HomeMy WebLinkAboutSurvey 20756RESERVE IN THE PINES, PHASES R-2 AND R-3
A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JANUARY 2022
SURVEYOR'S CERTIFICATE
I, PATRICK GAGE COLE, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY SWORN,
HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED BY ME, OR UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
O.R.S. CHAPTER 92 AND THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND REPRESENTED
ON THIS PLAT, LOCATED IN SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE,
DESCHUTES COUNTY, OREGON, AND THAT A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DEA INC." EXISTS AT THE
"INITIAL POINT", BEING THE NORTHEAST CORNER OF PARCEL 2, PARTITION PLAT NO.2007-30, AND THE PROPERTY BEING
PLATTED IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT SAID INITIAL POINT, BEING THE NORTHEAST CORNER OF SAID PARCEL 2, BEING ON THE WESTERLY RIGHT OF WAY
LINE OF US HIGHWAY 97; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE, SOUTH 30°55'29" WEST A DISTANCE OF 1397.22
FEET; THENCE LEAVING SAID WESTERLY RIGHT OF WAY LINE, NORTH 59°04'31" WEST A DISTANCE OF 105.00 FEET; THENCE
NORTH 47024'18" WEST A DISTANCE OF 65.35 FEET; THENCE NORTH 59°04'31" WEST A DISTANCE OF 416.56 FEET; THENCE NORTH
59028'03" WEST A DISTANCE OF 64.28 FEET; THENCE NORTH 54*06'15" WEST A DISTANCE OF 115.00 FEET TO THE WESTERLY LINE
OF SAID PARCEL 2, ALSO BEING THE EASTERLY LINE OF CRESCENT CREEK DRIVE; THENCE ALONG SAID WESTERLY LINE THE
FOLLOWING TWO (2) COURSES AND TWO (2) CURVES:
NORTH 35053'45" EAST A DISTANCE OF 139.74 FEET;
457.78 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1100.00 FEET, THE CHORD OF WHICH BEARS
NORTH 23058'25" EAST A DISTANCE OF 454.48 FEET;
NORTH 12003'05" EAST A DISTANCE OF 219.82 FEET;
62.92 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 350.00 FEET, THE CHORD OF WHICH BEARS
NORTH 17012'04" EAST A DISTANCE OF 62.83 FEET TO THE NORTHWEST CORNER OF SAID PARCEL 2;
THENCE ALONG THE NORTH LINE OF SAID PARCEL 2, SOUTH 89002'34" EAST A DISTANCE OF 1031.17 FEET TO THE POINT OF
BEGINNING, THE TERMINUS OF THIS DESCRIPTION.
CONTAINS 21.08 ACRES, MORE OR LESS, OF WHICH 5.90 ACRES ARE DEDICATED AS PUBLIC RIGHT-OF-WAY PER THIS PLAT.
DECLARATION
SAGEBRUSH DEVELOPMENT, LLC AN OREGON LIMITED LIABILITY COMPANY, OWNER OF THE LANDS SHOWN ON THIS
SUBDIVISION PLAT AND MORE PARTICULARLY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREUNTO ATTACHED, HAS
CAUSED SAID LAND TO BE SURVEYED AND PLATTED AS SHOWN ON SUCH PLAT AND DECLARE THIS PLAT TO BE PREPARED AND
PROPERLY SUBDIVIDED IN ACCORDANCE WITH O.R.S. CHAPTER 92, AS LOCATED IN THE SOUTHWEST QUARTER, THE
NORTHWEST QUARTER, THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 22 SOUTH,
RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON.
AND MID OREGON FEDERAL CREDIT UNION AS BENEFICIARY UNDER DEED OF TRUST, RECORDED APRIL 15, 2020 AS INSTRUMENT
NO. 2020-16805, DESCHUTES COUNTY OFFICIAL RECORDS AND DEED OF TRUST, RECORDED JULY 16, 2021 AS INSTRUMENT NO.
