HomeMy WebLinkAboutSurvey 20677APPROVALS:
PARTITION PLAT HAS BEEN EXAM
INED AND APPROVED.
APPROVED THIS DAY OF Dece m , 2021
BY: _V
_;��
CITY OF REDMOND PUBLIC WORKS DIRECTOR
APPROVED THIS DAY OF e- C e M er , 2021
BY:,
CITY OF REDNAOND MANAGER
APPROVED THIS DAY OF ,( ex_ °LM �Cf` , 2021
BY: \a --
DEPUTY CITY OF REDMOND MANAGER
SIGNATURE BY THE CITY OF REDMOND CONSTITUTES ACCEPTANCE
BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC
**************************************************************
APPROVED THIS S DAY OF D '2021
BY: 4� "1
CENTRAL OREGON IRRIGATION DISTRICT
APPROYED^HIS DAY OF doV� Ij5rg , 2021
BY:
DEC LITE COUNTY SURVEYOR
I HERE Y {FY THAT ALL TAXES HAVE BEEN PAID
��AS OF
APPROVED THIS �. DAY OF e&_hJ L_r , 2021
BY:
DESCHUTES COUNTY TAX COLLECTo
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND
SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS
REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2021-2022
TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A
LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
APPROVED THIS 3 r U' DAY OF , 2021
BY:
DESCHUTES COUNTY ASSESSOR
APPROVED THIS 3 DAY OF G�- , 2022
BY: /iL,;; �;0�0.,
DESCHUTES COUNTY COMMISSIONER
NOTES AND RESTRICTIONS:
1) THIS PLAT IS SUBJECT TO CITY OF REDMOND PLANNING FILE NUMBERS
711-21-000110-PLNG.
2) NO WATER RIGHTS ARE APPURTENANT TO THIS PROPERTY.
3) AN EASEMENT FOR THE BENEFIT OF THE UNITED STATES OF AMERICA,
DOCUMENT 1952-1000048, FOR THE PURPOSE OF ERECTING AND
MAINTAINING POWER TRANSMISSION LINES AND APPURTENANCES,
LIES WEST OF THE PROPERTY.
4) AN EASEMENT FOR THE BENEFIT OF PACIFIC TELEPHONE AND
TELEGRAPH COMPANY, DOCUMENT 1923-3500034, AFFECT THE
PROPERTY. THE POLES MENTIONED IN SAID EASEMENT FALL WITHIN
THE DEDICATED RIGHT OF WAY OF SW CANAL BOULEVARD.
5) THE CENTRAL OREGON IRRIGATION DISTRICT SHALL HAVE THE RIGHT
TO INSTALL, PIPE, MAINTAIN AND OPERATE ITS IRRIGATION SYSTEM
ABOVE AND BELOW GROUND AND ALL OTHER RELATED FACILITIES
WITHIN THE CANAL IRRIGATION EASEMENT. THIS INCLUDES THE
RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE
THE REMOVAL OF ANY OBSTRUCTIONS THAT MAY BE PLACED WITHIN
THE CANAL EASEMENT AT THE LOT OWNER'S EXPENSE. AT NO TIME
MAY PERMANENT STRUCTURES BE PLACED WITHIN THE CANAL
EASEMENT, NOR MAY ANY OTHER OBSTRUCTION BY PLACED WITHIN
THE EASEMENT WHICH INTERFERES WITH THE USE OF THE CANAL
EASEMENT WITHOUT PRIOR WRITTEN APPROVAL OF THE CENTRAL
OREGON IRRIGATION DISTRICT.
PARTITIONPLAT D� �
LOCATED IN THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 29,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND FILE NUMBER 711-21-000110-PLNG
DECLARATION AND DEDICATION:
KNOW ALL PEOPLE BY THESE PRESENTS THAT TWEEDFAM INVESTMENTS,LLC, AS TO AN UNDIVIDED 56% INTEREST, IS THE OWNER OF THE LAND DESCRIBED IN
THE SURVEYOR'S CERTIFICATE AND AS SHOWN ON THE MAP, AND THAT THE DECLARANTS HAVE CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO
PARCELS IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92, AND HEREBY DEDICATE ALL PUBLIC UTILITY EASEMENTS AND PUBLIC SLOPE EASEMENTS
AS SHOWN AND DEDICATE ALL STREET RIGHT OF WAYS TO THE PUBLIC FOREVER.
PUBLIC UTILITY EASEMENT (PUE); THE PUE SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC 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
AFFECTED 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 THIS EASEMENT. PROPERTY OWNERS 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.
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. CITY AND UTILITIES SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE
UTILITIES AND RELATED FACILITIES LOCATED WITHIN THE PUE. PROPERTY OWNERS SHALL BE RESPONSIBLE FOR LANDSCAPE AND SURFACE MAINTENANCE
WITHIN THE PUE. CITY AND UTILITIES USE OF THE PUE SHALL NOT UNREASONABLY INTERFERE WITH OWNER'S USE OF ITS PROPERTY.
