HomeMy WebLinkAboutSurvey 21678PETROSA, PHASE 6B
A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA ','JJ' AND 'KK' OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4",
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 28, 2025
SURVEYOR'S CERTIFICATE PZ-20-0235
I, JACOB ALLEN CARBON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS MOWN ON THE ANNEXED MAP OF
"PETROSA, PHASE 68', BEING A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA', 'JJ', AND 'KK' OF "PETROSA, PHASE 2', AND A PORTION OF TRACT 'EEE' OF
"PETROSA, PHASE 4", LOCATED IN THE NORTHWEST QUARTER AND 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 NORTHWEST CORNER OF TRACT 'Y OF "PETROSA, PHASE 2", RECORDED DUNE 18, 2021, AS INSTRUMENT NUMBER 2021-36791, DESCHUTES COUNTY
OFFICIAL RECORDS, LOCATED ON THE SOUTH RIGHT-OF-WAY LINE OF YEOMAN ROAD (40.00 FEET FROM CENTERLINE); THENCE ALONG THE WEST LINE OF SAID TRACT 'Y,
AND CONTINUING ALONG THE WEST LINES OF TRACTS 'X' AND 'V OF SAID "PETROSA, PHASE 2", SOUTH 00'02'35' WEST 250.26 FEET TO THE NORTH BOUNDARY LINE OF
"PETROSA, PHASE 6A" RECORDED DUNE 20, 2025, AS INSTRUMENT NUMBER 2025-16143, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID NORTH BOUNDARY
LINE ON THE FOLLOWING COURSE: NORTH 89'57'25" WEST 102.00 FEET; THENCE SOUTH 00'02'35' WEST 16J5 FEET; THENCE NORTH 895725' WEST 88.00 FEET; THENCE
NORTH 00'02'35" EAST 24.00 FEET; THENCE NORTH 89'57'25" WEST 20.00 FEET; THENCE SOUTH 00'02'35" WEST 18.00 FEET; THENCE NORTH 89'5725" WEST 110.00 FEET;
THENCE NORTH 00'02'35" EAST 21.05 FEET; THENCE NORTH 89'57'25' WEST 60.00 FEET; THENCE SOUTH 00'02'35' WEST 50.05 FEET; THENCE NORTH 89'57'25' WEST
294.00 FEET; THENCE SOUTH 00'02'35" WEST 12.50 FEET; THENCE NORTH 89'57'25" WEST 756.80 FEET; THENCE NORTH 85'0590" WEST 151.74 FEET; THENCE NORTH
7916'04' WEST 121.53 FEET; THENCE ALONG ANON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 100.00 FEET (RADIUS POINT BEARS SOUTH 80'47'33" EAST), A
CENTRAL ANGLE OF 04052'42', AN ARC LENGTH Of 8.51 FEET, AND A CHORD OF NORM 1138'48' EAST 8.51 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG
SAID RADIAL LINE, NORTH 75'54'51' WEST 60.00 FEET; THENCE ALONG ANON -TANGENT CURVE i0 THE RIGHT, WITH A RADIUS OF 160.00 FEET (RADIUS POINT BEARS
SOUTH 75'5451' EAST), A CENTRAL ANGLE OF 03'09'14', AN ARC LENGTH OF 8.81 FEET, AND A CHORD OF NORTH 1539'46" EAST 8.81 FEET TO A POINT OF
NON -TANGENCY: THENCE NORTH 79'32'54' WEST 98.08 FEET; THENCE SOUTH 893946' WEST 93.50 FEET TO THE EAST LINE OF THE NORTH UNIT MAIN CANAL, ALSO
BEING THE WEST LINE OF TRACT 'EEE' OF 'PETROSA, PHASE 47, RECORDED MARCH 2, 2023, AS INSTRUMENT NUMBER 2023-04690, DESCHUTES COUNTY OFFICIAL
RECORDS; THENCE ALONG SAID WEST LINE ON THE FOLLOWING COURSES: ON ANON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 503.00 FEET (RADIUS POINT
BEARS NORTH 8939'42' EAST), A CENTRAL ANGLE OF 13'55'20", AN ARC LENGTH OF 122.22 FEET, AND A CHORD OF NORTH 0637'22' EAST 121.92 FEET; THENCE NORTH
1335'02* EAST 100.03 FEET TO SAID SOUTH RIGHT-OF-WAY LINE OF YEOMAN ROAD; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE ON THE FOLLOWING COURTS:
SOUTH 89'58'58" EAST 535.36 FEET; THENCE SOUTH 89'57'25' EAST 77276 FEET TO THE POINT OF BEGINNING.
THE ABOVE TRACT OF LAND CONTAINS 8.28 ACRES MORE OR LESS. �I/6/QGZS
SURVEYOR'S NARRATIVE REGISTERED
PROFESSIONAL
LAND SURVEYOR
THE PURPOSE OF THIS SURVEY IS TO REPEAT TRACTS'Z', AND 'LL', PORTIONS OF TRACTS 'AA', 'JJ, AND 'KK' OF "PETROSA,
PHASE 2', AND A PORTION OF TRACT 'EEE' OF 'PETROSA, PHASE 4", INTO LOTS, TRACTS, ROADS, AND EASEMENTS, AS SHOWN A
HEREON.
BOUNDARY DETERMINATION FOR LINES IN COMMON WITH LOTS, TRACTS, AND RIGHTS -OF -WAY, OF 'PETROSA, PHASE 1', OREGON
MAY 11, 2021
'PETROSA, PHASE 2', 'PETROSA, PHASE 4", AND "PETROSA, PHASE 6A' WERE DETERMINED FROM SAID PLATS, ALL DATA AND JACpB ALLEN CARBON
MONUMENTS WERE HELD FROM SAID PLATS. 94570PLS
RENEWS: 2
THE BASIS OF BEARINGS A FOR THIS PLAT ARE BASED ON SAID 'PETROSA, PHASE 6A".
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 RUBY ROSE COURT, NE TERRA PLACE, COLE
ROAD, AND EAGLE 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 THE CITY ENGINEER;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC ACCESS EASEMENTS (PAE) OVER THE ENTIRETY OF TRACT 'WWW, AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING LOTS, THE PRIVATE UTILITY EASEMENT (PRUE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO AVION WATER COMPANY, THE AVION WATERLINE EASEMENT (AWE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND, THE SANITARY SEWER EASEMENT (SSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND, THE STORM DRAINAGE EASEMENT (SDE), 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 BENEFIT OF ADJOINING LOTS, AND EXISTING ADJOINING LOTS OF PREVIOUS PHASES, THE 2.50 FOOT WIDE PRIVATE RECIPROCAL STORM
DRAINAGE EASEMENTS (PRSDE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "PETROSA, PHASE 613", HENCEFORTH TO BE SO KNOWN.
