HomeMy WebLinkAboutSurvey 21374Deschutes County Official Records
Steve Dennison, County Clerk 20! 24-21610
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ET 1 OF 7 01530137202400216100070075
SURVEYOR'S CERTIFICATE o-PEAT Cnt=1 Pgs=7 Stn=4 08/2012024 03:11 PM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00
I, JACOB ALLEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF "PETROSA,
PHASE 56", BEING A REPLAT OF A PORTION OF TRACT '0' OF "PETROSA, PHASE 2", AND OTHER LANDS LOCATED IN THE NORTHEAST QUARTER, OF SECTION 23, TOWNSHIP 17 SOUTH,
RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT BEING A FOUND 5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." LOCATED AT THE SOUTHEAST CORNER OF TRACT 'L' OF
"PETROSA, PHASE 2", RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER 2021-36791, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE EASTERLY BOUNDARY OF SAID
PLAT ON THE FOLLOWING COURSES: NORTH 00'13'07" WEST 107.00 FEET; THENCE NORTH 8946'53" EAST 26.46 FEET; THENCE NORTH 00'13'07" WEST 60.00 FEET; THENCE SOUTH
89046'53" WEST 1.00 FOOT; THENCE NORTH 0013'07" WEST 132.00 FEET; THENCE NORTH 89046'53" EAST 127.00 FEET; THENCE NORTH 0013'07" WEST 203.22 FEET; THENCE ALONG A
CURVE TO THE LEFT WITH A RADIUS OF 257.00 FEET, A CENTRAL ANGLE OF 29*49'49"1 AN ARC LENGTH OF 133.80 FEET, AND A CHORD OF NORTH 15'08'01" WEST 132.30 FEET TO
THE SOUTHERLY BOUNDARY OF "PETROSA, PHASE 5A", RECORDED JUNE 25, 2024, AS INSTRUMENT NUMBER 2024-15936, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG
SAID SOUTHERLY PLAT BOUNDARY ALONG THE FOLLOWING COURSES: NORTH 65'00'16" EAST 120.65 FEET; THENCE NORTH 50'08'24" EAST 69.76 FEET; THENCE SOUTH 80'35'15" EAST
60.00 FEET; THENCE NORTH 09'24'45" EAST 9.53 FEET; THENCE ALONG A NON —TANGENT CURVE TO THE LEFT WITH A RADIUS OF 530.00 FEET (RADIUS POINT BEARS NORTH
0610'03" EAST), A CENTRAL ANGLE OF 6'07'28" AN ARC LENGTH OF 56.65 FEET, AND A CHORD OF SOUTH 86'53'41 " EAST 56.63 FEET; THENCE SOUTH 89957'25" EAST 108.46 FEET;
THENCE ALONG A NON —TANGENT CURVE TO THE LEFT WITH A RADIUS OF 230.00 FEET (RADIUS POINT BEARS NORTH 89-37-46" EAST), A CENTRAL ANGLE OF 5'41'27", AN ARC
LENGTH OF 22.84 FEET, AND A CHORD OF SOUTH 0312'57" EAST 22.83 FEET, THENCE SOUTH 89'46'53" WEST 105.25 FEET, THENCE SOUTH 0013'07" EAST 98.00 FEET, THENCE
SOUTH 32'30'33" EAST 189.27 FEET, THENCE NORTH 89'46'53" EAST 170.00 FEET; THENCE NORTH 0013'07" WEST 9.05 FEET, THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS
OF 230.00 FEET, A CENTRAL ANGLE OF 0'45'38" AN ARC LENGTH OF 3.05 FEET, AND A CHORD OF NORTH 00'35'56" WEST 3.05 FEET; THENCE NORTH 89'46'53" EAST 110.02 FEET;
THENCE LEAVING SAID SOUTHERLY PLAT BOUNDARY, SOUTH 0013'07" EAST 285.00 FEET; THENCE SOUTH 89'4653" WEST 68.00 FEET; THENCE SOUTH 00013'07" EAST 178.13 FEET TO
A POINT ON THE NORTHERLY RIGHT—OF—WAY LINE OF BUTLER MARKET ROAD (40.00 FEET FROM THE CENTER QUARTER LINE OF SAID SEC11ON 23); THENCE ALONG SAID NORTHERLY
RIGHT—OF—WAY LINE (40.00 FEET FROM SAID CENTER QUARTER LINE AND VARYING IN WIDTH FROM CENTERLINE), SOUTH 89-52-54" WEST 520.56 FEET TO AN ANGLE POINT, THENCE
CONTINUING ALONG SAID RIGHT—OF—WAY LINE, SOUTH 13'45'05" WEST 10.08 FEET TO AN ANGLE POINT (30.00 FEET FROM CENTERLINE); THENCE CONTINUING ALONG SAID
RIGHT—OF—WAY LINE (30.00 FEET FROM CENTERUNE), SOUTH 89'46'53 WEST 192.47 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG SAID RIGHT—OF—WAY LINE (VARYING IN
WIDTH FROM CENTERLINE), NORTH 0013'07" WEST 20.00 FEET TO AN ANGLE POINT (50.00 FEET FROM CENTERLINE); THENCE CONTINUING ALONG SAID RIGHT—OF—WAY LINE (50.00
FEET FROM CENTERLINE), SOUTH 8946'53" WEST 1.00 FOOT TO THE INITIAL POINT. S f2 zoz
REGISTERED
THE ABOVE TRACT OF LAND CONTAINS 9.08 ACRES, MORE OR LESS. PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
SURVEYOR'S NARRATIVE- RENEWS: 12 31 25
THE PURPOSE OF THIS SURVEY IS TO REPEAT A PORTION OF TRACT '0' OF 'PETROSA, PHASE 2'; AND OTHER LANDS INTO LOTS, TRACTS, ROADS, AND EASEMENTS, AS SHOWN
HEREON.
BOUNDARY DETERMINATION FOR LINES IN COMMON WITH LOTS, TRACTS, AND RIGHTS —OF —WAY, OF "PETROSA, PHASE 2" AND "PETROSA, PHASE 5A" WERE DETERMINED FROM SAID
PLATS, ALL DATA AND MONUMENTS WERE HELD FROM SAID PLATS.