PUBLIC SLOPE EASEMENT (SLOPE); THE EASEMENT SHALL BE USED TO CONSTRUCT AND MAINTAIN THE EARTH CUT/FILL SLOPE SUPPORTING THE ADJACENT
STREET IMPROVEMENTS AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTIES FOR THE PURPOSE OF MAINTAINING THE EARTH CUT/FILL
SLOPE AND RELATED FACILITIES. THE EASEMENT SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY SHALL HAVE THE EXCLUSIVE RIGHT TO CONSTRUCT AND
MAINTAIN THE RELATED EARTH CUT/FILL SLOPE AND ALL OTHER RELATED FACILITIES WITHIN THE EASEMENT. PROPERTY OWNERS MAY USE THE SURFACE OF
THE EASEMENT PROVIDED SUCH USE DOES NOT INTERFERE WITH THE CITY'S RIGHTS CONTAINED IN THE EASEMENT. PROPERTY OWNERS SHALL NOT PERMIT ANY
OTHER USE OR UTILITIES TO BE LOCATED IN THE EASEMENT WITHOUT THE WRITTEN CONSENT OF THE CITY. APPROVED USES WITHIN THE EASEMENT AREA SHALL
CONSIST OF, BUT ARE NOT LIMITED TO, PAVED DRIVEWAY OR PARKING AREAS, TRAILS, PATHS, LANDSCAPING OR OTHER USES THAT WILL NOT AFFECT THE
ABILITY OF THE CITY TO ACCESS THE EASEMENT AREA. PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS
INCLUDING PORCHES AND ROOF EAVES OR COMPONENTS THEREOF, OR ANY OTHER HORIZONTAL AND VERTICAL OBSTRUCTION, EXCAVATION OR ALTERATION
OF THE EARTH SLOPE. PLACEMENT OF ADDITIONAL FILL ABUTTING THE SLOPE IS ACCEPTABLE. THE EASEMENT SHALL PERPETUALLY ENCUMBER ALL AFFECTED
PROPERTIES. CITY SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EARTH CUT/FILL SLOPE AND RELATED FACILITIES SUPPORTING THE ADJACENT STREET
IMPROVEMENTS OC TED ITHIN THE EASEMENT. PROPERTY OWNERS SHALL ALSO BE RESPONSIBLE FOR LANDSCAPE AND SURFACE MAINTENANCE WITHIN THE
EASEMENT.
• t-klv.
DATE
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(PRINTED NAME AND TITLE) TWEEDFAM INVESTMENTS,LLC
ACKNOWLEDGEMENT
STATE OF OREGON )
) SS
COUNTY OF DESCHUTES )
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON
dove" 0-e 2021,
/<ev(;L SQ �� , A4e"Qwoo
(PRINTED N E AND ITLE) TWEEDFAM INVESTMENTS,LLC
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NOTARY PUBLIC SIGNATUR
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NOTARY PUBLIC (PRINT AME)
COMMISSION NO. 94 z zfgo
MY COMMISSION EXPIRES &_Aoyer F, 20 7-3
CONSENT TOIDECLARATION:
EAO MEN.T�S AL RS
NSTKICTIONS DESCRIBHESE ED THAT
THE FOREGOING DECLARATION.AN UNDIVIDED 44%INTEREST, CONSENTS TO THE LAND DIVISION,
(PRINTED NAME AND TITLE) 143 INVESTMENTS LLC
ACKNOWLEDGEMENT:
STATE OF OREGON )
) SS
COUNTY OF DESCHUTES )
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON
NDowswk-be r t e , 2021.
Kenl►n Fptrlccr. IM&^%hc.r
(PRINTEAA.1
ME AND TITLE) 143 INVESTMENTS LLC
K
NOTARY PUBLIC SIGN RE
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NOTARY PUBLIC (PRINT NAME)
COMMISSION NO. I Q 2 K L40
MY COMMISSION EXPIRES OL'"er 2U916
�Gv. % ill
DATE
SHEET INDEX:
NARRATIVE:
Deschutes County Official Records
Steve Dennison, County Clerk 2021-66935
01413111202100669350010013
D-PP Cnt=1 Pgs=1 Stn=2 12/03/2021 12:55 PM
$25.00 $11.00 $61.00 $10.00 $6.00 $ 1 1 3.00
THE PURPOSE OF THIS SURVEY IS TO PARTITION DOCUMENT NUMBER 2020-027087, DESCHUTES COUNTY OFFICIAL RECORDS, INTO PARCELS, STREETS AND
EASEMENTS AS SHOWN ON THIS PLAT.
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM AS MEASURED BETWEEN THE SOUTH ONE -SIXTEENTH CORNER OF SECTION 29
(#424) AND THE WEST ONE -QUARTER CORNER OF SECTION 29 (#423), BEING NORTH 00-20'26" WEST, 1324.13 FEET.
THE SOUTHERLY BOUNDARY OF THIS PARCEL IS THE CENTRAL OREGON IRRIGATION DISTRICT PILOT BUTTE CANAL LATERAL#14. VILLAGE AT RIDGEVIEW
PHASE 2 (CS20166) HELD SAID BOUNDARY TO THE MONUMENTATION SET IN CS01377. NONE OF THE MONUMENTATION FROM CS01377 WAS FOUND
ALONG THIS BOUNDARY. THE CANAL LATERAL HAS BEEN ABANDONED AND RECENT DEVELOPMENT HAS DESTROYED ANY EVIDENCE OF IT. I HELD THE
NORTHERLY BOUNDARY OF SAID CS20166 AS THE CENTERLINE OF SAID CANAL. MOST OF THE MONUMENTATION OF CS20166 HAS BEEN DISTURBED OR
DESTROYED. I FOUND TWO MONUMENTS FROM CS20166, #123 & #101, THAT WERE IN GOOD CONDITION AND FIT WITHIN REASONABLE TOLERANCES
WITH THE RECORD INFORMATION FROM SAID PLAT. I HELD THE RECORD INFORMATION TO THE MEAN DISTANCE BETWEEN THESE TWO MONUMENTS TO
ESTABLISH THE SOUTHERLY BOUNDARY BETWEEN THE WEST LINE OF SECTION 29 AND THE CENTERLINE OF THE CENTRAL OREGON IRRIGATION DISTRICT
PILOT BUTTE MAIN CANAL.