2021-42326, DESCHUTES COUNTY OFFICIAL RECORDS, CONSENTS TO THIS SUBDIVISION;
AND HEREBY DEDICATES TO THE PUBLIC FOREVER FOR ROAD AND UTILITY PURPOSES, THE 64.00 FOOT RIGHT OF WAYS OF
MORNING PINE DRIVE, PINE CREEK DRIVE, BLUE PINE STREET, JUBILEE PINE DRIVE AND GREY PINE STREET, THE 30.00 FOOT
RIGHT OF WAY OF CALDWELL DRIVE AND THE 30.00 FOOT RIGHT OF WAY FOR EMERGENCY FIRE ACCESS AS DETAILED ON
SHEETS 4 AND 5 OF THIS PLAT;
AND HEREBY CREATES A PUBLIC PEDESTRIAN ACCESS EASEMENT OVER THEN ENTIRETY OF TRACTS G, H, I, J, K, L AND M;
AND HEREBY DEDICATES TO THE PUBLIC FOREVER A PUBLIC UTILITY EASEMENT OVER THE ENTIRETY OF TRACTS G AND H, AND
HEREBY DEDICATES TO THE PUBLIC FOREVER THE PUBLIC UTILITY EASEMENTS (PUE) AS DETAILED ON SHEETS 6 AND 7 OF THIS
PLAT; UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW GROUND
AND ALL OTHER RELATED FACILITIES WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT AS MAY BE NECESSARY
OR DESIRABLE IN SERVING THE LOTS IDENTIFIED HEREON, 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 LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY
OTHER CONSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT WRITTEN APPROVAL OF THE UTILITY
COMPANIES IN THE PUE;
AND HEREBY CREATES THE CLEAR VISION AREAS AS DETAILED ON SHEETS 6, 7 AND 8 OF THIS PLAT FOR THE PURPOSE OF
BEING AN UNOBSTRUCTED CLEAR VISION AREA FOR VEHICULAR ACCESS; CLEAR VISION AREAS SHALL CONTAIN NO PLANTING,
WALL, STRUCTURE, PRIVATE SIGNAGE OR TEMPORARY OR PERMANENT OBSTRUCTION EXCEEDING 3.5 FEET IN HEIGHT,
MEASURED FORM THE TOP OF THE CURB OR, WHERE NO CURB EXISTS, FROM THE ESTABLISHED STREET CENTERLINE GRADE,
EXCEPT THAT TREES EXCEEDING THIS HEIGHT MAY BE LOCATED IN THIS AREA PROVIDED ALL BRANCHES AND FOLIAGE ARE
REMOVED TO A HEIGHT OF EIGHT FEET ABOVE THE GRADE;
AND HEREBY GRANTS TO THE CITY OF LA PINE THE WATER EASEMENTS AS DETAILED ON SHEET 5 THIS PLAT.
(SEE SHEET 2 FOR DECLARATION SIGNATURES)
EASEMENT NOTES:
1) THE LANDS INCLUDED IN THIS SUBDIVISION MAY BE SUBJECT TO EXCEPTIONS AND OR SUBJECT TO ITEMS CONTAINED IN
U.S. PATENT NUMBER 36-2001-0006, RECORDED AS INSTRUMENT NO.2001-03483, DESCHUTES COUNTY OFFICIAL RECORDS.
THESE POSSIBLE ENCUMBRANCES DO NOT INCLUDED LEGAL DESCRIPTIONS WITHIN SAID U.S. PATENT.
2) EASEMENT GRANTED TO LA PINE WATER DISTRICT, AN OREGON QUASI -MUNICIPAL CORPORATION FOR CONSTRUCTING,
OPERATING, MAINTAINING, REPAIRING AND RECONSTRUCTING UNDERGROUND UTILITIES, RECORDED AS INSTRUMENT NO.
2004-22231. SAID EASEMENT AFFECTS THIS PLAT BUT IS NOT PLOTTABLE DUE TO AN AMBIGUOUS LEGAL DESCRIPTION.
S: \Land Projects\210214—Reserve in the Pines, Phases II—IV\dwg\SURVEY\210214— PLAT. dwg Feb 14, 2022 — 9: 27am
SURVEYOR'S NARRATIVE
Deschutes County Official Records
Steve Dennison; County Clerk 2022-06336
01424937202200063360010015
D-PLAT Cnt=1 Pgs=1 Stn=25 02/14/2022 02:17 PM
$70.00 $11.00 $61.00 $10.00 $6.00 $158.00
WE WERE RETAINED BY SAGEBRUSH DEVELOPMENT, LLC TO REPLAT A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30,
DESCHUTES COUNTY SURVEY NO. CS17316.
THE SUBJECT PROPERTY IS FURTHER DESCRIBED WITHIN THE SURVEYOR'S CERTIFICATE.
THE BOUNDARIES OF THIS SURVEY WAS A RETRACEMENT OF PARCEL 2, PARTITION PLAT NO.2007-30. THE MONUMENTS
FOUND PER THIS SURVEY AGREE WITH THE DIMENSIONS REPORTED PER PARTITION PLAT NO.2007-30 AND WERE HELD
UNLESS OTHERWISE NOTED.
THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN THE MONUMENTED CENTER QUARTER SECTION CORNER AND
CENTER -SOUTH ONE -SIXTEENTH CORNER OF SECTION 11 BEING NORTH 00020'32" EAST PER PARTITION PLAT NO.2007-30.
PLAT INDEX
SHEET 1: DECLARATION, SURVEYOR'S CERTIFICATE, NARRATIVE AND EASEMENT NOTE
SHEET 2: DECLARATION SIGNATURES, APPROVALS
SHEET 3: PLAT BOUNDARY
SHEETS 4 AND 5: PLAT LOTS, TRACTS AND STREETS
SHEETS 6 AND 7: EASEMENTS
SHEET 8: EASEMENT DETAILS, CURVE AND LINE TABLES
REGISTERED
PROFESSIONAL
LAND SURVEY R
1,4 4 1 j, ,� wz11�1
OREGON
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
At
■
CIVIL ENGINEERING ( SURVEYING ( PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND. OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 1 OF 8
vi
cs�
Cn
� 2o75s
RESERVE IN THE PINES. PHASES R-2 AND R-3
A REPLAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JAN UARY 2022
DECLARATION SIGNATURES
BY:
J�� l� • z
NAME: VICTOR R. RUSSELL D TE
TITLE: MEMBER
OWNER: SAGEBRUSH DEVELOPMENT, LLC
AN OREGON LIMITED LIABILITY COMPANY
ACKNOWLEDGMENT
STATE OF OREGON }
} S.S.