THE CENTERLINE, OF NE BUTLER MARKET ROAD, AND PORTION OF THE NORTH RIGHT—OF—WAY LINE OF SAID NE BUTLER MARKET ROAD THAT IS PARALLEL WITH AND 30.00 FEET
NORTH OF SAID CENTERLINE WERE ESTABLISHED PER COUNTY SURVEY 20165, AND BY HOLDING THE FOUND PLAT MONUMENT ALONG SAID RIGHT—OF—WAY, PER "PETROSA, PHASE 1".
THE CENTER EAST —WEST SECTION LINE OF SECTION 23 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE CENTER 1/4 CORNER PER "PETROSA, PHASE 1% AND THE
FOUND MONUMENT AT THE CENTER —EAST 1/16TH CORNER PER COUNTY SURVEY 06982. THE SOUTH LINE OF INSTRUMENT NUMBER 2022-34699, DESCHUTES COUNTY OFFICIAL
RECORDS, BEING A POR11ON OF THE NORTH RIGHT—OF—WAY OF NE BUTLER MARKET ROAD DEDICATED ON JULY 6, 1989, PER VOLUME 187, PAGE 1424, DESCHUTES COUNTY
OFFICIAL RECORDS, WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 40.00 FEET NORTH OF SAID CENTER EAST —WEST SEC11ON LINE, PER SAID INSTRUMENT.
THE PORTION OF THE NORTH LINE OF NE BUTLER MARKET ROAD WHERE IT CHANGES FROM BEING PARALLEL WITH THE CENTERLINE OF SAID ROAD, AND PARALLEL WITH THE CENTER
EAST —WEST SECTION LINE OF SECTION 23 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS PER COUNTY SURVEY 02737 FOR LINE INTERSECTING SAID RIGHT—OF—WAY LINES.
THE REMAINING LINES ARE PER THE DECLARANT OF THIS PLAT.
THE BASIS OF BEARINGS A FOR THIS PLAT ARE BASED ON SAID "PETROSA, PHASE 2", THE EAST LINE OF TRACT 'N' OF SAID "PETROSA, PHASE 2" IS NORTH 0013'07" WEST.
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, IS THE OWNER OF THE LAND SHOWN ON THIS
PLAT AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, TRACTS, ROADS
AND EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHTS —OF —WAYS OF NE SUCHY STREET, NE OAKSIDE LOOP, NE FINCH
AVENUE, AND NE BUTLER MARKET ROAD;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN AND NOTED HEREIN, AS EASEMENT AREAS FOR THE INSTALLATION AND
MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR
EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR
DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE
REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL
OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE
PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN
THE PUE;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC ACCESS EASEMENT (PAE) OVER THE ENTIRETY OF TRACT '000', AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE BENEFIT OF ADJOINING LOTS, EXISTING ADJOINING LOTS OF PREVIOUS PHASES, AND FUTURE ADJOINING LOTS OF SUBSEQUENT PHASES, THE 2.50
FOOT WIDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENTS (PRSDE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS THE PRIVATE UTILITY EASEMENTS (PRUE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS AND TRACTS THE PRIVATE STORM DRAINAGE EASEMENTS (PSDE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS, AND FUTURE ADJOINING LOTS OF SUBSEQUENT PHASES, THE RETAINING WALL EASEMENT (RWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "PETROSA, PHASE 5B", HENCEFORTH TO BE SO KNOWN.
(SEE SHEET 2 FOR SIGNATURE)
PETROSA PHASE 5B.
A REPEAT OF A PORTION OF TRACT '0' OF "PETROSA, PHASE 2", .AND
OTHER LANDS LOCATED,:. IN THE, NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WLLAMETTE MERIDIAN,
CITY OF BEND,- DESCHUTES COUNTY, OREGON
JU LY 30, 2024
PLAT NOTES PZ-20-0235
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ-20-0235.
2. TRACTS 'MMM', 'NNN', AND 'PPP' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACT 'MMM' IS SUBJECT TO PUBLIC
UTILITY EASEMENT (PUE) OVER ITS ENTIRETY, AND A PRIVATE UTILITY EASEMENT (PRUE) OVER ITS ENTIRETY TO BENEFIT THE ADJOINING LOTS.
3. TRACT '000' IS A PRIVATE ALLEY TRACT. SAID TRACT SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION, AND IS SUBJECT TO A PUBLIC ACCESS EASEMENT
(PAE) AND A PRIVATE STORM DRAINAGE EASEMENT (PSDE) OVER ITS ENTIRETY TO BENEFIT THE ADJOINING LOTS.
4. THIS PLAT IS SUBJECT TO REGULATIONS, INCLUDING LEVIES, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF THE CENTRAL OREGON
IRRIGATION DISTRICT.
5. THIS PLAT IS SUBJECT TO THE PETROSA ANNEXATION AGREEMENT, RECORDED MARCH 12, 2020, AS INSTRUMENT NUMBER 2020-11217, DESCHUTES COUNTY OFFICIAL RECORDS
AMENDED BY THE FIRST AMENDMENT TO PETROSA ANNEXATION AGREEMENT, RECORDED JUNE 22, 2021, AS INSTRUMENT NUMBER 2021-37248, DESCHUTES COUNTY OFFICIAL RECORDS.
6. THIS PLAT IS SUBJECT TO THE DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR PETROSA RESIDENTIAL, RECORDED MARCH 22, 2021, AS
INSTRUMENT NUMBER 2021-18057, DESCHUTES COUNTY OFFICIAL RECORDS. SAID COVENANTS, CONDITIONS AND RESTRICTIONS SET FORTH ABOVE CONTAIN, AMONG OTHER THINGS,
LEVIES AND ASSESSMENTS OF PETROSA RESIDENTIAL OWNER'S ASSOCIATION. THE NOTICE OF HOMEOWNERS ASSOCIATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER
2021-53569, DESCHUTES COUNTY OFFICIAL RECORDS. THE DECLARATION OF ANNEXATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER 2021-53573, DESCHUTES COUNTY
OFFICIAL RECORDS. AND THE DECLARATION OF ANNEXATION, RECORDED MARCH 16, 2023, AS INSTRUMENT NUMBER 2023-05783, DESCHUTES COUNTY OFFICIAL RECORDS.
7. THIS PLAT IS SUBJECT TO EASEMENTS, INCLUDING THE TERMS AND PROVISIONS THEREOF CONTAINED IN THE DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS AND
EASEMENTS FOR PETROSA RESIDENTIAL, RECORDED MARCH 22, 2021, AS INSTRUMENT NUMBER 2021-18057, DESCHUTES COUNTY OFFICIAL RECORDS. SAID INSTRUMENT FURTHER
DESCRIBES TERMS AND PROVISIONS OF EASEMENTS GRANTED ON PREVIOUS PHASES OF PETROSA.