I ESTABLISHED THE SOUTHEASTERLY BOUNDARY BY HOLDING THE CENTERLINE OF THE CENTRAL OREGON IRRIGATION DISTRICT PILOT BUTTE MAIN CANAL
TO THE MIDPOINTS OF THE HIGH WATER MARKS AND CREATING A SINUOUS CURVE AND LINES THROUGH THESE LOCATIONS UP TO THE WESTERLY END OF
THE MOST EASTERLY TANGENT OF SAID CANAL. THE EAST END OF SAID TANGENT WAS HELD TO RECORD DATA FROM REPLAT OF LOTS 2-7, BLOCK 3,
SUNSHINE ADDITION (CS10034) BY EXTENDING A LINE 39.02 FEET SOUTHEASTERLY FROM THE A LINE BETWEEN MONUMENTS #100 AND #137. THIS
METHOD ALSO FIT WITH THE MIDPOINTS THROUGH THIS TANGENT SECTION. IT SHOULD BE NOTED THAT THE CANAL RIGHT OF WAY IN CS10034 STATES A
35 FOOT WIDTH WHEN IT IS ACTUALLY 37.50 FEET FROM THE CALCULATIONS.
THE EAST LINE WAS HELD TO THE WESTERLY BOUNDARY OF SAID CS10034 BY HOLDING MONUMENTS #100 AND #117.
THE NORTHERLY BOUNDARY IS CALLED OUT AS THE'OLD DALLES-CALIFORNIA HIGHWAYWHICH IS NOW THE RIGHT OF WAY OF SW CANAL BOULEVARD. I
HELD THE EASTERLY CENTERLINE CURVE DATA FROM SAID CS10033 PARALLEL WITH AND 30 FEET NORTHWESTERLY FROM MONUMENTS #117 AND #141
FROM SAID CS10034.
THE REMAINING PORTION OF THE CENTERLINE WAS HELD PER SOUTH HEIGHTS ADDITION - PLAT NO. 386 (CS09815) OF WHICH THERE IS VERY LITTLE
MONUMENTATION REMAINING THAT IS IN GOOD CONDITION. I STARTED BY HOLDING THE WESTERLY PORTION OF THE CENTERLINE PARALLEL WITH AND
40 FEET SOUTHEASTERLY FROM MONUMENTS #145 & #126. 1 THEN HELD RECORD DATA FROM SAID CS09815 FOR CURVE C16. IN ORDER TO MAINTAIN THE
POSITION OF THE PC AND PT OF THIS CURVE AND MAKE IT TANGENT, THE RADIUS WAS CHANGED FROM 3086.41 FEET TO 3819.68 FEET.
I HELD THE CENTERLINE TANGENT HEADING EAST FROM C16, BUT IN ORDER TO PRESERVE THE HORIZONTAL POSITIONS OF THE PC'S AND PT'S, I MADE IT
NON -TANGENT WHERE IT MET CURVE C11 AT ITS WESTERLY END.
THE SMALL WESTERLY PORTION OF RIGHT OF WAY ALONG THE WEST LINE OF SECTION 29 WAS HELD TO THE WEST ONE -QUARTER CORNER AND THE WEST
ONE -SIXTEENTH CORNER OF SECTION 29.
SURVEYOR'S CERTIFICATE:
I, JOHN TAYLOR HAGLUND, CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LANDS REPRESENTED ON THIS
PARTITION PLAT, BEING A PARTITION OF DOCUMENT NUMBER 2020-02708, DESCHUTES COUNTY OFFICIAL RECORDS, LOCATED IN THE NORTHWEST
ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 29, TOWNSHIP 15 SOUTH, RANGE 13 EAST OF THE WILLAMETTE MERIDIAN, CITY OF
REDMOND, DESCHUTES COUNTY, OREGON, AND THAT AT THE INITIAL POINT I SET A 5/8 INCH IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR
INC", MARKING THE INTERSECTION OF THE SOUTHERLY BOUNDARY WITH THE CENTRAL OREGON IRRIGATION'S WESTERLY RIGHT OF WAY (37.50 FEET
HALF -WIDTH) OF THE PILOT BUTTE MAIN CANAL. SAID INITIAL POINT BEARS SOUTH 80-23'34" WEST, 15.70 FEET FROM THE NORTHEAST CORNER OF LOT
13, VILLAGE AT RIDGEVIEW PHASE 2.
