HomeMy WebLinkAboutSurvey 21694DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT CALDERA SPRINGS REAL ESTATE, LLC, AN OREGON
LIMITED LIABILITY COMPANY, THE OWNER OF THE LAND SHOWN ON THIS PLAT, HAS CAUSED SAID LAND TO
BE SURVEYED AND PLATTED INTO LOTS, TRACTS (COMMON AREA TRACT E5, E6, AND E7), PRIVATE ROAD
TRACTS (ELK RUN DRIVE, LAKESONG CIRCLE, AND RED BARK LANE), PUBLIC UTILITY EASEMENTS (PUEJ
PRIVATE STORM DRAIN EASEMENT (PRSDE), PRIVATE SANITARY EASEMENT (PRSEj AND PRIVATE WATER
EASEMENT (PRWE) AS SHOWN ON THIS PLAT IN ACCORDANCE WITH THE PROVISIONS OF ORS CH. 92 AND
DO HEREBY GRANT ALL EASEMENTS AS SHOWN OR NOTED HEREON;
AND HEREBY DEDICATE TO THE USE OF THE PUBLIC SAID PUBLIC UTILITY EASEMENTS (PUE) SHOWN
HEREIN, FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICE LINES AND THEIR
ABOVE GROUND APPURTENANCES;
AND HEREBY RESERVES FOR ITSELF AND ITS GRANTEES AN EASEMENT OVER AND ACROSS ALL PRIVATE
ROAD RIGHTS -OF -WAY FOR PEDESTRIAN AND VEHICULAR ACCESS PURPOSES AND FOR THE INSTALLATION
AND MAINTENANCE OF UNDERGROUND UTILITIES AND THEIR ABOVE GROUND APPURTENANCES FOR
ELECTRICITY, TELEVISION CABLE, TELEPHONE, NATURAL GAS, SEWER AND WATER AND OTHER
COMMUNICATION FACILITIES;
AND HEREBY RESERVES FOR ITSELF AND ITS GRANTEES AN EASEMENT OVER AND ACROSS ALL COMMON
AREA TRACTS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES AND THEIR ABOVE
GROUND APPURTENANCES FOR ELECTRICITY, TELEVISION CABLE, TELEPHONE, NATURAL GAS, SEWER AND
WATER AND OTHER COMMUNICATION FACILITIES AND THEIR ABOVE GROUND APPURTENANCES;
AND DO HEREBY RESERVES FOR ITSELF GRANTEES A PRIVATE STORM DRAIN EASEMENT (PRSDE), FOR THE
INSTALLATION AND MAINTENANCE OF UNDERGROUND STORM DRAIN LINES AND THEIR ABOVE GROUND
APPURTENANCES;
AND DO HEREBY RESERVES FOR ITSELF GRANTEES A PRIVATE SANITARY EASEMENT (PRSE� FOR THE
INSTALLATION AND MAINTENANCE OF UNDERGROUND SANITARY SEWER LINES AND THEIR ABOVE GROUND
APPURTENANCES;
WATF,R, EASEMEnIT-
AND DO HEREBY RESERVES FOR ITSELF GRANTEES A PRIVATE (PRWE), FOR THE
INSTALLATION AND MAINTENANCE OF UNDERGROUND WATER LINES AND THEIR ABOVE GROUND
APPURTENANCES,
AND DO HEREBY RESERVES EASEMENTS FOR ITSELF AND ITS GRANTESS AN EASEMENT OVER AND
ACROSS ALL COMMON AREA TRACTS HEREIN FOR PEDESTRIAN ACCESS PURPOSES
AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD THIS PLAT OF `CALDERA SPRINGS, PHASE El -
HENCEFORTH TO BE SO KNpWN
2,119p
BY: THOMAS O'SHEA, MANAGING DIRECTOR DATE IT
CALDERA SPRINGS REAL ESTATE, LLC, AN OREGON LIMITED LIABILITY COMPANY
BY: SUNRIVER RESORT LIMITED PARTNERSHIP, A DELAWARE LIMITED PARTNERSHIP
BY. LOWE SUNRIVER, INC. A CALIFORNIA CORPORATION
ITS: GENERAL PARTNER
ACKNOWLEDGMENT
STATE OF OREGON
AS
COUNTY OF DESCHUTES )
ON THIS I g DAY OF OCCEMB02 , 20t 5 , BEFORE ME PERSONALLY APPEARED
THOMAS O'SHEA, MANAGING DIRECTOR OF LOWE SUNRIVER, INC. AS GENERAL PARTNER OF
SUNRIVER RESORT LIMITED PARTNERSHIP, AS MEMBER OF CALDERA SPRINGS REAL ESTATE,
LLC_
d95_TT__4AZ'Y PUBLIC
PRINTEDNAME. L�wct 1�o.n}S
NOTARY PUBLIC-OREGON
COMMISSION NO. I0S S(,$'1
MY COMMISSION EXPIRES:3MwvA4LY 2$�LOZq
ASSESSOR'S CERTIFICATE
I HEREBY CERTIFY THAT ALL ADVALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS
REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2025-2026 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL
BECOME A LIEN DURING THIS TAX YEAJ�:;,'� HAVEBEENP D T E.