8. THIS PLAT IS SUBJECT TO THE BYLAWS OF PETROSA RESIDENTIAL OWNERS ASSOCIATION, RECORDED MARCH 22, 2021, AS INSTRUMENT NUMBER 2021-18079, DESCHUTES COUNTY
OFFICIAL RECORDS. THE NOTICE OF HOMEOWNER'S ASSOCIATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER 2021-53569, DESCHUTES COUNTY OFFICIAL RECORDS.
AMENDED BY THE FIRST AMENDMENT TO BYLAWS OF PETROSA RESIDENTIAL OWNERS ASSOCIATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER 2021-53570, DESCHUTES
COUNTY OFFICIAL RECORDS. AND THE DECLARATION OF ANNEXATION TO PETROSA RESIDENTIAL, RECORDED MARCH 16, 2023, AS INSTRUMENT NUMBER 2023-05783, DESCHUTES COUNTY
OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO IRRIGATION FACILITIES EASEMENTS, TO BENEFIT THE CENTRAL OREGON IRRIGATION DISTRICT, PER "PETROSA, PHASE 2", AS SHOWN HEREON (E3). AMENDED BY
THE AGREEMENT FOR THE GRANTS OF NEW EASEMENTS AND THE RELEASE AND QUIT CLAIM OF EXISTING EASEMENTS, RECORDED APRIL 24, 2024, AS INSTRUMENT NUMBER 2024-10056,
DESCHUTES COUNTY OFFICIAL RECORDS, AND RE —RECORDED AS INSTRUMENT NUMBER 2024-12028, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT_ IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT. AGREEMENT, RECORDED SEPTEMBER 5, 2023, AS INSTRUMENT NUMBER 2023-22020, DESCHUTES COUNTY OFFICIAL
RECORDS.
11. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED FEBRUARY 8, 2024, AS INSTRUMENT NUMBER 2024-03089, DESCHUTES COUNTY OFFICIAL
RECORDS.
12. THIS PLAT IS SUBJECT TO A SECURITY AND IMPROVEMENT AGREEMENT, RECORDED APRIL 2, 2024, AS INSTRUMENT NUMBER 2024-07949, DESCHUTES COUNTY OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED APRIL 15, 2024, AS INSTRUMENT NUMBER 2024-09170, DESCHUTES COUNTY
OFFICIAL RECORDS.
14. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR THE GRANTS OF NEW EASEMENTS AND THE RELEASE AND QUIT CLAIM OF EXISTING EASEMENTS, RECORDED APRIL 24, 2024, AS
INSTRUMENT NUMBER 2024-10056, DESCHUTES COUNTY OFFICIAL RECORDS, AND RE —RECORDED AS INSTRUMENT NUMBER 2024-12028, DESCHUTES COUNTY OFFICIAL RECORDS. AS
SHOWN HEREON (E2), BEING THE NEW EASEMENTS DESCRIBED IN EXHIBITS C-1 AND D-1, AND DEPICTED ON C-2 AND D-2, AND A PORTION OF THE NEW EASEMENT DESCRIBED IN
EXHIBIT B-1 AND DEPICTED ON EXHIBIT B-2 OF SAID INSTRUMENT.
15. THIS PLAT IS SUBJECT TO THE PUBLIC U11UTY EASEMENTS, RECORDED JUNE 3, 2024, AS INSTRUMENT NUMBER 2024-13831, DESCHUTES COUNTY OFFICIAL RECORDS. THE EASEMENT
DESCRIBED IN EXHIBIT A-1 AND DEPICTED ON EXHIBIT B-1, LIES ENTIRELY WITHIN THE RIGHT—OF—WAY DEDICATION OF NE SUCHY STREET, AND THE EASEMENT DESCRIBED IN EXHIBIT
A-2 AND DEPICTED ON EXHIBIT B-2, LIES ENTIRELY WITHIN THE RIGHT—OF—WAY DEDICATION OF NE OAKSIDE LOOP. SAID INSTRUMENT NOTES ANY PORTION OF THE EASEMENTS THAT
ARE LATER DEDICATED AS RIGHT—OF—WAY SHALL AUTOMATICALLY BE RELEASED. SAID EASEMENTS ARE NOT SHOWN HEREON.
16. "PETROSA, PHASE 5B" HAS AN ADJUDICATED 3.53 ACRES OF WATER RIGHTS ON CERTIFICATES ISSUED TO COID. OF THOSE ACRES, 3.53 ACRES OF WATER RIGHT HAVE BEEN QUIT
CLAIMED TO COID. THE 3.53 ACRES OF WATER RIGHTS REMAIN APPURTENANT TO THIS LAND UNTIL COMPLETION OF WATER RIGHT TRANSFERS TO REMOVE THE 3.53 ACRES FROM THE
DESCRIBED PARCEL. UPON ISSUANCE OF ORDERS BY OWRD, NO WATER RIGHTS WILL REMAIN WITHIN THE BOUNDARIES OF THIS PLAT.