COUNTY OF }
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON \ I:Z\' ZOZZ ,
BY VICTOR R. RUSSELL, MEMBER, SAGEBRUSH DEVELOPMENT, LLC AN OREGON
LIABILITY COMPANY.
NOTARY PUBLIC - OREGON
(NOT,
NAME)
COMMISSION NO.
MY COMMISSION EXPIRES:
BY:
DATE
NAME:
TITLE: 1;4
BENEFICIARY: MID OREGON FEDERAL CREDIT UNION
ACKNOWLEDGMENT
STATE OF OREGON }
} S.S.
COUNTY
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON
BY _S�)Z3�
MID OREGON FEDERAL CREDIT UNION
(NOTARY'S WRITT N ME)
NOTARY PUBLIC - OREGON
(NOTARY' TZ NAME)
COMMISSION NO.
MY COMMISSION EXPIRES: ? a
IS:\Land Projects\210214—Reserve in the Pines, Phases II—IV\dwg\SURVEY\210214— PLAT. dwg Jan 07, 2022 — 10:18am
APPROVALS
THE PLAT OF RESERVE IN THE PINES, PHASES R-2 ND R-3, AS LOCATED IN THE CITY OF LA PINE, HAS BEEN
EXAMINED AND APPROVED BY:
_DES UTES UNTY SURVEYOR
CITY OF LA PINE MAYOR _
CITY OF LA PINE PXJBLIC WORKS
CITY OF LA PINE PLANNING DIIRECI
D OF DESCHU7ES COUNTY COMMISSIONERS
/-.3/- xo4z4z
DATE
Idt*4ca . zz-
DATE
DATE
2-10 --ZZ
DATE
DATE
SIGNATURE BY THE CITY OF LA PINE PLANNING DIRECTOR AND ENGINEER CONSTITUTES ACCEPTANCE BY THE CITY
OF LA PINE OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
ASSESSOR'S CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES AND SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES
REQUIRED BY LAW TO BE PLACED ON THE 2021-2022 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT OR WILL
BECOME A LIEN DURING THIS TAX YEAR HAVE BEEN PAID TO ME:
` i2
DATE
I HEREBY CERTIFY THAT ALL TAXES APPURTENANT TO THIS PLAT ARE PAID AS OF THIS DATE:
�7 I X A
DESCHUTOS COUNTY TAX COL EC R DATE
FDESCH-UTES b11 �y
REGISTERED
PROFESSIONAL
LAND SURVEYOi
?/ZZ
OREGON
JULY 10, 2007
PATRICK GAGE COLS CIVIL ENGINEERING I SURVEYING I PLANNING
79157
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
EXPIRES: 12/31/23 PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 2 OF 8
010 50 100 150 200 300
SCALE: 1" = 100' FND 5/8" IR W/YPC
MARKED "OTAK INC"
FND 5/8" IR W/YPC
MARKED "DEA INC"
RESERVE IN THE PINES, PHASES R-2 AND R-3
A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JANUARY 2022
L=62.92'
R=350.00'
D=10*17'59"
l/YPC
CH=N17'12'04"E 62.83'(m,r2)
HWA"
L=62.86'
N
R=350.00'
N
D=10'17'27"
co cl,
R=S17'11'57"W 62.78'(r1)
N
W N
no rW
� o
vo
z N
2
FND 5/8" IR NO CAP
L=457.78'
R=1100.00'
D=23'50'40"
CH=N23'58'25"E 454.48'(m,r2)
L=457.78'
R=1100.00'
D=23`50'40"
R=N23'58'33"E 454.48'(r1)
59'28'03"W 64.28'
4S3og
37 tiik
176
PIN PN9c ZCJ 30
PPRJ1TxON
N47'24'18"W 65.35'
RECORD REFERENCES N59.04'31"W 105.00'J
(r1) PARTITION PLAT 2007-30 BY PETER A. MANLEY, DESCHUTES COUNTY SURVEY NO. CS17316.
row
(r2) RESERVE IN THE PINES, PHASE R-1 BY BENJAMIN J. HRON, DESCHUTES COUNTY SURVEY NO. CS20284.
h
LOS 10,
S89`02'19"E 1031.26'(r1) NE eO 190 2
S89'02'34"E 1031.17'(m,r2) NE,G'NgOR
CENTER QUARTER CORNER
FND 2" BRASS CAP MARKED'722S
R10E S11 C1/4 LS1031"
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MARKED "DEA INC."