THE BOUNDARY OF SAID PLAT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SAID INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH AN ORANGE PLASTIC CAP MARKED "HHPR INC" MARKING A POINT ON THE
SOUTHERLY BOUNDARY AT THE INTERSECTION OF THE CENTRAL OREGON IRRIGATION DISTRICT'S WESTERLY RIGHT OF WAY OF THE PILOT BUTTE CANAL,
'1► AS MEASURED AT A DISTANCE OF 37.50 FEET FROM THE CENTERLINE OF SAID CANAL;
THENCE NORTH 80*23'34" EAST, 27.97 FEET; THENCE SOUTH 59-10'13" EAST, 15.53 FEET TO THE CENTERLINE OF THE CENTRAL OREGON IRRIGATION
DISTRICT PILOT BUTTE CANAL; THENCE ALONG THE CENTERLINE OF SAID CANAL THE FOLLOWING THREE COURSES: NORTH 30*51'05" EAST, 49.54 FEET TO
THE BEGINNING OF A CURVE RIGHT; THENCE ALONG SAID CURVE RIGHT (HAVING A RADIUS OF 300.00 FEET, A DELTA ANGLE OF 42`52'18" AND A LONG
CHORD THAT BEARS NORTH 52017'14" EAST, 219.28 FEET) 224.48 FEET; THENCE NORTH 73°43'23" EAST, 255.91 FEET; THENCE LEAVING THE CENTERLINE
OF SAID CANAL NORTH 00"11'31" WEST, 291.42 FEET TO A 5/8 INCH IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC" MARKING THE
RIGHT OF WAY OF SW CANAL BOULEVARD AND THE BEGINNING OF A NON -TANGENT CURVE RIGHT; THENCE ALONG THE RIGHT OF WAY OF CANAL
BOULEVARD THE FOLLOWING FIVE COURSES: THENCE ALONG SAID CURVE RIGHT (HAVING A RADIUS OF 984.73 FEET, A RADIUS POINT THAT BEARS NORTH
30005'39" WEST, 984.73 FEET, A DELTA ANGLE OF 04'57'45" AND A LONG CHORD THAT BEARS SOUTH 62`23'14" WEST, 85.26 FEET) 85.29 FEET TO A 5/8
INCH IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC"; THENCE SOUTH 65'14'28" WEST, 747.75 FEET TO A 5/8 INCH IRON ROD WITH AN
ORANGE PLASTIC CAP INSCRIBED "HHPR INC" AND THE BEGINNING OF A CURVE RIGHT; THENCE ALONG SAID CURVE RIGHT (HAVING A RADIUS OF
3849.68 FEET, A DELTA ANGLE OF 01-30'00" AND A LONG CHORD THAT BEARS SOUTH 65-59'28" WEST, 100.78 FEET) 100.79 FEET TO A 5/8 INCH IRON ROD
WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC"; THENCE SOUTH 66`44'28" WEST, 529.90 FEET TO A 5/8 INCH IRON ROD WITH AN ORANGE PLASTIC
CAP INSCRIBED "HHPR INC" AND A POINT ON THE WEST LINE OF SECTION 29; THENCE ALONG SAID WEST LINE SOUTH 00'20'26" EAST, 11.00 FEET TO A 5/8
INCH IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC"; THENCE LEAVING SAID WEST LINE NORTH 89"31'23" EAST, 25.48 FEET; THENCE
LEAVING SAID RIGHT OF WAY NORTH 89033'22" EAST, 12.00 FEET TO A 5/8" IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "BECON" AND THE
BEGINNING OF A CURVE RIGHT; THENCE ALONG SAID CURVE RIGHT (HAVING A RADIUS OF 650.00 FEET, A RADIUS POINT THAT BEARS SOUTH 00*35'23"
EAST 650.00 FEET, A DELTA ANGLE OF 10049'10" AND A LONG CHORD THAT BEARS SOUTH 85°10'48" EAST, 122.56 FEET) 122.74 FEET TO A 5/8" IRON ROD
WITH AN ORANGE PLASTIC CAP INSCRIBED "BECON" AND A POINT OF NON -TANGENCY; THENCE SOUTH 7903724" EAST, 106.50 FEET TO A 5/8" IRON ROD
WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC" AND A POINT OF A NON -TANGENT CURVE LEFT; THENCE ALONG SAID CURVE LEFT (HAVING A
RADIUS OF 650.00 FEET, A RADIUS POINT THAT BEARS NORTH 10`22-44" EAST 650.00 FEET, A DELTA ANGLE OF 21°28'52" AND A LONG CHORD THAT BEARS
NORTH 89038'18" EAST, 242.27 FEET) 243.69 FEET TO A 5/8" IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "HHPR INC'; THENCE NORTH 78*53'53"
EAST 276.88 FEET TO A 5/8" IRON ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "BECON'; THENCE NORTH 36`02'13" EAST 56.13 FEET TO A 5/8" IRON
ROD WITH AN ORANGE PLASTIC CAP INSCRIBED "BECON'; THENCE NORTH 80°23'34" EAST, 38.13 FEET TO THE POINT OF BEGINNING.
CONTAINING 6.97 ACRES, MORE OR LESS.
SHEET 1 APPROVALS, NARRATIVE, SURVEYORS CERTIFICATE, NOTES
AND RESTRICTIONS, DECLARATION AND DEDICATIONS,
ACKNOWLEDGEMENTS AND POS-MONUMENTATION
AFFIDAVIT.
SHEET 2 BOUNDARY, RECORD DATA, LEGEND AND EXISTING
REGISTERED
EASEMENTS.