��
DESCHUTES COUNTY ASSESSOR ` 4, I� � Ali I.2-2L1, 20,2,57
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR I �a I � 6 Ce^&x 24
POST MONUMENTATION
1, COREY PACHECO CERTIFY THAT POST MONUMENTATION OF ALL INTERIOR LOT CORNERS, RIGHT OF
WAY AND C INE MONU S WILL BE COMPLETED AFTER CONSTRUCTION OF STREETS AND UTILITIES
ARE FINI ED. S
COREY PA , LS 101863
INTERIOR AND CENTERLINE MONUMENTS SET PER AFFIDAVIT OF
MONUMENTATION RECORDED IN VOLUME
PAGE OF DESCHUTES COUNTY RECORDS.
CALDERA SPRINGS, PHASE El
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A,
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291-TP
DECEMBER, 2025
SURVEYOR'S CERTIFICATE
I, COREY PACHECO, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I
HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LAND SHOWN ON THIS PLAT OF "CALDERA
SPRINGS, PHASE El-, TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE
STATE OF OREGON, SAID LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PORTION OF DEVELOPMENT TRACT Al OF -CALDERA SPRINGS, PHASE A' RECORDED FEBRUARY 2, 2022 AS DOCUMENT
2022-04791, OFFICIAL RECORDS OF DESCHUTES COUNTY, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED IN
BARGAIN AND SALE DEED TO CALDERA SPRINGS REAL ESTATE LLC RECORDED SEPTEMBER 29, 2021 AS INSTRUMENT NO.
2021-55529, OFFICIAL RECORDS OF DESCHUTES COUNTY, BEING A PORTION OF THE EAST ONE-HALF OF SECTION 8 IN
TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT THE INITIAL POINT, BEING A 51W IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "PARAMETRIX-,
MARKING THE NORTHWEST CORNER OF COMMON AREA TRACT W. CALDERA SPRINGS, PHASE D, RECORDED
JUNE 11, 2025, INSTRUMENT NUMBER 2025-014957;
THENCE ALONG THE EAST LINE OF TRACT C, CALDERA SPRINGS, PHASE ONE, RECORDED FEBRUARY 17, 2006,
INSTRUMENT NUMBER 2006-11380, DESCHUTES COUNTY OFFICIAL RECORDS THE FOLLOWING THREE (3)
COURSES:
NORTH 0000T49" EAST 1082.39 FEET TO A 518' IRON ROD WITH YELLOW PLASTIC CAP STAMPED 'PARAMETRIX',
MARKING THE CENTER -EAST ONE-SLXTEENTH CORNER OF SAID SECTION 8;
THENCE NORTH 89029280 WEST 663.72 FEET TO A 2-1/2' BRASS CAP MARKING THE CENTER -WEST -EAST
ONE -SIXTY FORTH CORNER OF SAID SECTION 8;
THENCE NORTH 00001'58' EAST 1285.42 FEET;
THENCE LEAVING SAID EAST LINE OF TRACT C SOUTH 88.50'48" EAST 36421 FEET;
THENCE 32.88 FEET ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 320.00 FEET, THROUGH A
CENTRAL ANGLE OF 5-5314% CHORD OF WHICH BEARS NORTH 01.4T25' WEST, TO A POINT OF NON -TANGENCY;
THENCE NORTH 85015'58" EAST 340AI FEET TO THE EAST LINE OF THOSE EXCLUSIVE POWERLINE EASEMENTS
(BEING 20-FEET FROM CENTER WHEN MEASURED AT RIGHT ANGLES) RECORDED AUGUST 16, 2013, INSTRUMENT
NUMBER 2013-35139, DESCHUTES COUNTY OFFICIAL RECORDS, AND AUGUST 30, 2013, INSTRUMENT NUMBER
2013-37255, DESCHUTES COUNTY OFFICIAL RECORDS;
THENCE ALONG SAID EAST LINE SOUTH 00.1415 WEST 370.06 FEET;
THENCE 70.55 FEET ALONG A NON-TANGENCT CURVE TO THE RIGHT, WITH A RADIUS OF 430.00 FEET, THROUGH
A CENTRAL ANGLE OF 9.24'04-, CHORD OF WHICH BEARS SOUTH 41 "52'22" WEST 70.47 FEET, TO A POINT OF
NON -TANGENCY;
THENCE SOUTH 43'2536' EAST 60.00 FEET;
THENCE 261.39 FEET ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 370.00 FEET, THROUGH A