(SEE SHEET 2 FOR SIGNATURE)
SHEET 1 OF 7
Deschutes County Official Records
Steve Dennison, County Clerk 2026`00290
,�v•,t� CJ � I
01586347202600002900070077
D PLAT Cnt=1 Pgs=7 Stn=6 01 /05/2026 02:51 PM
$60.00 $11.00 $61.00 $10.00 $10.00 $152.00
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ-20-0235.
2. TRACTS 'VVV', 'YYY, 'XXX', 'ZZZ', 'AAAA', AND 'BBBB' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION.
3. TRACT 'WWW, IS A PRIVATE ALLEY TRACT. SAID TRACTS SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION, AND IS SUBJECT TO A PUBLIC ACCESS EASEMENT
(PAE) OVER IT'S ENTIRETY.
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 OS 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. THE NOTICE OF HOMEOWNERS ASSOCIATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER
2021-53569, DESCHUTES COUNTY OFFICIAL RECORDS. THE DECLARATION OF ANNEXATION TO PETROSA RESIDENTIAL, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER 2021-53573,
DESCHUTES COUNTY OFFICIAL RECORDS. AND THE DECLARATION OF ANNEXATION TO PETROSA, RECORDED MARCH 16, 2023, AS INSTRUMENT NUMBER 2023-5783, DESCHUTES COUNTY
OFFICIAL RECORDS.
7. 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. AMENDED BY THE FIRST AMENDMENT TO BYLAWS OF PETROSA RESIDENTIAL OWNERS ASSOCIATION, RECORDED SEPTEMBER 17, 2021, AS INSTRUMENT NUMBER 2021753570,
DESCHUTES COUNTY OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED APRIL 14, 2023, AS INSTRUMENT NUMBER 2023-08644, DESCHUTES COUNTY
OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED OCTOBER 30, 2024, AS INSTRUMENT NUMBER 2024-28354, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED DECEMBER 16, 2024, AS INSTRUMENT NUMBER 2024-32685, DESCHUTES COUNTY OFFICIAL RECORDS.
11. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED JANUARY 23, 2025, AS INSTRUMENT NUMBER 2025-1612, DESCHUTES COUNTY OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED FEBRUARY 19, 2025, AS INSTRUMENT NUMBER 2025-3819, DESCHUTES COUNTY OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 4, 2025, AS INSTRUMENT NUMBER 2025-5112, DESCHUTES COUNTY OFFICIAL RECORDS.
14. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR THE GRANTS OF NEW EASEMENTS AND RELEASE AND QUIT CLAIM OF EXISTING EASEMENTS, TO BENEFIT THE CENTRAL OREGON IRRIGATION
DISTRICT, RECORDED MARCH 20, 2025, AS INSTRUMENT NUMBER 2025-6552, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN HEREON (E1), BEING THE NEW EASEMENTS DESCRIBED IN
EXHIBIT B-1 AND DEPICTED ON EXHIBIT B-2 OF SAID INSTRUMENT.
15. THIS PLAT IS SUBJECT TO THE NON -STATUTORY DEVELOPMENT AGREEMENT, RECORDED MARCH 26, 2025, AS INSTRUMENT NUMBER 2025-7399, DESCHUTES COUNTY OFFICIAL RECORDS.
16. THIS PLAT IS SUBJECT TO THE ADVANCE CREDIT AGREEMENT FOR TRANSPORTATION SYSTEM DEVELOPMENT CHARGES, RECORDED MARCH 5, 2025, AS INSTRUMENT NUMBER 2025-5220,
DESCHUTES COUNTY OFFICIAL RECORDS.
17. THIS PLAT IS SUBJECT TO THE DECLARATION OF PRIVATE STORMWATER EASEMENT, TO BENEFIT LOTS 367-375 OF "PETROSA, PHASE 6A" AND LOTS 434-441 OF PETROSA, PHASE 660
,
RECORDED APRIL 8, 2025, AS INSTRUMENT NUMBER 2025-08681, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN HEREON (E2).
18. THIS PLAT IS SUBJECT TO THE SECURITY AND IMPROVEMENT AGREEMENT, RECORDED AUGUST 26, 2025, AS INSTRUMENT NUMBER 2025-22761, DESCHUTES COUNTY OFFICIAL RECORDS.
19. THIS PLAT IS SUBJECT TO THE STORM WATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED OCTOBER 16, 2025, AS INSTRUMENT NUMBER 2025-28401, DESCHUTES COUNTY
OFFICIAL RECORDS.
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, AND REFERENCES
4. LOTS 400-417, 446-448, TRACTS 'VVV', 'WWW , AND A PORTION OF TRACT 'XXX'
5. LOTS 418-425, 436-445, TRACTS 'YYY, 'ZZZ', AND PORTIONS OF TRACTS 'XXX' AND 'AAAA'
6. LOTS 426-435, TRACT 'BBBB', AND A PORTION OF TRACT 'AAAA'
7. DETAILS
DESCHUTES COUNTY SURVEYOR
FILED 01o(aZo2� gy;Collins
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
y
N
m
PETROSA, PHASE 6B
A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA ','JJ' AND 'KKK OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA. PHASE 4",
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 28, 2025
PZ-20-0235
DECLARATION SIGNATURE
PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP
BY. PAHLISCH HOMES, INC.
ITS GENERAL PARTNER
BY:
MATT NELSON, CHIEF EXECUTIVE OFFICER DATE
ACKNOWLEDGMENT
STATE OF OREGONSS
)
COUNTY OF DESCHUTES )
ON THIS 1� DAY OF N 0V?,b{/(- , 2D - BEFORE ME PERSONALLY APPEARED MATT NELSON, CHIEF
EXECUTIVE OFFICER OF PAHLISCH HOMES, INC., THE GENERAL PARTNER OF PAHLISCH HOMES AT PETROSA LIMITED
PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND
D D OF PAHLISCH HO ES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP.