FND 3/4" SMOOTH
IRON ROD
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CORNER FND 5/8" IR W/YPC '
MARKED PMAN PLS 702
l
LEGEND
SUBDIVISION BOUNDARY
ADJACENT LOT LINE (INFORMATIONAL ONLY)
SURVEY TIE - INFORMATIONAL LINE
FOUND QUARTER SECTION CORNER MONUMENT
FOUND 5/8" IRON ROD WITH CAP AS REPORTED, UNLESS OTHERWISE NOTED
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
RECORD BEARING/DISTANCE PER REFERENCES
MEASURED BEARING/DISTANCE
YELLOW PLASTIC CAP
IRON ROD
a
/22
OREGON
JULY 10, 2007 CIVIL ENGINEERING I SURVEYING I PLANNING
PATRICK GAGE COLE
79157 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
EXPIRES: 12/31/23
SHEET 3 OF 8
NO
FND 5/8" IR NO CAP
S: \Land Projects\210214—Reserve in the Pines, Phases II—IV\dwg\SURVEY\210214— PLAT. dwg Jan 07, 2022 — 10:18am
RESERVE IN THE PINES, PHASES R�2 AND R�3
A REPLAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
NORTH OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
0 15 30 60 90 120 180 CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JAN UARY 2022
SCALE: 1 " = 60'
S89'02'34"E 1031.17'(m,r2)
VN o 814.48 CALDWELL DRIVE
30' DEDICATION FOR 216.69
— _ � (30' WIDE, DEDICATED PER THIS PLAT
S89'02'34"E 801.15' ) EMERGENCY FIRE ACCESS 20.70'
TRACT G 16023 SQ. FT. S89'02'34"E 191.89'
S89'02' 4"E 800.98' 20.70' j TRACT H 3776 SQ- FT. 23.09'
v 50.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 54.00' 54.00' 55.61' 57.00' 57.00' S7.00' 63.47'
/ ioco to 0 0 64.90' N
M
0
0 N
N to q o M In O p O .M
N cV
d" c6 c6 �i o °' °' °' 0' rn 3 30, °'
w w w w w w w " 3 0
co
pcoco co tv h - ,
`n LOT 52 LOT 53 w w w LOT 56 w LOT 57 w co N N N N N N N N N h
LOT 54 LOT 55 io LOT 58 N LOT 59 LOT 60 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 66 0) h LOT 67 w LOT 68
0 7487 co 6028 co co co co N i� cn i-1 r- r- i� ^ v� o - O
N 6080 N 6018 N 5841 N 5548 ^ 5149 i- 5357 ;n 5045 5032 SQ. FT. P 5130 SQ. FT. ;n 5130 SQ. FT. ;n 5130 SQ. FT. � 5160 SQ. FT. 5571 SQ. FT. h o 9552 SO. FT. io 11524 SQ. FT. ^'
N " SQ. FT. ,s SQ. FT. i� SQ. FT. i� SQ. FT. i� SQ. FT. SQ. FT. ;� SQ. FT. 11)
o SQ. FT. 0 SQ. FT. 0 0 0 0 0 0, � �ry
o =n `•� =o 0 0 o z z z z Z z 9.00' z o
z z z z z z C11 Z Cl3 C14 C15 57.00 57.00' 57.00' C18 C6 Cog / I o
of C12 C17 S89'02'34"E 18 %" 0' 8 z
N L1 C5 N
4t " C6 C7 C8 C9 C10 PINE CREEK DRIVE to •
•- C58 S89'02'34"E 180.00' C ` �r'o 3g"E 4.�g
o N C16 _ — — — 59 N�256 '3g �32•g6
DEDICATED PER THIS PLAT) C4 25.03'
M M _
N L2 _ C57 _ — �64' NN 1DE, v N�2.56
S89'02 4"E 180.00' �•
Z C55 C56 C5 % 97.81' C53 v
h ,N Q-
M
L3 C47 C46 C52 / G�. LOT 69 as
^ C67 °' C45 LOT 150 i 7824 SQ. FT. cy
o W j io 8902 SQ. FT.
[u ( lZll-
LOT 137 0 o O SS9og' �C23 9p�374
7210 SQ. FT. ,`� oM co N LOT 138 w , 37 F c ti F v
4 C33 A ,� 9497 SQ. FT. 73p0 "h LOT 70 9352'
577to
26'22"E i5 C43 Z N 7 LOT 149
0' / S 0. 5056 SQ. FT.
N 00 ' ( S7756�55"E '36 � " SS90 . 0 SQ � 37 F ,
V M 16.14 70 Z 00 �3 o` OS 0 0)*v LOT 136 %^• F o �32. LOT 71 . 0 a
Z 6777 SQ. FT. 3p O SS 5040 SQ. FT.
V vN 00 LOT 139 f 00' ^• 3 . 90 . O
c S,4.31 '21 "e V V 9307 SQ. FT. LOT S 74 0 14Q. FT. 2 g31 F 04
V 15 00' ' S90 . / �` 7pS
S7 A O A LOT 72
U 5 42'S5" ^ M ^ 37 F Q� SS 5040 SQ. FT.
O
h l p ., v 9 g �-
6 707 SQ. FT. 135. 00' 3 00' h^ � .� 00 0 373
TRACT K ,icy LOT 147 k, � �q?• F 70 00
S,'•36'20"E v ccO v U LOT 140 ,0 1.99 ACRES ��q�• , SS90 7410 SQ. FT. Q� Q<v� LOT 73 S00' ��co
!(� / O S$ 5040 SQ. FT. 4 , ,
MO 15 00, 9426 SQ. FT. M r� /�� �37 F O v p 9• '�/
v / S7 73�0 . ^' �` �6 O 0�37 F o v
67707 SQ. FT. 2 4S'31 "e �3 ^ LOT 146 0 Oh J OHO
S O 6.88, "� S 7410 SQ. FT. �Ci' LOT 74
68.41 j 411
/ S90g. VI �5040 SQ. FT.
Q
LOT 141
� O 28 SQ. FT.