SHEET INDEX
1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, DECLARATION, AND
PLAT NOTES
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, POST MONUMENTATION
NOTE, APPROVALS, CONSENT AFFIDAVIT, AND ASSESSOR'S
CERTIFICATE
3. PLAT BOUNDARY
4. LOTS 312-319, 336-338 AND A PORTION OF TRACTS 'MMM' AND
'NNN'
5. LOTS 320-335, TRACT '000', AND A POR11ON OF TRACT 'MMM' AND
'NNN'
6. LOTS 339-350, TRACT 'PPP', A PORTION OF TRACT 'NNN', AND
REFERENCES
7. DETAILS
JOB NAME: PETROSA PH5B
JOB NUMBER: 6777
DRAWN BY: GR/JAC
CHECKED BY: JAC/MSK
DRAWING NO.: 6777 PH513 PLAT
PREPARED FOR-
PAHLISCH HOMES
210 SW NALSON AVENUE, /100
BEND, OR 97702
AKS ENGINEERING & FORESTRY, LLC
2777 LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
n
C*V
N
SHEET 3 OF 7
.NE BOULDER CREEK DRIVE
N09'24'4.5"E 9.53* '
/S80'*35"15"E 60.00'*
i0'08'24"E 69.76'*--� s-
/130
290 �
TRACT 'P' I
289 300
f
6'10'03"E (R)
C2 L=56.65'*
S89757'25"E 108.46* N89-37-46"E (R)
0 L=22.84'*
124 `�'29;,� �'L�• TRACT
123 .�Q16 RM 'MMM'
6�2.00'
122 312
313
121
i
314
120
.,,. 315
^
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0-
0-
PHASE 2 Z M
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292 '- S89046'53"W 105.251* 299
S0013907"E 98.00'*
293 298
"PEIR05
PHASE 5A
294
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�pl- DTL N0013 07" W
338 9.05'* DTL
< N
o
N89'46953"E 170
11 s
o
317
w
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339
o
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337
318
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NE DESERT JUNIPER LANE O J 335 TRACT w
324 W 321 'NNN'
115 � UDC � � cl)
S89046'53"W 1.00'** Z 325 322 334 342 =
V
DTL
N0013'07"W 60.00'** - - - - � cn
Z _ _
N89'46'53"E 26.46'**
N0013'07"W 107.00'**
100 1101 1102
INITIAL POINT
326
327
328
.
S89 46 53 W 1.00 **
103
FOUND 5/8" IR; -
CENTER 1 /4 CORNER DTL
PER R9; BEARS
FOUND 5/8" IR W/YPC
S13'45'05"W 0.32'; -_
INSCRIBED "AKS ENGR."; N0013'07"W 20.00'
HFL, DBC, NRS
o o
PER R19; HELD (NO013'07"W 20.00')R19 0 , "
S89 46 53 W 192.47
o
(S89'46'53"W)R18
1332.82' N89'52'54"E
(N89'53'05"E 1332.80')R1 (S89'58'11'W 1332.80')R2,R4,R12
(S89'48'04"E 1332.88')R3 (S89'52'00"W 1332.79')R5
(S89'51'42"W 1332.81')R7 (N89'53'49"E 1332.80')R8,R10
(S89'52'00"E 1332.94')R9 (1331.9')R11 (S89048'04'E 1332.88')R13
(N89'51'15"E 1332.86)R14 (N89-58'11"E 1332.85')R17
(89053'31 "E 1332.80')R18
ABBREVIATIONS
• RECORD AND MEASURED DATA PER R22
**
RECORD AND MEASURED DATA PER R21
W/YPC
WITH A YELLOW PLASTIC CAP
W/OPC
WITH AN ORANGE PLASTIC CAP
IR
IRON ROD
HFL
HELD FOR LINE
DBC
DESTROYED BY CONSTRUCTION
NRS
NOT RESET THIS SURVEY
REF MON
REFERENCE MONUMENT
VAR
VARIABLE WIDTH
(R)
RADIAL
DTL
SEE DETAIL SHEET 7
OCRR
OREGON CORNER RESTORATION RECORD
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
C/L CENTERLINE
333 343
329 330 331 332
FOUND 5/8" IR W/YPC INSCRIBED 344 'PPP'
"PLS 1642"; PER R9; BEARS TRACT PPP
N13045'05"E 0.35'; HFL, DBC, NRS
0
S13'45105"W 10.08' > m S89'52'54"W 520.56'
(S13'43'58"W 10 30')R9 - (S89 52 00 W)R9,R16 --
PETROSA PHASE 5B
A REPEAT OF A PORTION OF TRACT '0' OF °PETROSA, PHASE 2", AND
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JU LY 30, 2024
PZ-20-0235
297
345
46'53"E 110.02'*
-k�"ll'i
349 0
cotri
348
"
0
347 0
cn
�mo
W
w�
M
�C6
o �
cn
CENTERLINE
o (S13'43'58'W)R16 (S89'53'31 "W)R18,R20 0 0 o z_
M o (S13'45'05"W 10.43')R18 NE BUTLER MARKET ROAD N
W
CENTER EAST -WEST
SECTION LINE
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR"
O FOUND 5/8' IR W/YPC INSCRIBED "AKS ENGR."; PER R19; HELD
❑ FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R19; HELD, DBC, NRS
0 FOUND 5/8' IR W/YPC INSCRIBED "AKS ENGR."; PER R21, HELD
O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R22, HELD
O RM FOUND 5/8" IR W/OPC INSCRIBED 'AKS ENGR. REF MON"; PER R22, HELD
FOUND 1-1/8' COPPER DISK INSCRIBED "AKS ENGR."; PER R22, HELD
Oo FOUND MONUMENT AS NOTED
INST. 2022-13298
-S89'46'53"W
68.00'
NE FINCH AVENUE (PUBLIC)
1/4 CORNER
FOUND 2-1/2 ' BRASS CAP; PER
AND INSCRIBED AS SHOWN ON
OCRR 941; HELD
C-E 1 /16 CORNER
FOUND 5/8" IR; DOWN OX
IN ASPHALT, PER R15; HELD
�-- - - 23124-
1332.82' N89'5254"E
(N89053'05"E 1332.80')R1,R15
(S89'58'11"W 1332.81')R4,R6,R12
(S89'51'24'W 1332.85')R7 (1333.7')R11
(S89'48'04"E 1332.88')R13
(89'51'39"E 1332.84')R14
(N89'53'31 "E 1332.83')R18
S//,Zi2oZy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
2�
OREGON
MAY 11, 2021
JACOB AMEN CARSON
94570PL5
RENEWS:12/31/25
I01
SCALE: 1 "=100 FEET
�m - 6?%ii�
100 0 20 50 100
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
257.00'
29'49'49"
133.80'
N15'08'01 "W 132.30'
C2*
530.00'
6007'28"
56.65'
S86'53'41 "E 56.63'
C3*
230.00'
5'41'27"
22.84'
S03.12'57"E 22.83'
C4*
230.00
0045'38"
3.05'
N00'35'56"W 3.05'
PREPARED FOR,
PAHLISCH HOMES
210 SW NALSON AVENUE, #100
BEND, OR 97702
CS 2 13'7 4
SHEET 4 OF 7
DESCHUTES COUPSURVEYOR
.,w
F-1�@ 08 �l 20� gY. o � � (' �1S
S80-35'15-E
6n fin.,.