A (11ho
N TARY SIGNA TUR
EE
PRINTED NAME: M RV-.PAtl -7/ 1 C. IVIA
NOTARY PUBLIC OREGON
COMMISSION N0. 10 4 10
MY COMMISSION EXPIRES . 1 uyu I 1 an
POST— M ONU MENTATI ON
I, JACOB ALLEN CARBON, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), POST-MONUMENTATION OF THE REMAINING INTERIOR CORNERS WILL BE COMPLETED
WITHIN 180 DAYS OF THE COMPLETION OF STREET AND UTILITY IMPROVEMENTS ASSOCIATED WITH THIS PLAT.
JACOB ALLEN CARSON, PLS 94570
INTERIOR AND CENTERLINE MONUMENTS WERE SET _
AS INSTRUMENT NUMBER
DESCHUTES COUNTY SURVEYOR
DATE
PER AFFIDAVIT OF POST-MONUMENTA110N RECORDED ON
DESCHUTES COUNTY OFFICIAL RECORDS.
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
APPROVALS
THE PLAT OF "PETROSA, PHASE 68", HAS BEEN APPROVED BY:
VKXI
^
DESCHUTES COUNTY COMMISSIONER: �kAYt .(,.,r I a� �J�%j - 20a-5
T DATE
DESCHUTES COUNTYSURVEYOR: fA- u /Z-ZL-e`lb2s
DATE
CITY OF BEND PLANNING DIRECTOR: �? �� • v' ZC)ZS
DATE
CITY OF BEND ENGINEER: �77
DATE
CENTRAL OREGON ;/L cc
IRRIGATION DISTRICT: DATE
� ,2 ' '��j
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
CONSENT AFFIDAVITCAF t3al%ye 1800MCR Gs, �L,(.
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY , A TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER
2p25-7-I(609 ��'^25 DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN RECORDED ON .) A1JUA10-N S . 202$6AS
INSTRUMENT NUMBER 202.fp - d02Ba) . DESCHUTES COUNTY OFFICIAL RECORDS.
ASSESSOR'S CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED
BY ORS 92.095 TO BE PLACED ON THE 20-2.5-20�k TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A
LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: (2)O12-12- .:U2 r
DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: 6r-+ Ti n+-lti I L •Z 2 • LGZS
DATE
REGISTERED
PROFESSIONAL
/zo,&s-
rSURVEYOR
2
FMA
ON
Y 11, 2021
ALLEN CARBON
94570P1S
SHEET 2 OF 7
EILE
HUTES COUNTY SURVEYOR
o� 6 BY: �//�;�s
----
CS- 2 16 7 8
RENEWS:12/31/25
PETROSA, PHASE 66
A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA''JJ' AND 'KK' OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4", LEGEND
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF ABBREVIATIONS
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, 0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR.-
A FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1; HELD ` RECORD AND MEASURED DATA PER R4
CITY OF BEND, DESCHUTES COUNTY, OREGON ❑� FOUND 5/8" IR W/YPC INSCRIBED 'AKS ENGR."; PER R2; HELD Y' RECORD AND MEASURED DATA PER R3
OCTOBER 28,2025 O FOUND 5/8- IR W/YPC INSCRIBED 'AKS ENGR.'; PER R4; HELD RECORD AND MEASURED DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PZ-20-0235 IR IRON ROD
DBC DESTROYED BY CONSTRUCTION
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REFERENCES
SHEET 3 OF 7
- - - - - - - - ------YEOMAN ROAD
DBC, RESET o $$9'S8'S8"E 535.36'**,*** DBC, RESET " ,*** o INITIAL POINT
0
WITH • WITH • S89 57 25 E 772.7fi
TRACT
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420 419 418 417 416 w
U
414
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413
a
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-Q - - TRACT- - - ------,TRACT 412
p
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RADIAL \ / TRACT W I I I I __*
" "
N89.39'42"E ,BBB6, J N89*57 25 W 60.00 N89 57 25 W 20.
RADIAL: 0 411
N79'32'54"W 376 S75.54'51 "E 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 410
98.08_ C1 L=8.51'* '
6L=8.81'*
N75754'S1 "W N7976-104"W 1,
, RADIAL. 2�•5
60•00* 3 # N85-05910 "
S80 47 33 E w 151.74 * ' ' " '*
N89 57 25 W 156.80
j 378 30.00' 30.00' 375 374 Sol
Q 0 PNps 373 372 371 NEE 6A' ( c
P 379 P
o P 370 369 368 367 J
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380 ' - 30.00'130.
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- NE BROWNSTONE PLACE -
381 i
430 co
cc co
- 429 428 427 426 425 424 423 422 421
_p
431 m
V
432 TRACT
z O 'AAAA'
433 _
v NE TERRA PLACE (PUBLIC) -
( )R1 RECORD INFORMATION PER PLAT OF -PETROSA, PHASE 1-, BY MICHAEL S. KALINA, FILED FEBRUARY 1, 2021, AS COUNTY SURVEY 20443
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2", BY MICHAEL S. KALINA, FILED JUNE 23, 2021, AS COUNTY SURVEY 20542
( )R3 RECORD INFORMATION PER PLAT OF PETROSA, PHASE 4', BY JACOB ALLEN CARSON, FILED MARCH 6, 2023, AS COUNTY SURVEY 21042
( )R4 RECORD INFORMATION PER PLAT OF PETROSA, PHASE 6A", BY JACOB ALLEN CARSON, FILED MARCH JUNE 24, 2025, AS COUNTY SURVEY 21566
PREPARED FOR
PnHuscH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
Iff
N89'57125"W 294.00'* TRACT 'SSS'
F I I II I
N89'57925"W
110.00"*
?35"W 18.00'
400
TRACT
TRACT 'Y'
401
402
U
TRACT Y
0
403
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3
404
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405
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TRACT V'
406
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oo
407
408
OPOROIX P
409
N89'57'25"W
N89'57125"W
102.00'*
88.00'*
S00'02'35"W 16.75'*
100'02935"E 24.00'* i I
35"W 12.501* S00602'35"W 50.05'*—'
�Pa My �
161'
40.00'
40.00'I P 354I358 OS 364 � '," ..w
366 365 6355 Of
PNSuj
.I.Os362 361 357 356 W N �-
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TRACT 'TT r z a Q' - - NE SOLI PLACE -
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SCALE: 1 "= 80 FEET
1!!!%?%ii
80 0 16 40 80
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1 *
100.00'
4'52'42'
8.51'
N11'38'48°E 8.51'
C2*
160.00'
3'09'14'
8.81'
N15039'46"E 8.81'
C3
503.00'
13'55'20"
122.22'
N06'37'22AE 121.92'
II 612Avr
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FEGO
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/25
DESCHUT�S COUNTY SURVEYOR
FILED oIZoz6 BY:111au
C"
cc
CS 21s7e
PETROSA, PHASE 6B
A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA','JJ' AND 'KKK OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4",
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SEC11ON 23, TOWNSHIP 17 S0U1H, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 28, 2025
PZ-20-0235
0
O
Sri
W o
0
1-4
cs S89057'25"E 772.76'***
YEOMAN ROAD
LEGEND
0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
PM 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."