CENTRAL ANGLE OF 40028"". CHORD OF WHICH BEARS SOUTH 2602OW WEST 255.99 FEET, TO A POINT OF
REVERSE CURVATURE;
THENCE 132.47 FEET ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 830.00 FEET, THROUGH A CENTRAL
ANGLE OF 9-08'39-, CHORD OF WHICH BEARS SOUTH 10"40'04- WEST 132.32 FEET, TO A POINT OF REVERSE
CURVATURE,
THENCE 299.76 FEET ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 220.00 FEET, THROUGH A CENTRAL
ANGLE OF 78"04'08'. CHORD OF WHICH BEARS SOUTH 23.4T40' EAST 277.11 FEET, A POINT OF NON -TANGENCY;
THENCE NORTH 46035240 EAST 50.00 FEET;
THENCE SOUTH 43°2Y23' EAST 60.00 FEET;
THENCE SOUTH 4603524' WEST 50.00 FEET;
THENCE 242.71 FEET ALONG A NON -TANGENT CURVE THE RIGHT, WITH A RADIUS OF 430.00 FEET, THROUGH A
CENTRAL ANGLE OF 32"207. CHORD OF WHICH BEARS SOUTH 23013'10" EAST 239.50 FEET, TO A POINT OF
NON -TANGENCY;
THENCE NORTH 82057'01' EAST 184.92 FEET,
THENCE SOUTH 02015156' WEST 132.02 FEET;
THENCE SOUTH 01 005'08" WEST 107.61 FEET;
THENCE SOUTH 05025'54" WEST 103.03 FEET;
THENCE SOUTH 05°08'00" EAST 103.01 FEET;
THENCE SOUTH 04'21'01' EAST 102.82 FEET;
THENCE SOUTH 0700748" EAST 115.22 FEET,
THENCE SOUTH 02005280 EAST 123.03 FEET;
THENCE SOUTH 00059*31" WEST 12427 FEET;
THENCE SOUTH 12034250 WEST 9521 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"PARAMETRIX' MARKING THE NORTHEAST CORNER OF LOT 501 OF SAID CALDERA SPRINGS, PHASE D;
THENCE ALONG THE NORTH LINE OF SAID LOT 501 AND THE NORTH LINE OF THE RIGHT-OF-WAY OF ELK RUN
DRIVE OF SAID CALDERA SPRINGS, PHASE D, NORTH 85"43'02- WEST 252.07 FEET TO A 5/8- IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "PARAMETRLX" LOCATED ON THE WEST RIGHT-OF-WAY LINE OF SAID ELK RUN
DRIVE (BEING 30.00 FEET FROM CENTER WHEN MEASURED AT RIGHT ANGLES);
THENCE ALONG SAID WEST RIGHT-OF-WAY LINE, 81.80 FEET ALONG A NON -TANGENT CURVE TO THE LEFT, WITH
A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 9°4649", CHORD OF WHICH BEARS SOUTH 01 024'OT
WEST 81.70 FEET, TO A POINT OF NON -TANGENCY;
THENCE ALONG THE NORTH LINES OF LOT 500 AND SAID COMMON AREA TRACT VV OF SAID CALDERA SPRINGS,
PHASE D, SOUTH 86'31'12' WEST 261.19 FEET TO THE INITIAL POINT.
Deschutes County Official Records
Steve Dennison, County Clerk 2026-02709
01589085202600027090060067
D-FLAT Cnt=1 Pgs=6 Stn=6 01130,2026 10:10 AM
$60.00 $11.00 $61.00 $10.00 $10.00 $1 552.00
APPROVALS
THE PLAT OF `CALDERA SPRINGS, PHASE E1" HAS BEEN EXAMINED AND APPROVED.
DESCHUTES COUNTY COMMISSIONERS v' - , 20 oq(C:7
NOTE. SIGNATURE OF BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE BY THE COUNTY OF ANY
DEDICATION MADE HEREIN TO THE PUBLIC.
DESCHUTES COUNTY SURVEYOR Qee�� &X,(&D,EWTY /Z, 202
DESCHUTES COUNTY PLANNING DIRECTOR /. , 2040490
DESCHUTES COUNTY ROAD DEPARTMENT DIRECTOR �� � ���� � I �� 20 1-5
DESCHUTES COUNTY ENVIRONMENTAL SOILS DIVISION 1 , 20 2
WATER MASTER 4 ' Jkk& X
WATER RIGHTS STATEMENT
THIS PROPERTY INCLUDES THE FOLLOWING WATER RIGHTS:
TRANSFER APPLICATION T 11672 DATED MARCH 30, 2015 RECORDED IN SPECIAL ORDER
VOLUME 95, PAGE 362 - 367 AND T 12575 RECORDED APRIL 9, 2018, IN SPECIAL ORDER VOLUME
107 PAGES 1002-1005.
TITLE ENCUMBRANCES AND NOTES
1) THOSE TERMS AND CONDITIONS AND RIGHT-OF-WAY EASEMENTS DESCRIBED IN
VOLUME 173 PAGE 494 DO NOT AFFECT SUBJECT PROPERTY.