LOT 133 �-95OOOp'LOT 14 �^ •ham O � LOT 75 OSOp, pow
6777 SQ. FT. 00• %S 7 10 SQ. FT. HMO SS9O 5040 SQ. FT.
SSS4g M°j co\ 77957• ,ate 00 90g37oo g37 ' o
9 F v z \ ry o ��• F o ate• 7ps 13.05
Vry 7s 00'� 3� Op. ^ / LOT 76
LOT 132 �o^� 4 LOT 144 SS9. 5040 SQ. FT.
S 6777 SQ. FT. �p % ,�ti ( \ 7410 SQ. FT. O 043 F OAl
62• ,�- Fp O S9.43 7 O
S7 • = 66 /'Lj� //� O 7 pc OS 4L70Q'
C� 78�F 77S O�� �� 68, F CFO FSTR S 1^• F 73�0 �� SS 5040 SQ. FT. Op.
00' �0 00 V�o�OOOa 7cgTFO \ F�%, S9��73, LOT 143 O / 0 90437�,
LOT 131 `SS A 3j 3 S 7410 SQ. FT. O F O C
S'S9• 6777 SQ. FT. Op •30' FRTy/s SS9osr F g23 59��3 �o• 7pS0 �� �0^•
T 157O• A 37., • 6g. O 7 y LOT 78 p'
7209 SQ. FT. '`ry SS �) \F g8 ! h^ • F 73 p 00 SS9 • 5040 SQ. FT. r�
77SOp. G� V 00 3p. S 90 . 237' LOT 142 00 Og37 , o co
•N LOT 156 O' 37 7410 SQ. FT. O^ �� l0 O •h `
`32' SS oh 6636 SQ. FT. �� 18.00 F A7 \ °� LOT 79 S00' O V
32. S90g37y �� 10. 88' 7`3QOp, �� SS9 5040 SQ. FT.
/ S3�• F ^� ^ o� g37 ,
Aj.
SEE SHEET 8 FOR LINE AND CURVE DIMENSION TABLES.
SS3 .37 F 4 10' ry �� 5040 SQ. FT.
SEE SHEET 5 Sg
g0•
LEGEND REGISTERED
PROFESSIONAL
SUBDIVISION BOUNDARY LAND SURVEY
INTERIOR LOT LINE
DESCHUTES COUNTY SURVEYOR RIGHT OF WAY CENTERLINE;qLm
Colbj2 ------------- SURVEY TIE/INFORMATIONAL LINEiADJACENT LOT LINE (INFORMATIONAL ONLY) OREGON
JULY 10, 2Q07 CIVIL ENGINEERING I SURVEYING I PLANNING
FOUND MONUMENT AS NOTED ON SHEET 3 PATRICK GAGE COLE 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
® SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" 79157 PH: (541)389-9351 I FAX: (541)388-5416
WEB WWW HWA-INC ORG
'M
O DIMENSIONED/COMPUTED POSITION, NOTHING FOUND OR SET EXPIRES: 12/31/23 SHEET 4 OF 8
S: \Land Projects\210214-Reserve in the Pines, Phases II-IV\dwg\SURVEY\210214-PLAT.dwg Jan 07, 2022 - 10:19am
20756
RESERVE IN THE PINES, PHASES R�2 AND R�3
A REPLAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
NORTH CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JANUARY 2022
0 15 30 60 90 120 180
SCALE: 1" = 60' SHEET SHEET 4
S
59�4.3
�F
I nT -7n
SEE SHEET 8 FOR LINE AND CURVE DIMENSION TABLES.
I Fc-.Fnln
REGISTERED
SUBDIVISION BOUNDARY PROFESSIONAL
INTERIOR LOT LINE LAND SURVEY
RIGHT OF WAY CENTERLINE
------ ���� ��USURVEYOR-- SURVEY TIE/INFORMATIONAL LINE
ADJACENT LOT LINE (INFORMATIONAL ONLY)
1)00 k
FllXD2 �ZZ'� Cu ` �h •�••� FOUND MONUMENT AS NOTED ON SHEET 3 OREGON
J U LY 10, 2007
® SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA" PATRICK GAGE COLS CIVIL ENGINEERING SURVEYING PLANNING
79157 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
EXPIRES: 12/31/23 WEB: WWW.HWA-INC.ORG
S: \Land Projects\210214—Reserve in the Pines, Phases 11—IV\dwg\SURVEY\210214— PLAT. dwg Jan 07, 2022 — 10: 20am
SHEET 5 OF 8
0 15 30 60 90 120 180
SCALE: 1 = 60'
RESERVE IN THE PINES. PHASES R-2 AND R-3
A REPLAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
JANUARY 2022
60
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65 LOT 66
)0'
---
WE
TYP. #1
--------
WE
TYP. #1
--------
9.00'
-------
TYP. #2
-------�
WE
TYP. #1
Z—_—�_—
_—PUE _
Neu R.RtMEM
SEE SHEET 8 FOR LINE AND CURVE DIMENSION TABLES.