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4, HELD
❑ FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
0 CALCULATED POINT, MONUMENT NOT SET. THE SETTING OF THESE
MONUMENTS HAS BEEN WAIVED BY THE COUNTY SURVEYOR PER ORS
92.060(2)(b) AND OR ORS (92.060(3)(b).
W
0
O
0
470.58
r�20.00
'�
•-
C403 L=20.77
103.42 '
------------------�
N89'57'25"W 244.00'
----------
1'
---------------------
-------------------------- - +--SSE
-
-+-r--------------------
1
-
C402 L=33.93
I I I
-----4 •------i
1 ---44.00
,
o
O o PSDE
����-��III
S89'57'25"E 218.009
I
! I
o o C414 L=28.62'
� "' o
i
O W
o a-
TRACT XXX
1.18'
DTL
2.50 --�
o
16,391 SF J
110.00'
120.00'
�i J
88.00'
1 1 PRSDE 1
1f2.50' C>
1
1
20.00
o
400
PSDE
p� 0
1
1
1 1 1
I I (TYP) I
I I I
1
I
1
PSDE
DTL
T
o
0 415
o I
Q; I PAE
N
i
2,289 SF
N_
I
n
LO 4,291 SF
i
1
-- 1-----
N
�20.0ol
,MI
N
N89'57'25"W 88.00'
-
o O
I
►� 1
19
4I
------------------------------------
1
I SSE
o0
4 1
-
0
�2
U
.
CP
1
418 M i 417 �
I 416
r I
W I
------ a ,-- I ,
---------------
- N89 57 25 W 110.00 I 15.50
I---------------------------
st
N 4.50' 2,112 SF
"'
I
r
5,184 SF N
O ( O
-
O I O
i 4,875 SF
I
i
� I
M (
N ' I
O
`" 414
0 o
I
I
I
VAR 1
.
PUE
------- , a ,
I N89 57 25 W 88.00---------
z i ?
T
oo I O
C �
_
M C v 3,410 SF
n
o
�
0
c
1
1
1
I I I
1 1 1
I
1
z I
i I w
I
w
Ln
-
N
402
2112 SF
N
1
w
,N
I I I
1 1 o I
1
I
I =
1 I `n
-------------N89'57'25"W 110.00--- ------ -----
o
I
1
1co
1
,
N8957'25"W 88.00'
6.00
1 1 0 =>1 1 ' I 0
I I o6 a 1 1 1 ( o
I
II
L,
1 1
r r r
1
r
4.00
0
I O
10.00' I ---I z
b
-
M 413
_ Z
o
n
_
403
PSDE o
j
1
o0
-----L 1------------1--il-
1 1 1
---- --,,
I
PUE
3,410 SF
"' 1
N
2,112 SF
N
1
�-
U
u.j
I IPM 48.00 PMI
C412 LLLJ,4 �
i
DTL 1 I 17.00
_
1 o
2
N89 57 25 W 204.00
I
I DTL
------------- "
N89 57 25 W 110.00-------------
�,
1
'N89'57 25 W 88.00
0
Go
� '
•�
to
o
PM i
� �
0 1
o
404
o
N'
W 1
s}
w
>
p
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c�>> ;
Cfl\\
rn i o`
N 1
2,112 SF
"'
� 1
1
- - 234.00 - -•
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�\� .9�,
O
O
412
4,691 SF
I o
/1 Z
1
N
O I
o
w
I N89'57'25"W 88.00LLI '
`
N89 57 25 W 592.70 -'
,
���j 11.49
C405 L=21.21'
i
o
C
Z 1
U
Q
z
�=
o NE TERRA PLACE (PUBLIC)
�
96.50
i
1
b
`V
405
2,112 SF
N
N
l
i
�
Zo
�
M "
N89 57 25 W 204.00 i�.?s,
\
��`9
C410 N89'5725"W 107.99' b �'
TRACT
----�
WWW'
---------------------L
-----
1
I
16.00'
------- N89'57'25"W 88.00'-- -----
A k
30.00' 30.00'
c�08
L=21.68' o N
�" 6,776
SF
o
406
^ o
LO Q N
1
PUE
ipr'
i
rt--------rt t----- -t
r r r r
- , \�
4.00
, " ,
N89'57 25 W 99.76
---
- -20.00
i
N
1
2,112 SF
N
a v
1
I
N
N
r
I I I I I
t .,
I I/ �j
1 SSE
IL
,
�- -4.50'
N8957'25"W 88.00'
C409 L=24.30' C406 L=21.21' I
1 1 1 1 0�l
1 PUE
'
15.50'
o
407
o
DTL
1 411
I
20.00'
1
N
8
2,112 SF
4
`V
I
"'-'-' ■ w i
1 4,607 SF
o a PAE
I----------------------------
1
O O O
O O O
LO „
M L
M it) m~ M�
N O 0 N O
0 1
o
I
00 M O
N N
I
,
14.00.