PROFESSIONAL
LAND SURVEYOR
SHEET 3 PARCELS, ROADS, PROPOSED EASEMENTS, LEGEND AND
FOUND MONUMENT TABLES.
SHEET 4 DETAILS, SURVEY REFERENCE TABLE, LINE AND CURVE
TABLES AND LEGEND.
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
Harper
HP Houf Peterson
Righellis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404 Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
RENEWS: 6-30-2023 SHEET 1 OF 4 1TH/CLG
0 C0 � " U,f S
10/28/2021 KSP-OS
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d
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ar!
PARTITION PLAT 2031 • 3.cj
LOCATED IN THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 29,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND FILE NUMBER 711-21-000110-PLNG
FOUND 1/2" SMOOTH 30 29 423
l 1
IR, HELD AS WEST 1/4
)0
Z�MI 126 0 %,
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Cp: �o pv�-12`1�
cn 'A 1616 /
Q 0 1° , 111 'w, GP 9 APPROXIMATE CENTERLINE OF 40 FOOT WIDE
`Ln N 950�, Svv N66 H.F.JONES ROAD. CROOK COUNTY
cn o o 99q COMMISSIONER'S JOURNAL 4, PAGE 149, MARCH
C Z Z i 66°Ik3 Z9"E �2a E ro a���1 �'2 7, 1907. A SEARCH OF THIS AREA REVEALED NO
I N66°� 66S66°NN PHYSICAL EVIDENCE OF THIS ROAD.
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N.T.
145
1 C1
o
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114
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113 110
SEE DETAIL
L5
5.27' 121
- C2
i SHEET 4
C3
C4 C5
LOT 22 LOT 21
I
LOT 20 LOT 19 LOT 18
FOUND 3/4" ID IP WITH
YPC INSCRIBED "PLS
1652" HELD AS SOUTH
1/16 CORNER OF
424
SECTION 29 PER (3)
111
0,�S60°14'38"E
10.00,
� 142
10.00' RW DEDICATION
PER (2)
Lti
loe
101
O`.��pN N.T. �s
N�S PQ / �,,o G1� • 117 SEE DETAIL "C"
SHEET 4
Spv�N
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PNP�-�6"��5�� NP00
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BLOCK 3
S� C'NC' SUNSHINE ADDITION
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S6 EXISTING 50.00' CANAL ROAD EASEMENT 23i 5�
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-NO5031'30"E / EXISTING 37.50' COID CANAL RW /
37.50'
58.84' / 266 -72' _j CANAL
/ EASEMENT
3�255g1
DOCUMENT NUMBER
2020-02708
Cp.
303,445 SF
6.97 ACRES / / /
A Goy O ,
N.T. /.
L10 ,
C,
INITIAL POINT / �Y oti
EAE. SEE DETAIL "D" SHEET4�r 7
L `l2
�7
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148 105 31, & k4l/ 1�9 .lco
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& (4) LOT 14
(4)
LOT 17 / 30, 3 I
VILLAGE AT RIDGEVIEW PHASE 2
- I _J_� /
107
AZ
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SEE SHEET 3 FOR FOUND MONUMENT DETAILS.
SEE SHEET 4 FOR DETAILS, LINE AND CURVE TABLES.
0
/102 /
SEE DETAIL "B"
N SHEET 4
105
34
$&k4i 136'
LOT 13 ' 50.00' CANAL ROAD
EASEMENT PER (5
37�50' CANAL
VILLAGE AT
RIDGEVIEW
PHASE 2
RW PER (5)
i
LEGEND:
A -
COID -
EAE -
ID -
IR -
IP N.T. -
OPC -
RW -
RW DED -
PUE -
SLOPE -
SF -
YPC -
M
PER (2)
APPROXIMATE CENTERLINE OF 60 FOOT WIDE
W.T. DAVENPORT ROAD. CROOK COUNTY
COMMISSIONER'S JOURNAL 3, PAGE 317, JUNE 8,
1902. A SEARCH OF THIS AREA REVEALED NO
PHYSICAL EVIDENCE OF THIS ROAD.
FOUND QUARTER SECTION CORNER, AS NOTED
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "HHPR INC ".
CALCULATED POSITION ONLY NO MONUMENT FOUND OR SET.
MONUMENT WAVED BY COUNTY SURVEYOR.
FOUND MONUMENT AS NOTED IN MONUMENT TABLE. HELD UNLESS OTHERWISE NOTED
CENTRAL OREGON IRRIGATION DISTRICT
EXISTING EMERGENCY ACCESS EASEMENT
INNER DIAMETER
IRON ROD
IRON PIPE
NON -TANGENT
ORANGE PLASTIC CAP
EXISTING RIGHT OF WAY
RIGHT OF WAY DEDICATION PER THIS PLAT
PUBLIC UTILITY EASEMENT PER THIS PLAT
PUBLIC SLOPE EASEMENT PER THIS PLAT
SQUARE FEET
YELLOW PLASTIC CAP
FOUND MONUMENT POINT NUMBER
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
0 50 100 200
SCALE. 1 " = 100'
Harper
HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS• SURVEYORS
250 NW Franklin Avenue, Suite 404 Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 2 OF 4 JTH/CLG 10/28/2021 KSP-05
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��. ��� � �.+��, Syr"- s"`•"' "a -sey . ` ��"� � "°= '� .� �"= � s '�.� � '.