SEE SHEET 7
IDESCHUTES COUNTY SURVEYOR
Fq
IS: \Land Projects\210214—Reserve in the Pines, Phases II—IV\dwg\SURVEY\210214—PLAT.dwg Jan 07, 2022 — 10: 20am
LEGEND
WE
PUE
CVE
SUBDIVISION BOUNDARY
INTERIOR LOT LINE
ADJACENT LOT LINE (INFORMATIONAL ONLY)
EASEMENT LINE, AS NOTED
WATER EASEMENT
PUBLIC UTILITY EASEMENT
CLEAR VISION EASEMENT
NORTH —SOUTH
CENTER SECTION LINE
TYPICAL #1
WATER EASEMENT
SCALE: 1 "=20'
20' PUBLIC UTILITY EASEMENT
PER PLAT OF NEWBERRY
NEIGHBORHOOD
TYPICAL #2
PUBLIC UTILITY EASEMENT
SCALE: 1 "=20'
REGISTERED
PROFESSIONAL
LAND SURVEYO
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
WATER EASEMENT
SCALE: 1 "=20'
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O-B. RILEY ROAD, STE_ 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 6 OF 8
CS 2 0 7 5,6
RESERVE IN THE PINES, PHASES R�2 AND R�3
A REPLAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
NORTH OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SUB-19
0 15 30 60 90 120 180 JANUARY 2022
SCALE: 1 " = 60'
SEE SHEET 6
.ES.
TYPICAL #1 TYPICAL #2 TYPICAL #3
WATER EASEMENT PUBLIC UTILITY EASEMENT WATER EASEMENT REGISTERED
SCALE: 1"=20' SCALE: 1"=20' SCALE: 1"=20' LEGEND
PROFESSIONAL
SUBDIVISION BOUNDARY LAND SURVE OR
h
DESCH TES COUNTY SURVEY , INTERIOR LOT LINE
lb* ADJACENT LOT LINE (INFORMATIONAL ONLY)
'! 4'-.. - o� �S ZOZZ `I ��j/� J' - — — — — — - EASEMENT LINE, AS NOTED
OREGON
6.5 6.5 __- C--4' __ WE WATER EASEMENT JULY 10, 2007
I 1 --'- Cn �
� VARIES PUE PUBLIC UTILITY EASEMENT PATRICK GAGE COLE79157 CIVIL ENGINEERING � SURVEYING � PLANNING
VARIES VARIES `OCVE CLEAR VISION EASEMENT EXPIRES: 12/31/23 62930 O-B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
S:\Land Projects\210214—Reserve in the Pines, Phases II—IV\dwg\SURVEY\210214—PLAT.dwg Jan 07, 2022 — 10:21am SHEET 7 OF 8
UA
RESERVE IN THE PINES, PHASES R-2 AND R-3
A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.2007-30
LOCATED IN THE SOUTHWEST QUARTER (SW1/4), THE NORTHWEST QUARTER (NW1/4),
THE SOUTHEAST QUARTER (SE1/4) AND THE NORTHEAST QUARTER (NE1/4)
NORTH OF SECTION 11, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LAND USE PLANNING FILE NUMBER 01QP/02SU6-19
JANUARY 2022
DETAIL A DETAIL B
WATER ESMT. WATER ESMT.
SCALE: 1" = 20' SCALE: 1" = 20'
LOT 66 / LOT 67
� i 31
J
co
n
DETAIL L
CLEAR VISION ESMT.
SCALE: 1" = 20'
LOT 142
L42
2.00' 2.00'
DETAIL M
CLEAR VISION ESMT.
SCALE: 1" = 20'
2.00'
L43�,�
LOT 151
2.00'
DETAIL C
WATER ESMT.
SCALE: 1 " = 20'
LOT 68
LOT 69
DETAIL D
WATER ESMT.
SCALE: 1" = 20'
LOT 70
17 LOT 69
<7Y'
N.
v
DETAIL E
WATER ESMT.
SCALE: 1" = 20'
LOT 150
L16
h
DETAIL F
WATER ESMT.
SCALE: 1" = 20'
C72
L19JO" L18""-L17
TRACT K
DETAIL G
WATER ESMT.
SCALE: 1" = 20'
FC73
o
J
L/�
J
L22
LOT 138
DETAIL N DETAIL 0 DETAIL P DETAIL Q DETAIL R DETAIL S
CLEAR VISION ESMT. CLEAR VISION ESMT. CLEAR VISION ESMT. CLEAR VISION ESMT. CLEAR VISION ESMT. CLEAR VISION ESMT.