PETROSA PHASE 5B
A REPEAT OF A PORTION OF TRACT '0' OF "PETROSA, PHASE 2", AND
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JULY 309 2024
PZ-20-0235
NE BOULDER CREEK DRIVE o
C2 L=56.65'*
CONTINUED ON SHEET 5
S89'57'25" E 108.469*
`r01
340 �
Z
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR.„; PER POST MONUMENTATION
NOTE (SEE SHEET 2)
■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION
NOTE (SEE SHEET 2)
16 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.'°; PER R21, HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R22, HELD
):( FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR"; PER R22, HELD
O RM FOUND 5/8" IR W/OPC INSCRIBED "AKS ENGR. REF MON"; PER R22, HELD
A FOUND 1-1 /8" COPPER DISK INSCRIBED "AKS ENGR."; PER R22, HELD
ABBREVIATIONS
• RECORD AND MEASURED DATA PER R22
•" RECORD AND MEASURED DATA PER R21
W/YPC WITH A YELLOW PLASTIC CAP
w/ni c WITH A 2-INCH ALUMINUM CAP
W/OPC
WITH AN ORANGE PLASTIC CAP
IR
IRON ROD
REF MON
REFERENCE MONUMENT
PUE
PUBLIC UTILITY EASEMENT
PRUE
PRIVATE UTILITY EASEMENT
PRSDE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
PSDE
PRIVATE STORM EASEMENT
SF
SQUARE FEET
DTL
SEE DETAIL SHEET 7
INST.
INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
(TYP)
TYPICAL
E2
IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INST.
2024-12028
E3
IRRIGATION FACILITIES EASEMENT, BENEFITING THE
CENTRAL OREGON IRRIGATION DISTRICT, PER
"PETROSA, PHASE 2"
g//Z/ Zoz tl
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALIEN CARSON
94570PLS
RENEWS: 12 31 25
PSDE LINE TABLE
LINE
BEARING
LENGTH
L8
N0013'07"W
22.00'
L9
S89'46'53"W
22.00'
L10
N0013'07"W
32.00'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
257.00'
29049'49"
133.80'
N15008'01 "W 132.30'
C2*
530.00'
6007'28"
56.65'
S86053'41"E 56.63'
C3*
230.00'
5941'27"
22.84'
S0312'57"E 22.83'
C10
300.00'
937'52"
50.43'
SO4'35'49"W 50.37'
C400
270.00'
9037'52"
45.39'
N04035'49"E 45.33'
C401
330.00'
9037'52"
55.47'
N04'35'49"E 55.41'
C402
200.00'
17'42'34"
61.82'
N23057'53"W 61.57'
C403
200.00'
14053'29"
51.98'
S07'39'520E 51.83'
C404
257.00'
1'30'42"
6.78'
N00058'27"W 6.78'
C405
257.00'
1010'08"
45.61'
N06048'52"W 45.55'
C406
257.00'
8'47'20"
39.42'
N1617'37"W 39.38'
C407
257.00'
9021'39"
41.99'
S25022'06"E 41.94'
C408
200.00'
32'36'03"
113.80'
N16'31'08"W 112.27'
FIN
SCALE: 1 "= 40 FEET
40 0 8 20 40
PREPARED FOR
PAHLISCH HOMES
210 SW NALSON AVENUE, #100
BEND, OR 97702
c^
N
CS 2 1174-
SHEET 5 OF 7
LEGEND
0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION
NOTE (SEE SHEET 2)
SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION
NOTE (SEE SHEET 2)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R19; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.'; PER R19; HELD, DBC, NRS
A FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R21, HELD
0 FOUND MONUMENT AS NOTED
CONTINUED
ON SHEET
4
116
30.00'
319S89465W
TRACT 'MMM'30.00'
LLI
127.00,**
�
---•
9,762 SF
N89 46 53 E 107.00
J - i---------107.00 **_____------ •,----------
I
15.00'
OC
LJJ
I,
o' q
N;--8.00 323
-1 PUE �
o
�
�
320
4,494 SF
o
�
PUE
PEZE
30.00' I
30.00'
I 4,494 SF
o `�' o
'
N89 46'53"E 107.00'
N
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N89'46'53"E 107.00'
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N
�
D
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4,494 SF
T
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020.00'
Z
�L,89%46'53"E 107.00--------
________N89'46'53"E
107.00'-
0
Z
il-
o
z�
Q
_
PAE
PSDE
r
Z
I
o
W
i
C508 L=26.36
z
I O
1 " 325 06
o
cd
322
to
/
1 5,136 SF '�
`V
`�
5,135 SF
C506
L=5.05'
/
S89'46'53"W
1.00 ** DTL
---
' 107.00'
> >
TRACT 000
102.00'
N8946'53"E 228.00'
�
C507 L=31.41
PETROSA PHASE 5B
A REPEAT OF A PORTION Of TRACT '0' OF "PETROSA, PHASE 2", AND
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DULY 309 2024
PZ-20-0235
I 336
' -
I
'
I
I
�
10.00'
PSDE
-T------ N89'46'53"E 110.00'-
I
I
I
C ) I
I
I
I
I
� ; 335
N
6,820 SF
`o
I
o I �
I
_ I ______N89'46'53"E 110.00----____-
p I r�
M I
------
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1
o
jo
of
r o
0 10
I
Z jz
334
I
'
7,984 SF
c-i�
TRACT
1
�C501
I
'NNN'
L=31.83'
i
1.54 ACRES
N89'46'53"E 116.25'
I o
0 DBC, RAS
(PRIVATE ALLEY) G��
NE OAKSIDE LOOP (PUBLIC)
(sl C502 L7 i I
�`�� L=23.47
CO
o
2,640 SF
f
I
W
- -�O
M O -
p
`�
-
- - - - - -
N8946'53"E 228.00'
- -
�,
c��� C503 N89'46'53"E 128.360
G.
