOR io. o s' 10, 20
FILE� nA7/2026-
SCALE: 1" = 10'
LCE LINE TABLE
LCE LINE TABLE
Line #
Length
Direction
Line #
Length
Direction
L1
0.56
S00'09'36"W
L1 1
8.00
S00'23'41 "W
L2
4.69
S89'41'53"W
L12
2.91
N89'36'19"W
L3
9.45
N00°18'07"W
L13
2.91
S89'36'19"E
L4
4.77
N89'41 '53"E
L14
8.00
S00'23'41 "W
L5
2.97
So0'00'00"E
L15
2.90
N89'36'19"W
L6
9.50
N90'00'00"W
L16
11.79
S00'22'43"W
L7
2.99
N00'00'o0"E
L17
24.20
S89'42'35"E
L8
0.61
N89'50'25"W
L18
1.96
S00°17'25"W
L9
11.90
N0o'22'43"E
L19
8.80
N89'42'35"W
L10
2.91
S89'36'19"E
L20
1.96
N00°17'25"E
LCE LINE TABLE
LCE LINE TABLE
Line #
Length
Direction
Line #
Length
Direction
L21
10.36
S89'42'35"E
L46
2.84
S0o'00'00"E
L22
1.80
S00' 17'25"W
L47
23.87
N89°46'23"W
L23
7.89
N89'42'35"W
L48
0.65
N89'46'54"W
L24
1.80
N00' 17'25"E
L49
2.77
N00'00'0o"E
L25
1.96
S00' 17'25"W
L50
7.85
N90'00'00"E
L26
8.80
N89'42'35"W
L51
2.80
S00'00'00"E
L27
1.96
N00' 17'25"E
L52
8.02
N0o'00'00"E
L28
24.29
N89°42'35"W
L53
2.73
N90'00'00"E
L29
0.63
N89'35'50"W
L54
0.57
N00' 15'51 "E
L30
2.79
S00'00'00"E
L55
11.70
S89'46'28"E
L31
9.45
N90'00'00"W
L56
3.05
S00'00'o0"E
L32
2.86
N00'00'00"E
L57
8.30
N90°00'00"W
L33
0.75
N00' 1835"E
L58
3.08
N00'00'00"E
L34
4.31
N90'00'00"W
L59
3.02
N00'00'00"E
L35
7.85
N00'00'00"E
L60
8.30
N90'00'00"E
L36
3.33
S00'00'00"E
L61
3.05
S00'0o'o0isE
L37
9.45
N90'00'00"W
L62
11.73
N89'46'28"W
L38
3.38
N00'0o'00"E
L63
0.36
N00'20'20"E
L39
0.67
S89'41'25"E
L64
2.87
N90°00'00"E
L40
1.94
S89'46'23"E
L65
7.80
S00'00'00"E
L41
2.80
N00'00'00"E
L66
2.91
N90'00'00"W
L42
8.50
S89'46'23"E
L67
2.64
S00'00'00"E
L43
2.80
Soo' 13'37"W
L68
7.65
N90'00'00"W
L44
2.80
N00'00'00"E
L69
2.67
N00'0o'00"E
L45
9.50
N90'00'00"E
L70
0.78
S89'46'35"E
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SHEET 3 OF 5
2329404_PLAT.d
ROOTED AT 19TH CONDOMINIUM
PARCEL 2 AND A PORTION OF PARCEL 1, MINOR LAND PARTITION MP-80-93
NONWITHDRAWABLE
LOCATED IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
8,
VARIABLE PROPERTY
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAME TE MERIDIAN,
TRACT "A"
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
S89°43'53"E
115.22'
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23.18' 1 L97 -
45.40'
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10' 0 5' 10' 20' �' L95--------
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..SCALE: 1" = 10'-------------
1 10 1 L87
SEE SHEET 3 OF 5
L79 LCE PARKING00
s89.42'49"E 22.07' - LCE PATIO 10A N 12
00
L80
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L821
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UNIT 10A w
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L74� m S89°38'24"E 20.47' S89.38'00"E 18.13'