SCALE: 1" = 20' SCALE: 1" = 20' SCALE: 1" = 20' SCALE: 1" = 20' SCALE: 1" = 20' SCALE: 1" = 20'
LOT 164
C81 C82
L44 L45 2.00' 1.89' 1.89 C80 L47 1.19'
LOT 158 L48�' L49
LOT 165 1.54'
2.00' 2.00' L46 1.88 LOT 137 LOT 138
2.00' LOT 171
CURVE TABLE
CURVE
DISTANCE
RADIUS
DELTA
CHORD
CURVE
DISTANCE
RADIUS
DELTA
CHORD
Cl
62.92'
350.00'
10017'59"
S17012'04"W 62.83'
C43
10.80'
1215.00'
0030'34"
N12018'22"E 10.80'
C2
31.70'
350.00'
5011'22"
S19045'22'W 31.69'
C44
505.64'
1215.00'
23050'40"
N23058'25"E 502.00'
C3
20.66'
350.00'
3022'57"
S15028'13'W 20.66'
C45
129.86'
1032.00'
7012'36"
N85057'42"E 129.78'
C4
10.55'
350.00'
1 °43'40"
S12054'55"W 10.55'
C46
43.29'
1032.00'
2024'12"
N81 009'18"E 43.29'
C5
37.81'
968.00'
2014'17"
S83047'07"E 37.81'
C47
173.15'
1032.00'
9036'48"
N84045'36"E 172.95'
C6
48.06'
968.00'
2050'41"
S86019'36"E 48.05'
C48
49.86'
1279.00'
2014'01"
N13010'05"E 49.86'
C7
48.01'
968.00'
2050'29"
S89°10'11"E 48.00'
C49
66.00'
1279.00'
2057'24"
N15045'47"E 65.99'
C8
48.07'
968.00'
2050'43"
N87059'13"E 48.06'
C50
60.00'
1279.00'
204 1"6"
N18035'07"E 59.99'
C9
48.25'
968.00'
2051'22"
N85008'11"E48.25'
C51
175.86'
1279.00'
7052'41"
N15059'25"E 175.72'
C10
48.56'
968.00'
2052'28"
N82016'16"E 48.56'
C52
19.33'
10.00,
110043'49"
N24026'26W 16.46'
C11
14.87'
968.00'
0052'49"
N80023'37"E 14.87'
C53
35.14'
218.00'
9014" 3"
N84025'27'W 35.11'
C12
33.90'
1032.00'
1052'56"
S80053'40"W 33.90'
C54
185.91'
968.00'
11000'14"
S85°27'19'W 185.62'
C13
54.49'
1032.00'
3001'30"
S83020'53"W 54.48'
C55
109.94'
1000.00,
6017'56"
S85048'57"E 109.88'
C14
54.18'
1032.00'
3000'29"
S86021'53"W 54.17'
C56
193.40'
1000.00,
11004'52"
N85029'39"E 193.10'
C15
55.63'
1032.00'
3005'19"
S89024'47"W 55.63'
C57
303.34'
1000.00,
17022'49"
N88038'37"E 302.18'
C16
293.64'
968.00'
17022'49"
N88038'37"E 292.51'
C58
192.05'
1000.00,
1100014"
S85027'19'W 191.76'
C17
198.20'
1032.00'
11000'14"
S85027'19"W 197.90'
C59
65.31'
250.00'
14058'02"
N81033'32"W 65.12'
C18
41.00'
282.00'
8019'49"
N84052'39"W 40.96'
C60
16.05'
1247.00'
0044'15"
N35031'37"E 16.05'
C19
28.62'
50.00'
32047'50"
S72004'06"W 28.23'
C61
305.12'
1247.00'
14001'09"
N28008'55"E 304.36'
C20
40.82'
50.00,
46046'31"
N33013'48"W 39.70'
C62
197.79'
1247.00'
9005'16"
N16035'43"E 197.58'
C21
21.37'
50.00'
24029'35"
N02024'15"E 21.21'
C63
518.96'
1247.00'
23050'40"
N23058'25"E 515.22'
C22
40.02'
50.00'
45051'19"
N37034'41"E 38.96'
C64
120.58'
1279.00'
5024'06"
N25032'15"E 120.53'
C23
18.00'
50.00,
20037'37"
N70049'10"E 17.90'
C65
120.04'
1279.00'
5022'40"
N30055'38"E 120.00'
C24
120.21'
50.00'
137045'02"
N12015'27"E 93.28'
C66
240.62'
1279.00'
10046'45"
N28013'35"E 240.27'
C25
56.00'
1100.00,
2055'01"
N34026'14"E 55.99'
C67
74.76'
1032.00'
4009'02"
S84044'30"E 74.74'
C26
56.00'
1100.00,
2055'01"
N31031" 3"E 55.99'
C68
28.47'
282.00'
5047'02"
N77049'14'W 28.46'
C27
56.00'
1100.00,
2055'01"
N28036'13"E 55.99'
C69
7.33'
50.00'
8024" 8"
N10026'53"E 7.33'
C28
56.00'
1100.00,
2055'01"
N25041'12"E 55.99'
C70
8.08'
50.00'
9015'22"
N19016'43"E 8.07'
C29
56.00'
1100.00,
2055'01"
N22046'11"E 55.99'
C71
7.86'
50.00'
9000,091,
N65000'25"E 7.85'
C30
56.00'
1100.00,
2055'01"
N19051'10"E 55.99'
C72
5.00'
968.00'
0017'45"
S85003'11"W 5.00'
C31
56.00'
1100.00,
2055'01"
N16056'10"E 55.99'
C73
3.07'
1032.00'
0010'14"
N89028'53"E 3.07'
C32
56.00'
1100.00,
2055'01"
N14001'09"E 55.99'
C74
8.70'
1032.00'
0028'59"
S86034'31"E 8.70'
C33
9.78'
1100.00,
0030'34"
N12018'22"E 9.78'
C75
6.19'
1279.00'
0016'39"
N19047'26"E 6.19'
C34
457.78'
1100.00,
23050'40"
N23058'25"E 454.48'
C76
10.90,
1215.00'
0030'51"
N21 °34'06"E 10.90'
C35
61.85'
1215.00'
2055'01"
N34026'14"E 61.85'
C77
5.00'
1215.00'
0014'09"
N21056'36"E 5.00'
C36
61.85'
1215.00'
2055'01"
N31 °31'13"E 61.85'
C78
7.66'
1215.00'
0021'41"
N21 °07'50"E 7.66'
C37
61.85'
1215.00'
2055'01"
N28036'13"E 61.85'
C79
5.00'
1215.00'
0014'09"
N20049'55"E 5.00'
C38
61.85'
1215.00'
2055'01"
N25041'12"E 61.85'
C80
1.88'
1279.00'
0005'03"
N33034'26"E 1.88'
C39
61.85'
1215.00'
2055'01"
N22046'11"E 61.85'
C81
1.55'
1032.00'
0005'09"
S86046'26"E 1.55'
C40
61.85'
1215.00'
2055'01"
N19051'10"E 61.85'
C82
1.19,
1032.00'
0003'57"
N89032'02"E 1.19'
C41
61.85'
1215.00'
1 2055'01" 1
N 16056"1 WE 61.85'
C83
1.37'
1279.00' 1
0°03'41"
N19053'55"E 1.37'
C42
61.85'
1215.00'
1 2055'01"
N14001'09"E 61.85'
C84
1.63'
1279.00' 1
0004'22"
N22052'24"E 1.63'
S: \Land Projects\210214-Reserve in the Pines, Phases I[-IV\dwg\SURVEY\210214-PLAT.dwg Jan 07, 2022 - 10: 22am
DETAIL H
WATER ESMT.