-------. , a---------
_ • N89 57 25 W 88.00
1 0 0 o
f
o
p N
o N 1 'oo N
�0- L----------- ----------------------
-- o s>
o0
0
1
,"
N89 57 25 W
1 Ln �n I �n
4451 �, 446 447
I
448
O
o z z
Z 30.00' 30.00'
------------N89'S7'25"W 110.00'-------------
1--j
Z
N
J
408
2,112 SF
O
N
,
6�00
M 1 �,
3,210 SF o 3,210 SF No
1
3,445 SF
*
8.95
Oo 1 12.00
7.00
7.00'
k
22.00
o
,
N89 57 25 W
410
J
PUE
"
VAR
INITIAL POINT
a
40.00' •t
J"
o TRACT 'Y'
0
0
CV
i U 40.00'
m
N
I�Q
N
W
LO O
M
o oc
O W
0
z J
1 0
w
i DBC, RESET
WITH •
o f o f o o 1 %' N89 57 25 W 88.00 7.253C44
22.00' 1 40.00' 40.00'
1 0 0 1 I '* '~' 3,300 SF 'ZZ ,, 0 60.00 J, •----------------------------------! 9 N8905725 W 102.00
I�-2.50'2,112 SF
A------------------------
I 1 2.50'---, PRSDE I I ' N89'57'25"W 110.00'* Cl
S00'02'35"W
(TYP) N N00102'35"E N89'S7'25"W 88.00'* S00'02'35"W
0
Of
o 21.05 * 3so 18.00 * N00'02'35"E 351 cy
16.75 * , W
.J
30.00' i i 30.00' 1 i 34.00' N89'57 25 W 24.00'* a 40.00' W 40.00'
N " 00 * OfN
N89�7'25"W 294.009* E 6Of
P
TRACT 'SSS' 30.00- r z 30.00'
> Q 1
V REGISTERED
o PROFESSIONAL JOB N
359 LAND SURVEYOR
W
uj JOB N
363 362 361 ,z PREPARED FOR
I PAHLISCH HOMES SCALE: 1 "= 30 FEET OREGON DRAWL
210 SW WILSON AVENUE, #100 MAY 119 2021
BEND, OR 97702 JACOB ALIEN CARSON CHE
30 0 6 15 30 94570PLS
RENEWS: 12 31 25 DRA
c TRACT 'X'
9
POE2
,PE�o
,14
N
0
L N
N
3
A Ln
U-)n
SHEET 4 OF 7
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
60.00'
90'00'00"
94.25'
N44'5725"W 84.85'
C400
700.00'
3'58'16"
48.52'
N01'56'33"W 48.51'
C401
100.00'
30*21'11"
52.98'
N19'06'17"W 52.36'
C402
75.00'
25'55'15"
33.93'
N4714'30"W 33.64'
C403
40.00'
29*45'18"
20.77'
N75'04'46"W 20.54'
C405
13.50'
90'00'00"
21.21'
N45602'35"E 19.09'
C406
13.50'
90'00'00"
21.21'
N44'57'25"W 19.09'
C407
90.00'
90000'00"
141.37'
N44'57'25"W 127.28'
C408
30.00'
90'00'00"
47.12'
N44'57'25"W 42.43'
C409
90.00'
15'28'05"
24.30'
N07'41'28"W 24.22'
C410
90.00'
13'48'07"
21.68'
N2219'33"W 21.63'
C411
90.00'
34020'32"
53.94'
N46'23'53"W 53.14'
C412
90.00'
26'23'16"
41.45'
N764547"W 41.08'
C413
75.00'
4003'18"
5.31'
N3618'31 "W 5.31'
C414
75.00'
21'51'57"
28.62'
N4916'09"W 28.45'
FtLE[ v 14061 zoz& BY:.��11
v
O
v�
ABBREVIATIONS
*
RECORD AND MEASURED DATA PER R4
***
RECORD AND MEASURED DATA PER R2
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
WITH A 2-INCH ALUMINUM CAP
00
IR
IRON ROD
PUE
PUBLIC UTILITY EASEMENT
PRUE
PRIVATE UTILITY EASEMENT
PAE
PUBLIC ACCESS EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT
TRACT 'V'
PRSDE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SSE
CITY OF BEND SANITARY SEWER EASEMENT
E1
IRRIGATION EASEMENT BENEFITING THE CENTRAL OREGON
J
IRRIGATION DISTRICT, PER INST. 2025-6552
�.
INST.
INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
DTL
SEE DETAIL SHEET 7
SF
SQUARE FEET
(TYP)
TYPICAL
DBC
DESTROYED BY CONSTRUCTION
VAR
VARIABLE WIDTH
CO2
N
cn
cc
CS 21s7s
PETROSA, PHASE 6B
A REPEAT OF TRACTS 'ZI, AND 'LLB, PORTIONS OF TRACTS 'AA','JJ' AND KKK' OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4,$,
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 28, 2025
PZ-20-0235
0
0
N89058'58"W 535.36'**,*** oLci N1CH • ET o o
w S89�7 25 E 772.76 ***
TRACT 'AAAA' 23,625 SF i 98.76'
58 30.00' 30.00'
----------------N89'58'"W 322.25' 15.00
------------------- ----------� -- r----L--N89'57'25"W 98.75' ---------- r �
15.00'
1
------------T
1 50.00'
r------------r
1
1 40.00' 1
----T
1 46.00'
--------1
r_
__ __ _ 49.75' ------I
1
r 49.00'
-T-�
1
I
I
r----
I 11
r
ow
1
1
I
I
I
I
I
1
I
1 I
I 1
I O N
I
r
1
r 0.25 DTL
r!
PSDE
I
I
I
I I
oo IT
1 o
I
1
I
I
I
I
I DTL
I
I
I
I
I
I
I
1
I I
1 I
I ui
I
I
1
I
1
1
1
!
1 b
I
I
I
I
I
I
I
I 1
I t
I I
1
l
I
I
i
I
I
t
I
I
I
I
I
I to
I
c"
1
1
+
1
O+
p
o
r 00
o
N
o
r
^
o
I ^
r o
1
r
0
o
I
f
Go
0
-
1 rLai
w
426
r
I 425
w
"LoI
r w
424 M
1
I 423
w
M
l
I 422
w
M;
l
421
M
0
C'4
' 5,398 SF
I
�"
o
' 4,319 SF
I p
1 4,968 SF
l
N
p
+ 5,400 SF
I
cv
p
1 5,292 SF
I ," ,
o
a
o
o
o;
00
I N89 57 25 W 3.42 �?
Z
2F
I
I
I
Z
1
I o;
' ?
1 I
'
I
Z
I
'
I
Z
I
I PUE ---
I
I
I
I
I I
2.50'-
I
2.50'
I
1
I
1
I
I
I ,
I 17.00
1
1
I
I I
1 PRSDE
I
I
o
I o
I
l
IS00102'35"W 17.00'
l
!