N
iNWED
423
FOUND 1/2" SMOOTH IR, 30 29
HELD AS WEST 1/4 CORNER
OF SECTION 29 PER (1)
PARTITION PLAT 410 31 **3
,-95
LOCATED IN THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 291
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND FILE NUMBER 711-21-000110-PLNG
/ O L1 C1 N.T.
SEE DETAIL "A" 114 14 \
SHEET 4 15 113 110 r'
1
I
` LO
I
FOUND 3/4" ID IP WITH r
YPC INSCRIBED "PLS
1652" HELD AS SOUTH
1/16 CORNER OF 424
SECTION 29 PER (3)
T
4) � C3 C4 C5
22 LOT 21
I LOT 20 I LOT 19 I LOT 18 /
VILLAGE AT RIDGEVIEW PHASE 2
_7�
s
Lib, 117
i
SEE DETAIL "C"
X-A�ON �O N Ti i Witt T4 REPLAT OF LOTS 2-7,
Z �S Pp0 �No BLOCK 3
��G\A �0
2 -CNN AP,, 400, 00 N SUNSHINE ADDITION
r'Jo SO S. w1 C,P , 5.00 PUE CA
N
� V�
N =
�0 0 ri M
I? �� 5�'/ 50.00' NCn LOT 11
�z ,•vJ
a,�o S65'1�`2$ 1�� ��, �do ��p, 20.00' RW DED. o N Z
.01
Z
16l 5T 1
\ 33 / / i EXISTING 50.00' CANAL ROAD EASEMENT / / N13%432 % O
N05031'30"E i EXISTING 37.50' COID CANAL RW 100
�i� 58.84' / �o � 5.00'PUE /
/ 50.00' / / 130�323/,E 26�
I
Q3�p i 20.00' RW DED. Q3'2''"� 25591
�
N25007'14"W PARCEL 2
`0 \ 76.99 165,456 SF
60.00' RW DED. 3.80 ACRES / L �o
12.00' SLOPE O
\
0=12*02'08"
E� 1 \ R=242.00' / O
i' PUE !L 8.00' PUE LC=N19`06'10"W,
\ \ 50.74'
SLOPE
210811
i7.00'CP
12.98' I u v Ln % L10-�
292' I INITIAL POINT. N.T.�'�oti LEGEND:
m �` y0
rn 102 - FOUND QUARTER SECTION CORNER, AS NOTED
30, 1
30, / SEE DETAIL "B" 0 - SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "HHPR INC ".
1' RW DED. -7 II �q' SHEET 4 0 - CALCULATED POSITION ONLY NO MONUMENT FOUND OR SET.
J / P� _ N - MONUMENT WAVED BY COUNTY SURVEYOR.
v • - FOUND MONUMENT AS NOTED IN MONUMENT TABLE. HELD UNLESS OTHERWISE NOTED
l41 105 ' COID - CENTRAL OREGON IRRIGATION DISTRICT
L 8 136 o EAE - EXISTING EMERGENCY ACCESS EASEMENT
C6 1 LOT 13 u ID - INNER DIAMETER
0
111 1p5.3�$` �4i �� ' IR - IRON ROD
IP - IRON PIPE
O t-
c6 50.00' CANAL ROAD N.T. - NON -TANGENT
N
16.79' LOT 14 /J
LOT 17 / 30/ 30' I
SEE SHEETS 2 AND 4 FOR RECORD DATA.
SEE SHEET 4 FOR DETAILS, LINE AND CURVE TABLES.
FOUND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
100
5/8" IR BENT NORTH, TIED AT VERTICAL
2
101
5/8" IR WIITH OPC INSCRIBED "BECON"
4
102
5/8" IR WITH OPC INSCRIBED "BECON"
4
105
5/8" IR WITH OPC INSCRIBED "BECON"
4
106
5/8" IR BENT SOUTH, TIED AT VERTICAL
4
107
2 ALUMINUM CAP INSCRIBED BECON'
4
109
5/8" IR WITH OPC INSCRIBED "BECON" BENT NORTHWEST, TIED AT VERTICAL
4
110
5/8" IR WITH OPC INSCRIBED "BECON" LEANS NORTH FROM UNDER FENCE - FALLS N2204815011E 0.21,
4
111
5/8" IR WITH OPC INSCRIBED "BECON" LEANS NORTH FROM UNDER FENCE - FALLS N44-14'10"E 0.14'
4
112
5/8" IR WITH OPC INSCRIBED "BECON"
4
C. 107
/ M 4,Q
\ I � EASEMENT PER (5)
VILLAGE AT I 37.50' CANAL
RIDGEVIEW I RW PER (5)
PHASE 2 �
1
1
I
FOUND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
113
5/8" IR BENT NORTHWEST, TIED VERTICAL - FALLS N72-56'12"E 0.07'
4
114
5/8" IR WITH OPC BENT NORTH, TIED VERTICAL
4
117
1/2" IR
2
120
2" ALUMINUM CAP, DAMAGED, ILLEGIBLE - FALLS N57-05'20"E 0.16'
4
121
5/8" IR WITH OPC INSCRIBED "BECON" - FALLS S89'01'47"E 0.13'
4
122
5/8" IR WITH OPC INSCRIBED "BECON"
4
123
5/8" IR WITH OPC INSCRIBED "BECON"
4
124
5/8" IR BENT NORTHWEST, TIED VERTICAL
4
126
1/2" IR
1
130
1/2" IR LEANS NORTH, TIED AT BASE
1
OPC - ORANGE PLASTIC CAP
RW - EXISTING RIGHT OF WAY 0 40 80 160
RW DED - RIGHT OF WAY DEDICATION PER THIS PLAT
PUE - PUBLIC UTILITY EASEMENT PER THIS PLAT
SLOPE - PUBLIC SLOPE EASEMENT PER THIS PLAT SCALE. 1 " = 80'
SF - SQUARE FEET
YPC - YELLOW PLASTIC CAP
XXX - FOUND MONUMENT POINT NUMBER
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FOUND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