2) SUBJECT TO AN EXISTING ELECTRICAL EASEMENT RECORDED AUGUST 16, 2013 AS
INSTRUMENT NUMBER 2013-35139 AS MAPPED HEREIN.
3) SUBJECT TO AN EXISTING ELECTRICAL EASEMENT RECORDED AUGUST 30, 2013
INSTRUMENT NUMBER 2013-37255 AS MAPPED HEREIN.
DESCHUTES COUNTY SURVEYOR
FILED o o�.'�oi z�. BY'
SHEET INDEX
-L- ZZ 20 2 S_
/Z- A0 - z 0z 5—
REGISTERED
SHEET 1
SIGNATURE SHEET, DECLARATION, SURVEYOR'S
U SUKVtYU
CERTIFICATE, WATER RIGHTS STATEMENT, TITLE
ENCUMBRANCES AND POST-MONUMENTATION
CERTIFICATE
SHEET 2
PLAT BOUNDARY, SURVEY REFERENCES,
OREGON
NARRATIVE
JULY 11, 2023
SHEET3-5
COMMON AREA TRACT E5-E7, LOTS 522-558 AND
COREY PACHECO
565-567, LAKESONG CIRCLE, ELK RUN DRIVE, AND
101863
RED BARK LANE
EXPIRES: 12-31-2026
SHEET 6
CURVE TABLE
CO2
rN
COUNTY SURVEYOR
CS 21694
THE ABOVE DESCRIBED TRACT OF LAND CONTAINS 34.22 ACRES MORE OR LESS.
CALDERA SPRINGS, PHASE El
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A,
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291-TP
009 DECEMBER, 2025
COA(A(ON AREA TRACT E6
2.5' ALUMINUM CAP,
ILLEGIBLE, PER (1).
Z
SCALE IN FEES
0 200 400
LEGEND
S4S25'36'E 60.00'
SW14'15V
370.06' golf 39'
L=70.55
LOT �1
w 557
o LOT t
M OT
596
Z LOT
M5 �� LOT
Cl L=32.88 �P 554f
LOT
EO 555
LOT
m-�1
.4- 107'
M LOT 557
w 558
0
In
20
co
cnr
1380.04'
SET 5/8' REBAR AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX'
0 SET 5/8' IRON ROD AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX' (POST MONUMENTED)
0 SET 1-1/2- DIA. ALUMINUM CAP ON 5/8' IRON ROD STAMPED 'PARAMETRIX' (POST MONUMENTED)
FOUND 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'PARAMETRIX' PER (3) OR (5)
FOUND MONUMENT AS NOTED
Cl SEE CURVE TABLE ON SHEET 6
PUE PUBLIC UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
( RECORD DATA PER STIED REFERENCE
* RECORD DATA SAME AS MEASURED
4 3
rn
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S01'05'08V
107.61'
S0715'56*W 132.021-4--_
N8757'01'E 184.92'—� LOT
522
S4535'24*W 50.00'
S43'23'23'E 60.00'-----,
N46'35'24'E 50.00'
C6 L=115.86'
W
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LOT 552 z0 zza
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W
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LOT 551 § V
J V �
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LOT SM
L0T 549
S02'05'28"E
123.03'
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1-734'25V 95.21'
LOT
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co
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LOT
tOT 53.3
LOT LOT LOT L� L0 C8 L=81.80'
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.�39 5J6 57 6 LOT
5.32
f--C98 L=43.82'
",!! W A09 I'T E5 / LOT 548 I LOT 547
NW01'581E 1285.42'
N00'01'58"E 2665.46'
{NOO'01'05"E 2665.47')(1) (N00'02'05'E mar, PA
(NW01'47'E 2665.55')(4)
SURVEY REFERENCES
LOT 542
LOT 56
LOT 544
1) RECORD INFORMATION PER CSO4418, BY GEORGE COLVIN, FILED
JANUARY 21, 1985, DESCHUTES COUNTY SURVEYOR'S OFFICE
2) RECORD INFORMATION PER CALDERA SPRINGS PHASE A, BY DAVID W.
MILLS, RECORDED FEBRUARY 2, 2022, INSTRUMENT NUMBER
2022-04791, DESCHUTES COUNTY OFFICIAL RECORDS, CS20737,
DESCHUTES COUNTY SURVEYOR'S OFFICE
3) RECORD INFORMATION PER CALDERA SPRINGS OLU, PHASE C-2, BY
DAVID W. MILLS, RECORDED APRIL 26, 2024, INSTRUMENT NUMBER
2024-10362, DESCHUTES COUNTY OFFICIAL RECORDS, CS21300,
DESCHUTES COUNTY SURVEYOR'S OFFICE
4) RECORD INFORMATION PER CALDERA SPRINGS, PHASE ONE, BY LYNN J.