1
I
I
(TYP)
1 c6 a
I
I S89'57'25"E 3.42'
I
I
I
I
I I
I
I
I
I
I
I
I
I
I �
I
------------L
L---------------L
I
L-----------I
i
L-------------J
-�------------ --1
1---------------�
W
I
IPM 50.00'
PM 40.00' +
PM 46.00'
+
IPM 50.00'
+
!PM 49.00'
W
=
N89'57'25"W 328.70'
N
o
0
'o
0
Z
O
o
0
30.00' 1
i C7f-%C*Ri n
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
PM 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."
ol FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
❑ FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
0 CALCULATED POINT, MONUMENT NOT SET. THE SETTING OF THESE
MONUMENTS HAS BEEN WAIVED BY THE COUNTY SURVEYOR PER ORS
92.060(2)(b) AND OR ORS (92.060(3)(b).
o YEOMAN ROAD
0
0
7.07' 470.58' TRACT 'XXX' 16,391 SF
E14S45*01'24"W
---------__t-N8957'25*W 244.00' -
48.00' L-i I 48.00' - -' 1 44.00L'-----I 1
----- o �i ! -----
JT
12.00' PSDE ' I po c+ + I I
I I o (n I I I
12.00' E1 DTL
I I I I I I
N I
!
I t
1 !
l I
1 1
I
1
CD
co I
rn I
N
I I
I I
I I
I I
I
I
N
.. O O
o o
I O
I
I O
I °O
I
I
w
s
n
N
c>
f o
l
I
00
w w
to 420 MI
w
419 MI
l w
418 01417
l
Z
U o 5,184 SF o
5,184 SF o
4,752 SF o;
Q o o'
� Z 2F
o'
Z
o'
; Z
I
I-
'ram- 2.50'
I
I
I 2.50'--1
I 1
1
30.00'
w
oal
{�
I
12.00 r
I I
r I
I I
r I
I
I
�
1
PM 48.00' +
1 I
1 PM 48.00' +
I 1
+ PM 44.00' PM+
1
t W
W
N89'57'25"W 204.00'
0
0
CD "' NE TERRA PLACE (PUBLIC)
0 358.70'
W-- - - - - - - - - - - - - - - - - - - - -
N89'5725"W 592.70'
Z I
c0 0 0
Z M
O M O
234.00'
0
0
0
n
0
0
O
ro
MTV 25 W 328.70 r N89'57'25"W 204.00'
AL AIL Alk AL Alk
m i . i AL
l'PM 40.00' ; i PM 46.00' 1 1 PM 40.00' i IPM 46.00' i ; PM 40.00' ; IPM 53.00' 38.00' + + 30.00' + + 30.00' + + 30.00' r r
__1 L_________-- _ 30.00 30.00 _ 1 1 1 1 1 1 I I T-------------1------------ ------------------[T --------- r---------I f-----
1 1 I I I I I I I I f 1 1 1 12.00 t 1 t t t t t I
_ wl I I I 1 1 I I , I I
r t t I ! ! ! o f I o WI I 1 I , rf2.50 1 I
++ oar r U 12.00 El o a 1 r 1 1 2.50-�1 PRSDE I t
I I I I 1 2.50-� 2.50 I I I J w oo I I I I I I !
I I + PRSDE ! 1 1 1 m N I I I I I I r () TYP I I
I I I I r 1 (TYP) I I I I
I I 1 1 I I 1 r 1 1 1! v N I I I I I I I I
I I I I I I 1 1 o b Q o I I I I
co I I I I I I I I I O o o o0 0 l o f o I o I
l o � ' :- I o ' o ' � � � ^ � r ^ r ^ I � I
I+ ^ 1; o MI i- o o f O I p l o f
+ I O
435I W 43fi w I ai l W w oC w w r w l w I w I
I Lo r w' uj' o to M 442 443 444 M I 445 I446
1 4,479 SF 43 r+ 438 W 439 ' W' N M W M M'
I o N I 5,320 SF M I 4,759 SF ,�� I L I 440 + 441 c" p o a U N 4,066 SF N+ 3,210 SF N+ 3,210 SF N 1 3,210 SF N I
5 497 SF I M I 1 J p p l p l p I co I
t o p l o f cv I N I 4,780 SF N I 6,334 SF o o Q oo Q o 0 1 0 l o I o I
I o o f , p 1 p t p t z z Co o f 0 1 o I o I
? Z r oo ! o I o I 0 1 Z (� Z z r Z I z l -71
CDI Z
1 1 I I I I I I I I I I I I I I
DBC RESET I I 1
WITH 0 I
I i i i i i i N89 57 25 W 12.00 I 1 1 I I I I I I
I I I I
1 1 I I b I I 1 1
I I I I O I I I f
o cv I I 1 1 S00'02'35"W 10.00'
t- 40.14, I I __-t t _____---- 1 I w I I I I
27.53' 46.17' ' '
29.54' �' ' 22.28' - -! 46.00' i i 40.00'* i i I 53.00'* 1
12.s1' N85105'10" 1s.s3'�._ �.,
W 151.74 *�_4.00'13.So'*N89�7'25"W 156.80'* 12.00'
PEE 6PM
WRoll
372 371 370 369 368 367
30.00'
NOOb2'35"E
12.50'*
30.00'
12.00 I I I I I I I I
30.00' 1 38.00' 1 i 30.00' I i 30.00' 30.00'
N89657125"W 294.00'* TRACT 'SSS'
0 30.00'
U
366 1 365
364
Few
0
W
_Z
O
U
SHEET 5 OF 7
ABBREVIATIONS
* RECORD AND MEASURED DATA PER R4
** RECORD AND MEASURED DATA PER R3
*** RECORD AND MEASURED DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A 2-INCH ALUMINUM CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
E1 IRRIGATION EASEMENT BENEFITING THE CENTRAL OREGON
IRRIGATION DISTRICT, PER INST. 2025-6552
E2 PRIVATE STORM EASEMENT BENEFITING LOTS 367-375 OF
"PETROSA, PHASE 6A" AND LOTS 434-441 OF "PETROSA, PHASE
613", PER INST. 2025-8681
INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
DTL SEE DETAIL SHEET 7
SF SQUARE FEET
(TYP) TYPICAL
DBC DESTROYED BY CONSTRUCTION
PREPARED FOR.