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L72
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10B w ±845 S.F. m
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/ N89°43'04"W 40.33'
109
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OUNTY SURVEY20R
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LCE LINE TABLE
Line #
Length
Direction
L71
11.56
N00.17'50"E
L72
2.70
S89.42' 10"E
L73
8.60
S00' 17'50"W
L74
2.70
N89°42' 10"W
L75
2.70
S89.42' 10"E
L76
8.00
S00° 17'50"W
L77
2.70
N89'42' 10"W
L78
11.98
S00.17'50"W
L79
0.61
S00.18'03"W
LCE LINE TABLE
Line #
Length
Direction
L80
2.63
N90°00'00"W
L81
7.65
N00'00'00"E
L82
2.67
N90.00'00"E
L83
3.79
S00'00'00"E
L84
8.08
N90.00'00"W
L85
3.84
N00.00'00"E
L86
0.47
N89.38'00"W
L87
23.34
N89"43'53"W
L88
26.62
N00` 16'07"E
SURVEY FOR
PMAZ= 19 Z AMD 3S&F Land Proven Geospatial Partner
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46.64'
GCE
LCE LINE TABLE
Line #
Length
Direction
L89
23.34
S89°43'53"E
L90
1.61
N00' 16'07"E
L91
3.00
S89.43'53"E
L92
11.34
S00.09'54"W
L93
3.15
S89.50'07"E
L94
23.61
S00'20' 18"W
L95
54.39
S89.59'43"W
L96
35.21
N00°01'41 "E
L97
3.00
N89.43'53"W
00
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N
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w
CS 2 16 3 7 e
2329404_PLAT.dw
ELEVATION: 3004.17'
6.00'
ROOF PEAK: 2998.17'
24.56'
UNIT 1A UNIT 113
FINISHED FIRST FLOOR: 2973.61'
6.00'
ELEVATION: 2967.61'
NORTH ELEVATION
ELEVATION: 3006.86'
6.00'
ROOF PEAK: 3000.86'
26.43'
UNIT 8A UNIT 813
FINISHED FIRST FLOOR: 2974.43'
I 6.00'
1
ELEVATION: 2968.43'
NORTH ELEVATION
ELEVATION: 3002.35'
I
6. o'
I R00F PEAK- 2996.35'
21.03'
16. o'
I ELEVATION: 2969.32' I
L--- --- --- --- --- ---J
NORTH ELEVATION
ROOTED AT 19TH CONDOMINIUM
PARCEL 2 AND A PORTION OF PARCEL 1, MINOR LAND PARTITION MP-80-93
LOCATED IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 8,
TOWNSHIP 15 SOUTH, RANGE 13 EAST,WILLAMETfE MERIDIAN,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
ELEVATION: 3007.68'
ELEVATION: 3004.76'
6.00' r--------------------------
ROOF PEAK: 3001.68
6.00'
ROOF PEAK: 2998.76'
26.62'
23.50'
UNIT 9A UNIT 913
FINISHED FIRST FLOOR: 2975.06'
ELEVATION: 2969.06'
(
UNIT UNIT
10A FINISHED FIRST FLOOR: 2975.26'
10B
I 6.00'
I
ELEVATION: 2969.26'----------
6.00'
�- -------------------- -J-----------
NORTH ELEVATION
NORTH ELEVATION
ELEVATION: 3006.17'
6.00'
ROOF PEAK: 3000.17'
26.72'
UNIT 2A
UNIT 26
UNIT 2C
FINISHED FIRST FLOOR: 2973.45'
6.60'
ELEVATION: 2967.45'
NORTH ELEVATION
VERTICAL DATUM:
ELEVATIONS BASED ON COGRID MARK 15130900, HAVING A PUBLISHED ELEVATION OF 2986.11 (NGVD29)
DESCHUTES COUNTY SURVEYOR
FILED lgaz Ag L--- By.!.
SHEET 5 OF 5
CS z1637.
2329404_PLAT.dw