132
5/8" IR BENT WEST, TIED VERTICAL
1
136
5/8" IR WITH OPC INSCRIBED "BECON"
4
137
5/8" IR
2
141
5/8" IR
2
142
1/2" IR BENT SOUTHWEST, TIED AT VERTICAL - FALLS NO3-48'22"W 0.11'
2
145
5/8" IR
1
148
5/8" IR
4
423
1/2" SMOOTH IR WITH PUNCH
FOUND IN CS01406
424
3/4" ID IP WITH YPC INSCRIBED "PLS 1652"
3
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
Harper
Houf Peterson
Righellis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404 Bend, OR 97703
phone: 541.318.1161 www.hhpr.com 'fax: 541.318.1141
SHEET 3 OF 4 1TH/CLG 10/28/2021 KSP-05
at6
N4
0 6 7 7 DE00CHUTES COUMM SURVEYOR
It
FILED BY. r--
i vvlc� P
GPNP�
l 5\14 o
I
# 123 WAS HELD FOR LINE, FALLS
S89031'23"E 0.10' FROM TRUE CORNER.
J
123
N89031'23"E 25.48' L3
DETAIL A
ill =10'
PARTITION PLAT
LOCATED IN THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 29,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON
CITY OF REDMOND FILE NUMBER 711-21-000110-PLNG
i
ARCELI
1
/ L10 / \
N.T. / \
559005'14"E 15.52 (4)
/ S59010'13"E 15.53'
INITIAL POINT
/ 27.97,
70 12.27' I
102 3g•13' 15./
t 4„ 66.10' 101
Ng0o23 33"E 66.10(4) /
NS0`28 /
LOT 13 f
VILLAGE AT %
\ RIDGEVIEW
\ PHASE 2
DETAIL B�
1" = 20'
/ ~ SEE SHEET 3 FOR FOUND MONUMENT TABLE.
/ W \
1146
S,so
/ M r` 25,09„E \
ry / 20.00,
MIN
PARCEL z/
p 90 Zak q, °�'� / 1116
"' "'
iM
I a'3°` o � 1`
S76`25,09„E Lctr- i j
ry / 22.001
1146
�N79o155 '
z -13 A
L, IV76 7 ,83'
_-25 0q,, 57gG53'53'V4 4 C7 f
22. oo, C,;' 120 106 /
\ C6
S13*34'46"W
2.50'
M
DETAIL D
EXISTING EMERGENCY ACCESS EASEMENT
DOCUMENT 2020-07177
1" = 20'
�: ;,
c»
bo
�p 0o a
114
xe000��_
\I-,'
PARCEL
D ETA L C .� 2
1" =10' �-
LEGEND:
REFERENCE SURVEY LEGEND:
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C1
650.00'
010049'10"
122.74'
S85-10'48"E, 122.56'
C1 (4)
650.00'
010049'11"
122.74'
S85°05'49"E, 122.56'
C2
650.00'
021'28'52"
243.69'
N89'38'18"E, 242.27'
C2 (4)
650.00'
021'28'51"
243.69'
N89043'17"E, 242.27'
C3
650.00'
003`45'49"
42.70'
S81°30'11"E, 42.69'
C3 (4)
650.00'
003'45'49"
42.70'
S81-25'12"E, 42.69'
C4
650.00'
005'09'49"
58.58'
S85°58'00"E, 58.56'
C4 (4)
650.00'
005009'49"
58.58'
S85053'02"E, 58.56'
C5
650.00'
007038'12"
86.64'
N87037'59"E, 86.57'
C5 (4)
650.00'
007"38'12"
86.64'
N87-42'57"E, 86.57'
C6
650.00'
004'54'59"
55.78'
N81021'23"E, 55.76'
C6 (4)
650.00'
004054'59"
55.79'
N81"26'02"E, 55.76'
C7
28.00'
009020'13"
4.56'
N71045'03"W, 4.56'
C8
237.50'
004*23'00"
18.17'
N28039'35"E, 18.17'
C9
300.00'
042°52'18"
224.48'
N52017'14"E, 219.28'
C10
337.50'
042052'18"
252.54'
N52-17'14"E, 246.69'
C11
954.93'
035006'44"
585.20'
N47018'44"E, 576.09'
C11(2)
954.93'
035006'44"
585.20'
576.09'
C12
984.93'
030'09'03"
518.30'
N44'49'53"E, 512.34'
C12 (2)
984.93'
030009'03"
518.44'
512.48'
C13
994.93'
030028'53"
529.30'
N44059'48"E, 523.08'
C13 (2)
994.93'
030'29'22"
529.45'
523.22'
C14
984.73'
004057'45"
85.29'
S62023'14"W, 85.26'
C15
1004.73'
004018'45"
75.62'
S62042'57"W, 75.61'
C16
3819.68'
001°30'00"
100.00'
N65059'28"E, 100.00'
C16 (1)
3086.41
001051'23"
100.00'
C17
3849.68'
001030'00"
100.79'
S65059'28"W, 100.78'
C18
3869.68'
001030'00"
101.31'
S65'59'28"W, 101.31'
C19
170.00'
038042'00"
114.83'
N05046'14"W, 112.65'
C20
200.00'
038042'00"
135.09'
S05046'14"E, 132.54'
C21
230.00'
038042'00"
155.35'
S05046'14"E, 152.42'
C22
225.00'
020013'36"
79.43'
S18-41'02"W, 79.02'
C22 (4)
225.00'
020013'36"
79.43'
S18-46'03"W, 79.02'
I-
FOUND QUARTER SECTION CORNER, AS NOTED
###.##'
- MEASURED DISTANCE
(#) ###.##'
- RECORD DATA PER REFERENCE NUMBER (BELOW)
O -
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "HHPR INC ".