PAHtJSCH HOMES
210 SW WILSON AVENUE, y100
BEND. OR 97702
DlESCHUT'ES COUNTY SURVEYOR
�IL�0 of 06 202� BY: 0.0 I l i Yls
IF
SCALE: 1 "= 30 FEET
30 0 6 15 30
,i 6/aazt
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FOE
MAY 11, 2021
JACOB ALLEN CARBON
94570PL5
RENEWS:12/31/25
v
N
C"
&%Oh
CS 21s7s
PETROSA, PHASE 6B
A REPEAT OF TRACTS 7, AND ALL', PORTIONS OF TRACTS 'AA','JJ' AND KKK' OF
"PETROSA, PHASE 2", AND A POR11ON OF TRACT 'EEE' OF "PETROSA, PHASE 4",
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER, 28, 2025
PZ-20-0235
J
DBC, RESET
WITH •
n
J
'124.68'
Z
70 00,
N83'23'35"yy
* „ 107.94'
J
�"3 C610
Q
0• L=37.84'
O N79 4317" W 430 i
10.00 4,699 SF
i----� -__ C'v a
_
010
0
PM cd
�
J t �
Z
� � 431 � W
' o N
Sri l Z
3,610 SF
co I 8.00
o o _ N79'43'17'W __-_PUE --GPM
9500'
Z� 0
3.88'-
+
10 OO' 432 c609
PSOE
3,671 SF L=34.69' I
N10�
42, -'--- -_�--
.
J
w i , '--+--
I PM
n
o I 433 1
Q
Z Z 3.81' 4,889 SF C608
L=53.61'
Q
w
N7g•4 "
317
W 122. 00�
ass `ass PM
Q
Q
vo
,
48.04' `12.13�? 33.33' L-45.42'
S89'39'46*W 93 50'*
0
o YEOMAN ROAD
+ 20.00' I
AWE I
I
j DTL
LEGEND
0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
PM 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."
Q FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1; HELD
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R4; HELD
❑ FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R4; HELD
A SET 1-1 /8" COPPER DISK INSCRIBED "AKS ENGR." IN CONCRETE
0 CALCULATED POINT, MONUMENT NOT SET. THE SETTING OF THESE
MONUMENTS HAS BEEN WAIVED BY THE COUNTY SURVEYOR PER ORS
92.060(2)(b) AND OR ORS (92.060(3)(b).
CALCULATED POINT, MONUMENT NOT SET. POSITION ESTABLISHED FROM
REFERENCE MONUMENT AS SHOWN.
S89058'58" E 535.36'**,*** No 00�'o2"E o
59.41' 42.84' I TRACT 'AAAA'
N00'01'02"E-� 13.41' L--------------- - ---- N89'58'58"W 322.25'
-------------------------
C614 �, 15.00' lift lift
_46.00'----= I I 50.00'- - -- I I---40.00'---- + I 50.00' I I
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1' N00'01'02"E � i o w T i i T------ ------ T i----
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L-----------1
1---------------1
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IPM 50.00'
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L=51.41,- '
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N89'57'25"W 328.70'
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TRACT 'AAAA'
- -
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=
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NE TERRA PLACE (PUBLIC)
V)
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LA 0
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C611
/ -- -� -
N89'57'25"W 358.70' -
-
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L=44.50'
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T RM
Z
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N89'57'25"W 328.70'
Z
U
/��'S 17.70 i IPM 46.00 PM
\ N59'22'18"W PM ------------ ------
4.85' / __-------T I T-
I I
,�J L=32.89' i i°= I I
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2.50 -�I
��►�°' i i I PRSDE
LoI I
• N7 ' �. N592218W �� G�co�� °'°,
RADIAL: 9 32 54"w 9$ 7.55' o TRACT 'BBBB' w o o
O$ * DBC, RESET Lo 434 W 1 w +
N89'39'42"E NTH 4,026 SF -�"', 5,009 SF � i 4 9825E � 1 436
C2 L=8.81 * J ,----------- - o, ' N I
30 001* v I S89'57'25"E / o 0 1 0 l
TRACT 'UUU' 376 RADIAL: N75� 30.00'* 1 i M 39.00' Z z i o
" 4 +N o
S75 54 51 E 5% N/ l o m r--� I I I I
LINE TABLE
LINE
BEARING AND DISTANCE
L1
N 79'43'17"W 5.75'
L2
S00'02'35"W 13.85'
ICI
I
SCALE: 1 "= 30 FEET
30 0 6 15 30
377
I luzx
REGISTERED
PROFESSIONAL
LAND SURVEYOR
01102�
F00
R 11,2021
ALLEN CARBON
4570PLS
RENEWS:12/31/25
SQ, 00'# i� N E2
cn o I
2N7.91 1676010.18'
C1 L_8.51"* 61.85'* 3969'
797
T
4 W 88 1 1 3.03
I o RADIAL: 121'S3*# 5.75' 34.25' J - 43.16'
30.00' J S80'47'33"E 16 631' 20.43'* I
30.00 22.73
W 375 N85105'1010W 151.74'*
I z E 6 .