BRUNO, RECORDED FEBRUARY 12, 2006, INSTRUMENT NUMBER
2006-11380, DESCHUTES COUNTY OFFICIAL RECORDS, CS16787,
DESCHUTES COUNTY SURVEYORS OFFICE
5) RECORD INFORMATION PER CALDERA SPRINGS, PHASE D, BY COREY
PACHECO, RECORDED JUNE 11, 2025, INSTRUMENT NUMBER
2025-14957, DESCHUTES COUNTY OFFICIAL. RECORDS, CS21557,
DESCHUTES COUNTY SURVEYORS OFFICE
SO4'21'01'E 102.82'
S05'08'00'E 103.01'
S05'25'54" W S0702'48" E
103.03' 115.22'
LOT LOT
LOT LOT LOT LOT 527 528
523 524 525 526
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NARRATIVE
LOT
529
L'0/1a/ON AREA TRACT E5 o
N00'07 49"E 1082.39 ( )
NW07'49'E 1674.90' — BASIS OF BEARING
(NW0491)(2)(4) *(3)(5)
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF DEVELOPMENT
TRACT Al OF CALDERA SPRINGS, PHASE A, PER PLANNING CASE FILE
247-25-00291-TP. THE MONUMENTS FOUND AT POINTS OF CURVATURE AND
ANGLE POINTS PER THE PLATS OF 'CALDERA SPRINGS, PHASE A' (2),
'CALDERA SPRINGS, PHASE D' (5), AND 'CALDERA SPRINGS OLU, PHASE C-2'
(3), WERE ALL HELD TO ESTABLISH THE BOUNDARY OF THE PLAT SHOWN
HEREIN.
BASIS OF BEARINGS: NORTH W07`49' EAST BETWEEN RECOVERED MONUMENTS
MARKING THE NORTHWEST CORNER OF TRACT UU OF CALDERA SPRINGS OLU,
PHASE C-2 AND THE RESET CENTER -EAST 1/16 OF SECTION 8, RESET PER
SAID CALDERA SPRINGS OLU, PHASE C-2.
DESCHUTES COUNTY SURVEYOR
FILE[3 Q2/ozLou-&-.- BY' m f,
2 -1 �0' -2vZ S
REGISTERED
OREGON
JULY 11, 2023
COREY PACHEC
101863
o A
d e 0 O C
Q
SPA
Gp�,O PNPS� O '
INMAL POINT
5/8' IR W/ YELLOW PLASTIC CAP
'PARAMETRIX'
592.51' *(5) j
CS 2 16 9 4
EXPIRES: 12-31-2026
CALDERA SPRINGS, PHASE El
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A,
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291-TP
DECEMBER, 2025
r
VGA
LOT 542
14635 t SF
DETAIL 'A'
NOT—TO—SACLE
t
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cil
SEE DETAIL 'C'
-+Hi --
SHEET y
SCALE IN FEET
1 •i 120
N N
N
co O
Z
SEE SHEET 4
I11VV V/ TO L 1W4.J0
LEGEND
SET 5/8' REBAR AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX'
O SET 5/8' IRON ROD AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX' (POST MONUMENTED)
O SET 1-1/2' DIA. ALUMINUM CAP ON 5/8' IRON ROD STAMPED 'PARAMETRIX' (POST MONUMENTED)
FOUND 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'PARAMETRIX' PER (3) OR (5)
FOUND MONUMENT AS NOTED
Cl SEE CURVE TABLE ON SHEET 6
PUE PUBLIC UTILITY EASEMENT
mM
P
�.�IMIp E
P QN
PRUE PRIVATE UTILITY EASEMENT
RECORD DATA PER SITED REFERENCE DE�r7L'H�i.'i� COUNTY SURVEYOR
* RECORD DATA SAME AS MEASURED
LED 02 DZ
"� 115.22' S02'05- 28" E 123.03'
cn-ro 48
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REGISTERED
PROFESSIONAL
J�N-b SURVEY013%
F
OREGON
JULY 11, 2023
OREY PACHEC
101863
S00'59'31 V 124.27'
O
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Lo
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— 2.00' OFFSET
PER (5)9Q�p1009
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INITIAL POINT
5/8' IR W/ YELLOW PLASTIC CAP
'PARAMETRIX'
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CS 2 16 9 4
EXPIRES: 12-31-2026
S463524'W k. _ .