N89'46'53" E
Z 0
L=18.78---10.00'
V)
26.46'**
M
N89'46'53"E 228.00'
2.4s'
DTL
,,
i PSDE
h\y��,
Z
' 23.54'
38.00'
I I 44.00' I I 38.00' I I 44.00'
` .ram
I I 38.00' 1 1 C505 ,-'� `�
o
o I
n `� r',9s W 333 1
so `fl I
O
0
-----
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--------+----------
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- o 7,884 SF
sr ��
W
I I I I I I
"
I I I I N34 30 29 W
S Lq o
1 l`� 9 N a- o I
I v' 1
O
PSDE
200 I DTL
0
o
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o ''-'
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I I I I I I
o I o I o
t t I
I I I I I
I o I o 22.26 �
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1 ui I Sri N
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326
I rn I cn I rn
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0 327 0 328 0 329
I rn I rn oo
1 I
0 330 0 331 0
I y
I
; � o tL6
V
3
s
,ri I I
rn 1 I
o 3 610 SF
I ;� 4,180 SF I n 3,610 SF I 4,180 SF
I I I
I 3,610 SF I ;� 4,185 SF
I 1 '
I O
I N z
I�
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j�
; ► 1
1 �, I
10.00 -�1
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z
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PSDE\
o
cI
L3
10,482 SF
0O
Oo\
12
p-N
LU
INITIAL POINT
L4
38.00'
0'
44.038.0044.00'
Ll
38.0044.00'
I
148.46
S89'46'53"W
�---
---L--- --�
.-
---------
•`
---------- ---- ------------
__
N89'46'53"E 394.46' ------------------ ----------------- ----- �. -----
S89'46'53"W 614.46'
1.00'**
613.46'
DTL
(23.26')R19
(S89052'00"W 169.12')R5 0 0 0 °
o o ��
"PLS
N00"13 07 W
23.26 7.50' E1
DTL
" W
S89 46 53 W 169.21 N
FOUND 5/8" IR W/YPC INSCRIBED
1642"; S89'5f WW 520.56'
20 00'
'
S89'46'53"W 192.47' (S89'46'53"W)R18
PER R9; BEARS N13'45'05"E 0.35';
S13 45 05 W 10.08
HFL, DBC, NRS 3 0 "
o CD o (S89 53 31 W)R18,R20
(NO0'13'o7"W 20.00')R19
FOUND 5/8" IR;
0
PER R5;
FOUND 5/8" IR; PER R9; BEARS
(S13'45'05"W 10.43')R18 CENTERLINE ' BUTLER MARKET ROAD
BENT, TIED POE, DBC, NRS
S13 45 05 W 0.32 , HFL., DBC, NRS
CENTER EAST -WEST
SECTION LINE
N
SCALE: 1 "= 40 FEET
40 0 8 20 40
ABBREVIATIONS
**
RECORD AND MEASURED DATA PER R21
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
WITH A 2-INCH ALUMINUM CAP
IR
IRON ROD
PAE
PUBLIC ACCESS EASEMENT
PUE
PUBLIC UTILITY EASEMENT
PRUE
PRIVATE UTILITY EASEMENT
PRSDE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
PSDE
PRIVATE STORM EASEMENT
HFL
HELD FOR LINE
DBC
DESTROYED BY CONSTRUCTION
NRS
NOT RESET THIS SURVEY
RAS
RESET AS SHOWN
POE
POINT OF ENTRY
VAR
VARIABLE WIDTH
ROW DED
RIGHT-OF-WAY DEDICATION
SF
SQUARE FEET
DTL
SEE DETAIL SHEET 7
INST.
INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
(Typ)
TYPICAL
E1
PIPED IRRIGATION CANAL EASEMENT, BENEFITING
THE CENTRAL OREGON IRRIGATION DISTRICT, PER
INST. 2021-04259
E2
IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INST.
2024-12028
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C11
50.00'
90'00'00"
78.54'
N44'46'53"E 70.71'
C500
80.00'
90'00'00"
125.66'
N44'46'53"E 113.14'
C501
80.00'
22'47'57"
31.83'
N1110'51 "E 31.62'
C502
80.00'
1604823"
23.47'
N30059'01"E 23.38'
C503
80.00'
13*27'17"
18.78'
N46'06'52"E 18.74'
C504
80.00'
15'41'07"
21.90'
N60'41'03"E 21.83'
C505
80.00'
2115'16"
29.68'
N79'09'15"E 29.51'
C506
20.00'
14028'39"
5.05'
N82'32'33"E 5.04'
C507
20.00'
90900'00"
31.41'
N 44'4653"E 28.28'
C508
20.00'
75'31'21"
26.36'
N37'32'33"E 24.49'
8/tZ/zozi
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
ACOB ALLEN CARSON
94570P
RENEWS:12/31/25
PSDE LINE TABLE
LINE
BEARING
LENGTH
L1
N89'46'53"E
10.00'
L2
N0013'07"W
10.00'
L3
S8946'53"W
10.00'
L4
N89'46'53"E
10.00'
L5
S0013'07"E
8.72'
L6
N89046'53"E
10.00'
L7
S0013'07"E
20.00'
PREPARED FOR.
PAHLISCH HOMES
210 SW WILSON AVENUE, /100
BEND, OR 97702
CS 2 13'7 4
SHEET 6 OF 7
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4*
230.00'
0'45'38"
3.05'
N00735'56"W 3.05'
ywl
W
2
Ld
V)
71,
Ld
O
U
S32'30'33"E 189.271*
295
N89'46'53"E 170.001*
1
C4 L=3.05'*
DTL
I
------------ 110.00,---------- i - ; 30.00' i'r 30.00' �
I
o
N
339
I
I
I
I
to
; N
'l-
7,920 SF
i
--___-__-N89'46'53"E
110.00-------
I
-AL
---------------------------i-
N
340
i
I
I„
N
CD� 6,820 SF
u
`a
Na-�
I
-------
I
1
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I
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I
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rn
�
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I
co
N
I
rn
O
341
i CDWo
,oW
7,920 SF
M
ro
C)
I
o
cn
cn
__------N89'46'53"E
I
110.001------t-
--------------------------I-
I
I
8.00, -- +
PUE
342
I_
8,569 SIT
i h
I
I
N8946'53"E 110.00'
I
1
I
!