SCALE: 1" = 20'
C74
Lq13
J
LOT
DETAIL I
WATER ESMT.
SCALE: 1" = 20'
�L26
v 1 LOT 141
cv
L28
DETAIL T
CLEAR VISION ESMT.
SCALE: 1" = 20'
1.37'
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N82039'59"W
35.64'
L27
N17014'29"E
6.88'
L2
N82039'591W
38.28'
L28
S59004'31 "E
2.92'
L3
N82039'59"W
40.92'
L29
S68003'24"E
9.00,
L4
S74004'31 "E
34.25'
L30
S21056'36"W
5.00,
L5
N12003'05"E
59.28'
L31
N68003'24"W
9.00,
L6
N12003'05"E
71.35'
L32
N69010'05"W
9.00,
L7
N72056'39"E
8.56'
L33
S69010'05"E
9.00,
L8
S17'03'21"E
6.50'
L34
S20049'55"W
5.00'
L9
N 17°03'21 "W
6.50'
L35
S35053'45"W
6.13'
L10
N72056'39"E
12.89'
L36
N59004'31"W
20.00'
L11
N72056'39"E
11.94'
L37
S30055'29W
27.18'
L12
N72056'39"E
8.11'
L38
S00020'17"W
24.19'
L13
S59004'31 "E
12.48'
L39
N59004'31 "W
7.69'
L14
N30055'29"E
6.50'
L40
S30055'29'W
13.01'
L15
S59004'31 "E
8.08'
L41
S00020'17"W
15.12'
L16
S30055'29'W
1.34'
L42
S75055'29'W
2.83'
L17
S04056'49"E
2.60'
L43
N14004'31"W
2.83'
L18
S85003'54"W
5.00'
L44
S75055'29'W
2.83'
L19
N04056'49"W
2.60'
L45
N14004'31"W
2.83'
L20
S12003'05"W
6.19'
L46
N78024'37"E
2.79'
L21
N12003'05"E
6.86'
L47
N12044'19'W
2.60'
L22
S77056'55"E
3.00'
L48
N37025'13"W
2.01'
L23
N12003'05"E
6.19'
L49
N50042'07"E
1.86'
L24
S77056'55"E
8.60'
L50
N19039'08"W
2.12'
L25
S12003'05"W
4.88'
L51
N71 °51'21 "E
2.13'
L26
N72045'31 "W
1 2.56'
�{v` t'�: !-. <, ,�.� �p i..g:' tlY:
3 LLltQ 4F3'+ 9 l fv
�x
DETAIL J
WATER ESMT.
SCALE: 1" = 20'
LOT 134
L33 Ci
v
LOT 133 ^o
v4,
L29 v
DETAIL U
CLEAR VISION ESMT
SCALE: 1" = 20'
►-L50
C84 1.63'
LOT 141
/IL51
LOT 157
DETAIL X
WATER ESMT.
SCALE: 1" = 20'
LOT 155 /
TRACT L o�
U
DETAIL K
WATER ESMT.
SCALE: 1" = 20'
LOT 121 f
h
l `
h
DETAIL V
WATER ESMT.
SCALE: 1" = 20'
LOT 147
DETAIL W
WATER ESMT.
SCALE: 1" = 20'
i
�� 8S•�.
LOT 163
LOT 146 i 3�
DETAIL Y
WATER ESMT.
SCALE: 1" = 20'
LOT 160
A)
TRACT L
LOT 154
DETAIL Z
WATER ESMT.
SCALE: 1" = 20'
i i=rFrvn
INTERIOR LOT LINE
- - - - - - - - EASEMENT LINE AS NOTED
LOT 161
.D
6S'
REGISTERED
PROFESSIONA
LAND SURV Y
� TtL
OREGON
J U LY 10, 2007
PATRICK GAGE COLE CIVIL ENGINEERING I SURVEYING I PLANNING
79157
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
EXPIRES: 12/31/23 PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 8 OF 8
C� 20750