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S43'23'23'E 60.00' o00 50.�' �� ` 452 C45 135.5� - - -�_45 _ _�L=64.65--
33 , C27 L=506.64'- - -- C34 L=110.18 C35 L=110.02
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BEING A REPLAT OF A PORTION OF DEVELOPMENT TRACT Al. CALDERA SPRINGS, PHASE A, moo°° -o
04
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST, S4G35 24'W 50.00, �� 09
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291 TP
DECEMBER, 2025
CENTERLINE OF 40 FOOT
POWERUNE EASEMENT;
PER INST. NO. 2013-35139
-
AND INST. NO. 2013-37255
0
C4=132 47,
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LOT 539
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LOT 537
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, SEE DETAIL 'C'
THIS SHEET -
co-
EAST LINE OF LOT 542
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C51 L=153.82 L=32.94'
I
LOT 542
14635 t SF
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STT05'39'W 25.65' N `
C71
L=43.47'
Pei
C54 L=142.11'
C73 L=22.07'
SOCr26'22'W 160.00'
26.95'
NW26'221E 160.00'
60.00'
50.00'
60.00'
'
r-- 10.00' PUE
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LOT 552
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16060 t SF
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16532 t SF J
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19164 t SF
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DESCHUTES COUNTY SU'AVEYOii
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110.00' (� 110.00' y4
NOT07'490E 514.27'
CENTERLINE OF 40 FOOT
POWERUNE EASEMENT;
PER INST. NO. 2013-35139
AND INST. NO. 2013-37255
N00'07'49'E 1082.39'
DETAIL 'C'
1 ' = 5'
COMMON AREA TRACT E5
Lo
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00
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110.00'
/Z-Ico-7-0
REGISTERED
PROFESSIONAL
OREGON
JULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2026
SCALE IN FEET
LEGEND
0 60 120
SET 5/8' REBAR AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX'
O
SET 5/8' IRON ROD AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX' (POST MONUMENTED)
®
SET 1-1/2' DIA. ALUMINUM CAP ON 5/8' IRON ROD STAMPED 'PARAMETRIX' (POST MONUMENTED)
FOUND 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'PARAMETRIX' PER (3) OR (5)
FOUND MONUMENT AS NOTED
C#
SEE CURVE TABLE ON SHEET 6
PUE
PUBLIC UTILITY EASEMENT
PRSDE
PRIVATE STORM DRAIN EASEMENT
PRSE
PRIVATE SANITARY EASEMENT
PRWE
PRIVATE WATER EASEMENT
(
RECORD DATA PER STIED REFERENCE
t
RECORD DATA SAME AS MEASURED
tCOD
N
c"
co
�$ z 1 6 9 4
N00'01'581E 1285.42'
CALDERA SPRINGS, PHASE El
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A,
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST,
WILLAMEITE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291 TP
DECEMBER, 2025
DETAIL 'B'
NOT —TO —SCALE
C
C9,3 �g PORTION OF
o� -o ` 40-FOOT
��� - - �S00'14'15'W- : - - - — POWERLINE
�Q" 0.88' EASEMENT
O <v ``�
_ �� COMMON AREA
TRACT E5
�9
Q !"00 P
1Z-/&-Zz7-zS
REGISTERED
PROFES
LAND-S--URVEYOA
0
co
COMMON AREA TRACT E6
30633 t SF
S00'14'15*W 370.06'
-�- -�
` -- __?6�39�---
S00'14'15'W N C91 L=15.02' ��oo
- - - - -,pp
-�� ham. -
N
h SW14'15V 186.46' - / - - - , �` ("»4 gg - - -
+�, WEST LINE OF 40-FOOTPOWERLI
;yam NEEASEMENT AND EAST LINC
T 567 / � ��1 �� • -- /g 1,45816,
LOT 567;,�
18833 t SF o, Q*y -� / '00'A 1g�
°pp o�•
j. 'AU / '� hob Q�- •. Q�; .y „h pp,
1 /
LOT 553
3.7-f 20441 t SF
LOT 566 0
t
18402 t SIF .pp.
.9
o /Aee1 i 8p pp.
O- /�Vh Air �o
LOT 565 �
0 18851 t SF �� "^•
C) / �\ o0o LOT 554
20446 t SFcl
1�
ti
o I � ,3-y�-�
C1 L=32.88, o / 5 09 c�c �-' \ Illyy
,OREGON �6 \ \
JULY 11, 2023
COREY PACHECO SCALE IN FEET
101863
EXPIRES: 12-31-2026 0 60 120
LEGEND
SET 5/8' REBAR AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX'
0 SET 5/8' IRON ROD AND YELLOW PLASTIC CAP MARKED 'PARAMETRIX' (POST MONUMENTED)
® SET 1-1/2' DIA, ALUMINUM CAP ON 5/8' IRON ROD STAMPED 'PARAMETRIX' (POST MONUMENTED)
FOUND 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'PARAMETRIX- PER (3) OR (5)
■ FOUND MONUMENT AS NOTED
Cl SEE CURVE TABLE ON SHEET 6
PUE PUBLIC UTILITY EASEMENT
PRSDE PRIVATE STORM DRAIN EASEMENT
PRSE PRIVATE SANITARY EASEMENT
PRWE PRIVATE WATER EASEMENT
() RECORD DATA PER SITED REFERENCE
* RECORD DATA SAME AS MEASURED
mbij 0
DESCHUTESCOUNTY SURVEYOR
FlLED o1/o zoab BY",
0
- ca1 vryoo
t o �� �5 / LOT 555 ° N., \
Ko- a�' j / 19892 t SF ,\p� \
o
_C83 L_88.27_
J, LOT 556
20297 t SFh1
o
10.00'''i
LOT 557 �O
�t 20625 t SF
a LOT 558
M rn 20625 t SF ' 1
-10
co
l
z
1 Nag
0
N
d
N053604'w 132.11'
NW01'58" E 1285.42'
�aoa
6091 Dp
o�
CENTERLINE OF 40 FOOT
POWERLINE EASEMENT,
PER INST. NO. 2013-35139
— AND INST. NO. 2013-37255
C4 C_132 47' - - -
—4 C96 L=34.87' �� o
lf-12768' o
w
Icn
W
w
i U")
C95 L=14t5S
C75 L_ ,� C51 L=153.82
�89'
T /
COMMON AREA TRACT E5
11.39 t AC.