A -
CALCULATED POSITION ONLY NO MONUMENT FOUND OR SET.
###.##' & (#)
- MEASURED AND RECORD DISTANCE PER REFERENCE NUMBER
MONUMENT WAVED BY COUNTY SURVEYOR.
(BELOW). THE BEARINGS AND DISTANCES ON THIS SURVEY
-
FOUND MONUMENT AS NOTED IN MONUMENT TABLE. HELD UNLESS OTHERWISE NOTED
MATCH THE CORRESPONDING REFERENCE STATED BELOW.
COID -
CENTRAL OREGON IRRIGATION DISTRICT
(1)
- RECORD INFORMATION PER CS09815, SOUTH HEIGHTS
EAE -
EXISTING EMERGENCY ACCESS EASEMENT
ADDITION - PLAT NO.386, BY ANTHONY H. KRUTSCH,
ID -
INNER DIAMETER
LS1431, APRIL 6, 1979.
IR -
IRON ROD
IP -
IRON PIPE
(2)
- RECORD INFORMATION PER CS10034, REPLAT OF
N.T. -
NON -TANGENT
LOTS 2-7, BLOCK 3, SUNSHINE ADDITION BY ROBERT
OPC -
ORANGE PLASTIC CAP
M. KARL, LS1642, NOVEMBER 25, 1980.
RW -
EXISTING RIGHT OF WAY
RW DED -
RIGHT OF WAY DEDICATION PER THIS PLAT
(3)
- RECORD INFORMATION PER CS01396, MP 85-19
PUE -
PUBLIC UTILITY EASEMENT PER THIS PLAT
BY ROBERT R. POVEY, LS1652, NOVEMBER 13
SLOPE -
PUBLIC SLOPE EASEMENT PER THIS PLAT
1986.
SF -
SQUARE FEET
(4)
- RECORD INFORMATION PER CS20166, VILLAGE AT
YPC -
YELLOW PLASTIC CAP
RIDGEVIEW PHASE 2 BY ERIK J. HUFFMAN,
XXX -
FOUND MONUMENT POINT NUMBER
LS70814, MARCH 17, 2020.
LINE TABLE
LINE
BEARING
DISTANCE
L1
N89031'23"E
25.48'
Ll (4)
N89038'22"E
25.73'
L2
N66044'28"E
8.19'
L2 (4)
N6604558"E
8.31'
L3
N89*33'22"E
12.00'
L3 (4)
N89038'22"E
11.93'
L4
S79°37'24"E
106.50'
L4 (4)
S7903225"E
106.50'
L5
S79037'24"E
91.23'
L6
N78053'53"E
33.02'
L6 (4)
N78-58'52"E
33.02'
L7
N78053'53"E
33.02'
L7 (4)
N7805852"E
33.02'
L8
N36002'13"E
56.13'
L8 (4)
N36007'12"E
56.13'
L9
N30051'05"E
49.54'
L10
N30051'05"E
49.54'
L11
N00011'31"W
39.02'
L11(2)
N00"25'00"E
39.02'
L12
N00*11'31"W
11.52'
L12 (2)
N00'52'00"E
11.51'
L13
S00°20'26"E
11.00'
L14
N 13"3446"E
72.63'
L15
S1303446"W
58.84'
L16
S1303446"W
45.05'
L17
N25007'14"W
77.45'
L18
N25007'14"W
97.32'
L19
S25°07'14"E
127.26'
L20
S25"07'14"E
77.07'
L21
S65014'28"W
13.31'
L22
S13034'46"W
111.29'
L22 (4)
S13'39'50"W
111.30'
L23
N78`53'73"E
276.88'
L23 (4)
N78'5852"E
276.88'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
Harper
P
T
Houf Peterson
7
Righellis Inc.
E N G I N
E E R S• P L A N N E R S
LANDSCAPE
ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404 Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
SHEET 4 OF 4 1TH/CLG 10/28/2021 KSP-05
t7
DESCHUTES COUNTY SURVEYOR
LED/2_-Ce-Z�)V yw(2oZj-.)'
FIL
F B