TRACT 'NNN' o
1.54 ACRES `V
N89946'53"E 110.00' I
I
I
I
I
I
Cl 343 ;N
`D o 6,820 SF i
Co � C
N PUE
r-
3::__-�-__N89'46'53"E 110.009
-------
2�--------------------- -
o I I
i� 1 I
CD L
Z O CV I O
344 N
W 6,820 SFco
o I
I
N89'46'53"E 110.00' I
------�------------------------- ----
S89046'53"W 614.46' 12.00'-��
613.46'
1 30.00'
S89752'54"W 520.56'
I 'b
U rn
04
J h
m N
W
I CCN
co
1 =
CD
IZ
0 0
rn a,
I cV
�
po
ui
to I
3-
0
0
En
I
PSDE LINE TABLE
LINE
BEARING
LENGTH
Li
N 00'13'07"W
22.22'
L12
N89'46'53"E
10.00'
L13
S0013'07"E
22.22'
RWE LINE TABLE
LINE
BEARING
LENGTH
L14
S0013'07"E
5.00'
L15
N89'46'53"E
4.00'
L16
N0013'07"W
5.00'
296
N89'46153"E 110.02'*
-T------------------------�--
I
00I3907"W 9.05'*
I
I
I O
0
350C-4
��
a; I
5,720 SF I Lo
�I
I
1
I
_4------- N89'46'53"E 110.00
-----------
I
10.00'
L-4--8.00 PSDE I
I
PUE I
349CD
I
I
6,820 SF
I
I
I
_ I
I
I
-NB9046'53"E 110.00-------I -
-+------------------------i-
I
I I
I
I
o 1
I
I
348 1 o
5,720 SF i �
L15Li I
I
_-N89'46'53"E 110.00'--- I�
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I I I
I I I
I
I
N;
I
I
^
0 347 ; N
`n I
o
1
�? 5,720 SF "'
I
I
c'4 a I I
- -4
1-
--N89'46'53"E 110.00------1
-t-� ---------------------
I
L13
I
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I
N L
o i
I
L12 "o
346 r
,�
`D
7,370 SF
I
I
I
I
I
S89'46'53"W
.-i
110.00'
42.00'
I o S89'4695391W 68.00'
CD
I N89'46'53"E 72.00'�
0
0
N89'46'53"E M
I 42.00'
I
I I
o
cd I
I
o �
0
to o j
co
0 345 0
� 3,990 SF ui
o
Z N89'4653"E I
42.00'
12.00' --_-----�'
30.00'
I W
w w
cV O'er .�
woo �•
oLoo
0
O
Li
0o
N
w
O
r
0
N
,�-L14
4.00'
RWE
�L11
NE FINCH AVENUE (PUBLIC)
M
n
W
0
T
0
V)
*--- 2.50'
PRSDE
(rn')
REMAINDER OF
INST. 2022-34699
--TRACT 'PPP'
12.00' 504 SF
11.13'
N89'46'53"E 42.00'
PETROSA PHASE 5B
A REPEAT OF A PORTION OF TRACT '0' OF "PETROSA, PHASE 2", AND
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JULY 309 2024
PZ-20-0235
ABBREVIATIONS
* RECORD AND MEASURED DATA PER R22
LEGEND W/YPC WITH A YELLOW PLAS11C CAP
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR" W/ALC WITH A 2-INCH ALUMINUM CAP
IR IRON ROD
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION
NOTE (SEE SHEET 2) PUE PUBLIC UTILITY EASEMENT
0 SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
NOTE (SEE SHEET 2) PSDE PRIVATE STORM EASEMENT
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R22, HELD RWE RETAINING WALL EASEMENT
�( FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR"; PER R22, HELD VAR VARIABLE WIDTH
ROW DED RIGHT-OF-WAY DEDICATION
SF SQUARE FEET
DTL SEE DETAIL SHEET 7
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
(TYP) TYPICAL
E1 PIPED IRRIGATION CANAL EASEMENT, BENEFITING
THE CENTRAL OREGON IRRIGATION DISTRICT, PER
INST. 2021-04259
E2 IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INST.
2024-12028
REFERENCES
( )R1 RECORD INFORMATION PER BOUNDARY SURVEY, BY GEORGE J. COOK, DATED MARCH 22, 1973, FILED AS COUNTY SURVEY 02705
( )R2 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD H. GRAUE, DATED MAY 1973, FILED AS COUNTY SURVEY 02722
( )R3 RECORD INFORMATION PER BOUNDARY SURVEY, BY WILLIAM W. HUDSON, DATED AUGUST 1965, FILED AS COUNTY SURVEY 02724
( )R4 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD H. GRAUE, DATED MAY 1973, FILED AS COUNTY SURVEY 02728
( )R5 RECORD INFORMATION PER BOUNDARY SURVEY, BY GARY L. DEJARNATT, FILED MAY 14, 1991, AS COUNTY SURVEY 02729
( )R6 RECORD INFORMATION PER BOUNDARY SURVEY, BY EDGAR W. GRAVES, DATED JUNE 17, 1980, FILED AS COUNTY SURVEY 02733
( )R7 RECORD INFORMATION PER MAJOR LAND PARTITION MJP-77-28, BY RICHARD L. BRYANT, RECORDED NOVEMBER 21, 1977, FILED AS COUNTY SURVEY 02735
( )R8 RECORD INFORMATION PER MINOR LAND PARTITION MP-87-6, BY RAYMOND E. OMAN, FILED JUNE 2, 1987, AS COUNTY SURVEY 02736
( )R9 RECORD INFORMATION PER MINOR LAND PARTITION MP-89-19, BY ROBERT M. KARL, FILED JULY 20, 1989, AS COUNTY SURVEY 02737
( )R10 RECORD INFORMATION PER MINOR LAND PARTITION MP-87-6, BY RAYMOND E. OMAN, FILED MAY 25, 1988, AS COUNTY SURVEY 02738
( )R11 RECORD INFORMATION PER BOUNDARY SURVEY, BY AUBREY E. PERRY, FILED AS COUNTY SURVEY 02739
( )R12 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD H. GRAUE, DATED JANUARY 1973, AND FILED AS COUNTY SURVEY 02740
( )R13 RECORD INFORMATION PER BOUNDARY SURVEY, BY WIWAM W. HUDSON, DATED MARCH 1963, AND FILED AS COUNTY SURVEY 02741
( )R14 RECORD INFORMATION PER MINOR LAND PARTITION MP--91-4, BY DAVID K. BATEMAN, FILED OCTOBER 28, 1991, AS COUNTY SURVEY 05038
( )R15 RECORD INFORMA11ON PER PLAT OF "EAST VILLA SECOND ADDITION", BY GEORGE J. COOK, RECORDED NOVEMBER 29, 1974, FILED AS COUNTY SURVEY 06982