c"
ao
M
N
W
co
M
ao
cn
C54 L=142.11'
N00'26'22'E 160.00'
o LOT 552
rn 14400 t SF
N00 26'22'E 160.00'
a LOT 551
m 14400 t SF
N00'26'227E 160.00'
LOT 550
16532 t SF
cq
0
(01
LOT 549
20195 t SF
y
s�
so.
m
tc
r
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C1
32.88'
320.00'
553'14'
32.87'
N01'4725'W
C2
70.55'
430.00'
T24104'
70.0
S41'52'22'W
C3
261.39'
370.00'
40'2839'
255.99'
S26'20'040W
C4
132.47'
830.00'
T08'39'
132.32'
S10'40'04V
C5
299.76'
220.00'
78'04'08'
277.11'
S23'47'40'E
C6
115.86'
430.00'
15'26'18'
115.51'
S5T06'35*E
C7
242.71'
430.00'
3720'22'
239.50'
S23'13'10'E
C8 (5)*
81.80'
480.00'
T45949'
81.70'
S01'24'07'W
C9
54.07'
420.00'
T2236'
54.04'
S10'15'29'W
C10
59.13'
450.00'
731'45'
59.09'
S1010'54'W
C11
64.20'
480.00'
739'46'
64.15'
S10'06'54'W
C12
145.99'
480.00'
1T25'35'
145.43'
S05'14'001AI
C13
37.47'
480.00'
4 28'21'
37.46'
S11'4237'W
C14
26.73'
480.00'
3'11'25'
26.72'
S0752'44'W
C15
319.74'
780.00'
23'29'11'
317.50'
S0712'11'W
C16
307.44'
750.00,
23'29'110
305.29'
S0712'11'W
C17
295.14'
720.00'
23'29'11'
293.08'
S071211 I V
C18
61.10'
780.00'
4 29'19'
61.09'
NOT17'45'W
C19
99.84'
780.00'
720'01'
99.7r
N01'23'05'W
C20
99.84'
780.00'
T20'01'
99.77'
N05 56'56'E
C21
58.95'
780.00'
4' 19'50'
58.94'
N 11'46'52'E
C22
110.16'
720.00'
8 45'58'
110.05'
N0909'25'W
C23
110.31'
720.00'
946'42'
110.20'
NO3'36550E
C24
74.6T
720.00'
5*56'31'
74.64'
N10" 58'31'E
C25
489.07'
1670.00'
16'46'46'
487.32'
S01'09'017E
C26
497.85'
1700.00'
16'46'46'
496.08'
S01'09'017E
C27
506.64'
1730.00'
16'46'46'
504.83'
S01'09'017E
C28
97.70'
1670.00'
T21'07'
97.68'
S05733'48'W
C29
115.52'
1670.00'
3'5T48'
115.50'
S01'54'20'W
C30
115.52'
1670.00'
T5r48'
115.50'
S0703'287E
C31
115.52'
1670.00'
T57-48-
115.50'
SOT01'177E
C32
44.80'
1670.00'
1*32'13*
44.80'
S0946'187E
C33
64.65'
1730.00'
708'28'
64.65'
S06'10'07'W
C34
110.18'
1730.00'
3'38'57'
110.17'
SOS 16'25'W
C35
110.02'
1730.00'
T38'38-
110.00'
S00'22'23'E
C36
110.31'
1730.00'
T39'12'
110.29'
SO4'01'18'E
C37
111.05'
1730.00'
3'40'40'
111.03'
SOT41'147E
C38
349.94'
430.00'
46'043'
340.0
N 16'0430'W
C39
489.17'
400.00'
70'04'06'
459.25'
S2747'417E
C40
353.45'
400.00'
50'37'40'
342.06'
N 18'04'28'W
C41
135.72'
400.00'
1 T26'26'
135.0r
N5,T06'31'W
C42
452.48'
370.00'
70'04'06'
424.81'
S270410E
C43
129.86'
370.00'
20'06'33'
129.19'
N5746'28'W
C44
141.29'
370.00'
21'52'44'
140.43'
N31'46'50'W
C45
135.51'
370.00'
20'59'01'
134.75'
N 10'20'58'W
C46
45.83'
370.00'
705'49'
45.80'
NOT41'270E
C47
92.91'
430.00'
1722'48'
92.73'
NOT51'35V
C48
14.33'
430.00'
1'54'32'
14.33'
N06'17'05'E
C49
40.33'
640.00"
T36'3-r
40.32'
N01'40'29V
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C50
W."