� pN�
>pE(RO 374
373 JOB Ns
372
JOB N1
PREPARED FOR
PAHUSCH HOMES DRAWN
210 SW WILSON AVENUE, #100
BEND, OR 97702 CHECKI
SHEET 6 OF 7
ABBREVIATIONS
* RECORD AND MEASURED DATA PER R4
** RECORD AND MEASURED DATA PER R3
*** RECORD AND MEASURED DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A 2-INCH ALUMINUM CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
SDE CITY OF BEND STORM EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
AWE AVION WATERLINE EASEMENT
E2 PRIVATE STORM EASEMENT BENEFITING LOTS 367-375 OF
"PETROSA, PHASE 6A" AND LOTS 434-441 OF "PETROSA, PHASE
6B", PER INST. 2025-8681
INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
DTL SEE DETAIL SHEET 7
SF SQUARE FEET
(TYP) TYPICAL
DBC DESTROYED BY CONSTRUCTION
RM FURTHER INSCRIBED "RM" FOR REFERENCE MONUMENT
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1*
100.00'
4'52'42"
8.51'
N11'38'48"E 8.51'
C2*
160.00'
3009'14-
8.81'
N15'39'46"E 8.81'
C3
503.00'
13'55'20"
122.22'
N06'37'22"E 121.92'
C5
130.00'
755726"
172.34'
N52'03'52"E 160.00'
C6
130.00'
62'31'22"
141.86'
S58'46'54"W 134.93'
C7
130.00'
13'26'04"
30.48'
S20'48'11 "W 30.41'
C8
80.00'
69'39'01"
97.25'
N24032'48"W 91.37'
C600
100.00'
75'57'26"
132.57'
N52'03'52"E 123.07'
C601
110.00'
69'39'01"
133.72'
N24'32'48"W 125.64'
C602
54.00'
263737'14"
248.46'
N37'54'40"W 80.50'
C603
50.00'
69'39'01"
60.78'
N24032'48"W 57.11'
C604
160.00'
5110'03"
142.88'
N64'27'34"E 138.19'
C605
100.00'
18'50'42"
32.89'
N80'37'14"E 32.74'
C606
100.00'
61'59'26"
108.19'
N4012'10"E 102.99'
C607
110.00'
23'39'26"
45.42'
N47'32'35"W 45.10'
C608
110.00'
27'55'26"
53.61'
N21'45'09"W 53.08'
C609
110.00'
18'04'09"
34.69'
N01I4'38"E 34.55'
C610
54.00'
40'08'50"
37.84'
N30'21'08"E 37.07'
C611
160.00'
15'56'10"
44.50'
N46'50'37"E 44.36'
C612
160.00'
18'24'38"
51.41'
N64'01'01 "E 51.19'
C613
160.00'
16*49'15"
46.97'
N81'37'57"E 46.80'
C614
54.00'
223'28'24"
210.62'
N17'50'15"W 100.32'
C615
100.00'
57'06'44"
99.68'
N4238'31 "E 95.60'
y
N
cn
co
PETROSA, PHASE 6B
A REPEAT OF TRACTS 'Z', AND 'LL', PORTIONS OF TRACTS 'AA','JJ' AND 'KK' OF
"PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4",
LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 28, 2025
PZ-20-0235
S89'58'58"E 20.01YEOMAN ROAD
'
124.68' i
NO2'00'47"E 16.67'
co
`" r"*-20.00'-� N50'48'43"E 12.03'
TRACT 'AAAA' 'jj; AWE
Pi
4.69,
cv
Z C710 L=22.90'
C711 L=1.01'
430 `���'s
N50'48'43"E
10.26'
431
TRACT 'AAAA'
423 ' 422'Ss'w 0.25'
LOT 423
MONUMENT DETAIL
NOT TO SCALE
NE RUBY
ROSE CO
�Rr
i
TRACT 'AAAA'
SDE, AND AWE DETAIL
SCALE 1 "=20'
r
TRACT 'AAAA'
F9
TRACT 'XXX'
N00'02'35"E 1.18'
�O
400 '9p
TRACT 'XXX'
MONUMENT DETAIL
SCALE 1 "=10'
LEGEND
SET 5/8" IR W/YPC INSCRIBED 'AKS ENGR."
0 CALCULATED POINT, MONUMENT NOT SET. THE SETTING OF THESE
MONUMENTS HAS BEEN WAIVED BY THE COUNTY SURVEYOR PER ORS
92.060(2)(b) AND OR ORS (92.060(3)(b).
429
YEOMAN ROAD
N00'02'35"E o Z5 t /tS.4S N00'02'35"E
Q
i 10.00' S89'57'25"E 78.43' 10.00' O
---- ------ 0
TRACT 'AAAA'
TRACT 'AAAA' w
E1 DETAIL O
SCALE 1 "=20' U
-_ T
TRACT 'AAAA'
Ii.,�N00'02'35"E 10.00' I
;--o---N00'02'35"E 10.00'
N o ~�S89'57'25"E 9.00'
CL c `" N00'02'35"E 5.00'
01
o u;
422 421
LOT 421 AND TRACT 'AAAA'
PSDE DETAIL
SCALE 1 "=20'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C700
75.00'
151441'
19.96'
N45'57'30"W 19.90'
C701
90.00'
17040'00"
27.75'
N38'03'29"W 27.64'
C702
90.00'
6'22'10"
10.01'
N50'04'34"W 10.00'
C703
90.00'
1018'30"
16.19'
N58'2454"W 16.17'
C704
30.00'
45'00'00"
23.56'
N67'27'25"W 22.96'
C705
30.00'
45000'00"
23.56'
N22027'25"W 22.96'
C706
22.00'
45'00'00"
17.28'
N67'2725"W 16.84'
C707
54.00'
12329'06"
116.38'
N32'0924"E 95.13'
C708
54.00'
2711'59"
25.64'
N4311'09"W 25.40'
C709
54.00'
47-25'15"
44.69'
N80'2945"W 43.43'
C710
54.00'
2417'55"
22.90'
S63'38'40"W 22.73'
C711
54.00'
1'04'32"
1.01'
S50'57'26"W 1.01'
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
1
TRACT 'XXX'__ FF
N00'02'35'E 5.00'���
N00'02'35"E 5.00'---' _
S89'57'25"E 9.00'- N
N00'02'35"E 5.00' o
,ri o
420 419
LOT 420 AND TRACT 'XXX'
PSDE DETAIL
SCALE 1 "=20'
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
SDE CITY OF BEND STORM EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
AWE AVION WATERLINE EASEMENT
E1 IRRIGATION EASEMENT BENEFITING THE CENTRAL OREGON
IRRIGATION DISTRICT, PER INST. 2025-6552
INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
0/M7,oZ4--
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.001�
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PL5
SHEET 7 OF 7
TRACT 'XXX' N89057'25"W 66.19Lu
'
i C700 L-19.96
) _ o o w
oC)
u N00'02'35"E 1.18' O
z ice• N89'57'25"W 80.50' + 7.07'
N89'57'25"W
4.00' NF
T
C7p6
448
S45002'35'W
o�
8.00'
N44'57'25"W 10.00'-
400 PSDE -
N00'02'35"E 7.07'
LOT 400 AND TRACT 'XXX'
PSDE DETAIL
SCALE 1 "=20'
-,- W -,-
o T �n _ 50.00'
Lo o
o M PSDE
o to W
Z N89'57'25"W �n
, p")
o W
om
ui0-
33.00 N 415
N89'57'25"W o Z
10.00 7----- 5.00'
i
N89'57'25"W
416 x 00 17.00'
-. I Lo 414
00
I- M w
Q C) 1 N
I
zj o
�z
10.00' PUE 17 00' 413
N39 55 26 E i i PRUE
14.38'
y�
ice----N39'55'26"E
C703 L=16.19' 18.01'
C702 L=] 0.01' coo PRUE 412
('�` q TRACT 'WWW'
TRACT 'XXX' PUE, PRUE,
AND PSDE DETAIL
SCALE 1 "=30'
LOT 448
PUE DETAIL DESCHUTES COUNTY SURVEYOR
SCALE 1"=20' �'r �.Q OI 1 OG ,�- LOZ% BY: 0`( S
{.G
CS 2 16 7 8
RENEWS:12/31/25