( )R16 RECORD INFORMATION PER BOUNDARY SURVEY, BY ROBERT M. KARL, FILED JULY 28, 1992, AS COUNTY SURVEY 11159
( )R17 RECORD INFORMATION PER BOUNDARY SURVEY, BY MICHAEL W. TYE, FILED OCTOBER 16, 2003, AS COUNTY SURVEY 15578
( )R18 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, FILED MARCH 18, 2020, AS COUNTY SURVEY 20165
( )R19 RECORD INFORMA11ON PER PLAT OF "PETROSA, PHASE 1" BY MICHAEL S. KALINA, FILED FEBRUARY 1, 2021, AS COUNTY SURVEY 20443
( )R20 RECORD INFORMATION PER RECORD OF SURVEY BY MICHAEL S. KALINA, FILED MARCH 30, 2021, AS COUNTY SURVEY 20485
( )R21 RECORD INFORMA11ON PER PLAT OF "PETROSA, PHASE 2" BY MICHAEL S. KALINA, FILED JUNE 23, 2021 AS COUNTY SURVEY 20542
( )R22 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 5A" BY JACOB ALLEN CARSON, FILED JUNE 26, 2024, AS COUNTY SURVEY 21338
Iff
o (S89'S3'31"W)R18,R20 0 0 `" o SCALE: 1 "= 40 FEET
o
CENTER EAST -WEST
BUTLER MARKET ROAD SECTION LINE CENTERLINE >
_ - - - /- - - - 40 0 8 20 40
DiMHUM Ccom- Wflm(on
FCA /zlFI-2ozc gy �jl i� PREPARED FOR
PAHLISCH HOMES
� 210 SW WILSON AVENUE, #100
S/%2/Zed BEND, OR 97702
REGISTERED
PROFESSIONAL JOB NAME: PETROSA PH56 AKS ENgNEERING do FORESTRY, LLC
LAND SURVEYOR 2777 LOLO DR, STE 150
JOB NUMBER: 6777 BEND, OR 97703
f 541.317.8429
OREGON
DRAWN BY: GR JAC WWW•AKS-ENG.COM is
MAY 11, 2021
JACOB ALLEN CARSON CHECKED BY: JAC MSK 94570PLS ENGINEERING •SURVEYING •NATURAL RESOURCE:
RENEWS: 12 31 25 DRAWING NO.: 6777 PHSB PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
a
N
SHEET 7 OF 7
NE OAKSIDE LOOP
I
N89'46'53"E
19.31' ; 25.35' 5.34'
�2Q00, ;
'�
► E2
1� N►
103
co c� TRACT
326
' 'NNN'
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W
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N
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z
18.80' 28.20' -_-
28
------------ ----
TRACT 'L'
i--`y---
o N89'46'53"E 47.00
.
N00'3'07"W w
N8946'53"E 47.00' � ``' 1 7.50' o
NE BUTLER MARKET RD
TRACT'NNN'
E1 AND E2 DETAIL
1 "=20'
LLI
tl) W
W a
02
W =)
Z -3
N89'46'S3"W 1.00 1NE OAKSIDE LOOP
I
LOT 325
MONUMENT DETAIL
SCALE 1 "=10'
PETROSA PHASE 5B
A REPEAT OF A PORTION OF TRACT '0' OF "PETROSA, PHASE 2", AND
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAME MERIDIAN,
NE OAKSIDE LOOP CITY OF BEND, DESCHUTES COUNTY, OREGON
JU LY 309 2024
S89'46'53"W
N PZ-20-0235
15.70'
296
Lu
t15.70'
�; PSDE C4 L=3.05
TRACT o061
' N 326 N00'13'o7"W 350
NNN �- , NE OAKSIDE LOOP W 9.05'
N89'46'53'E i -C), N89046'53"E W
5.70' i o F2.46'10.009 F-
PSDE � 330 331 N
=
TRACT'NNN' LOT 350
PSDE DETAIL LOTS 330 AND 331 � MONUMENT DETAIL
'"=20' MONUMENT DETAIL V% SCALE 1•=10'
w
SCALE 1"=10' Z
TRACT 'L' TRACT
INITIAL POINT 'NNN'
S89'46'539W 1.00'
NE BUTLER MARKET ROAD
TRACT 'NNN'
MONUMENT DETAIL
SCALE 1 "=10'
ABBREVIATIONS
W/YPC N97H A YELLOW PLASTIC CAP
IR IRON ROD
PSDE PRIVATE STORM EASEMENT
DBC DESTROYED BY CONSTRUCTION
NRS NOT RESET THIS SURVEY
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
El PIPED IRRIGATION CANAL EASEMENT, BENEFITING
THE CENTRAL OREGON IRRIGATION DISTRICT, PER
INST. 2021-04259
E2 IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INST.
2024-12028
E3 IRRIGATION FACILITIES EASEMENT, BENEFITING THE
CENTRAL OREGON IRRIGATION DISTRICT, PER
"PETROSA, PHASE 2"
a
O
0-
TRACT 'LLL' . ��,��; b
J
W
Lo S00'13'07"E
E3
�'
rn �
1.42' N89'55'00"E
Z
13.68'
TRACT
0
'MMM'
z
TRACT 'MMM'
E3 DETAIL
1 "=20'
LEGEND
0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION
NOTE (SEE SHEET 2)
❑ FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R19; HELD, DBC, NRS
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R21, HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R22, HELD
e/lz/ zew- (
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
530.00'
6007'28"
56.65'
S86'53'41 "E 56.63'
C4
230.00'
0045'38"
3.05'
NOO'35'56"W 3.05'
C700
90.00'
55008'06"
86.61'
N04950'56"E 83.30'
C701
70.00'
66023'49"
81.12'
N10028'48"E 76.66'
a NE BOULDER CREEK DRIVE E N89.57'25"W
O C2 L=56.65' 1.45'
W
--► Lo a, i
d- L,
�-
�Lu
10 •� E3 ""�--N00'02'36"E
cj) z--------------------- -- 11.24'
-------�
le N89055'00"E 60.37' TRACT
o 'NNN'
Lu TRACT 'NNN'
z E3 DETAIL
1 "=20'
PREPARED FOR.
PAHLISCH HOMES
210 SW IMLSON AVENUE, #100
BEND, OR 97702
JOB NAME: PETROSA PH513 AKS ENGINEERING do FORESTRY, LLC
2777 LOLO DR, STE 150
JOB NUMBER: 6777 BEND, OR 97703
541.317.8429
DRAWN BY: GR JAC WWW•AKS-ENG.COM
CHECKED BY: JAC MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6777 PH56 PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
CS 2 117 4 -