2%00'
78'04'08'
314.89'
S23'47'40'E
C51
153.82'
250.00'
35'15110'
151.40'
S0723'11'E
C52
109.5r
250.00"
25'06'410
108.69'
S3734'060E
C53
77.25'
250.00'
1T42'17'
76.94'
S53'58'35"E
C54
142.11'
280.00'
2T04'47'
140.59'
SOT42'00'W
C55
58.99'
280.00'
1-704'17'
58.88'
S32710'570E
C56
58.53'
280.00'
11*58'360
58.42'
S56'50'26'E
C57
80.29'
130.00'
35723'17'
79.02'
N7744447E
C58
79.38'
100.00'
4528'45'
77.31'
N6742'007E
C59
32.94'
70.00'
26'57'29'
32.63'
N7 T5r38*E
C60
32.18'
130.00'
1f11'020
32.10'
N6708'377E
C61
48.11'
130.00'
21'12'15'
47.84'
N7T50'15'E
C62
78.54'
25.00'
180'00'00'
50.00'
SOO'26'221
C63
172.79'
55.00'
1 WOO''
110.00'
SOO'26'22'W
C64
267.04'
85.00'
180'00'00'
170.00'
S00Y26'22'W
C65
40.88'
85.00'
2T3328'
40.49'
S76'39'38'W
C66
49.0
85.00'
IT16'360
48.68'
S46'14'36'W
C67
50.75'
85.00'
34'12133"
50.00'
S12'30'01'W
C68
50.75'
85.00'
34'12'33'
50.00'
S21'42'32'E
C69
45.98'
85.00'
30'5936'
45.42'
S5418'377E
C70
29.30'
85.00'
19'45'13'
29.16'
S7T41'01'E
C71
43.47'
130.00'
1 TO9'32'
43.27'
S80'51'36'W
C72
35.51'
100.00'
20" 20'44'
35.32'
S8(716'00'W
C73
22.0r
70.00'
18'03'59'
21.98'
S81'24'23'W
C74
127.68'
800.00'
T08'39'
127.54'
S10'40'04'W
C75
122-89'
770.00'
T08'39'
122.76'
S10'40'04'W
C76
282.59'
400.00'
40'2839'
276.75'
S26'20'04*W
C77
174.99'
400.00'
2503'57'
173.60'
S18'37'43'W
C78
107.59'
400.00'
15'2442'
107.27'
S38'52'03'W
C79
158.16'
430.00'
21'04'26'
157.27'
S1537'57'W
C80
334.35'
320.00'
5T51'53'
319.35'
S28 46'44'E
C81
365.69'
350.00'
5T51'53'
349.28'
S2846'44'E
C82
397.04'
380.00'
5T51'53'
379.22'
N294644'W
C83
88.2r
380.0o'
13'18'32'
88.0r
S0530'047E
C84
88.27'
380.00'
13'18'32'
88.07'
S18'48'360E
C85
88.2r
380.00'
13'18'32'
88.07'
S3707'08'E
C86
88.27'
380.00'
13'18'32'
88.07'
S4525'41'E
C87
43.96'
380.00'
6'044'
43.94'
S55'23'49'E
C88
146.3r
320.00'
26' 12'29'
145.10'
S4536'260E
C89
155.09"
320.00'
2746' 10'
153.58'
S 18'37'07'E
C90
85.57'
430.00'
11*24'090
85.43'
S40'52'19'W
C91
15.02'
430.00'
700'05'
15.02'
S36'10'17'W
C92
0.42'
1730.00'
0 0050'
0.42'
SOT31'590E
C93
0.76'
430.00'
O'06'04'
0.76'
S2707'08'W
C94
81.93'
220.00'
21'20'14'
81.46'
S5709'37'E
C95
141.53'
220.00'
3951'33'
139.10'
SOS I1'23'E
C96
34.87'
830.00'
724'25'
34.86'
N 1, 02'11'E
C97
158.90'
370.00'
24 36'21'
157.68'
S3416'13'W
C98
43.82'
280.00'
958'01'
43.78'
S5T2O'44'E
DESCHUTESCOUNFYSURVEYOR
FlLEDgoz sezb BY:,
CALDERA SPRINGS, PHASE. El
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A,
LOCATED IN THE EAST ONE-HALF (E1/2) OF SECTION 8, TOWNSHIP 20 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
247-25-00291-TP
DECEMBER, 2025
REGISTERED
PROFESSIONAL
v OREGON
JULY 17, 2023
COREY PACHEC
101863
EXPIRES: 12-31-2026
: ■
C4
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cn
cc
�$ 21694