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SURVEYOR'S CERTIFICATE
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 5A", BEING A REPLAT OF TRACT 'S', PORTIONS OF TRACTS '0' AND 'U' OF `PETROSA, PHASE 2" A PORTION OF TRACT 'FFF' OF `PETROSA, PHASE 4" 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 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." LOCATED AT THE SOUTHERLY CORNER OF LOT 130 OF `PETROSA,
PHASE 2" RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER 2021-36791; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID LOT 130, NORTH 42'22'28" EAST 123.24 FEET TO THE
NORTHEAST CORNER OF SAID LOT 130 BEING AT THE EASTERLY TERMINUS OF NE BOULDER CREEK DRIVE; THENCE ALONG SAID EASTERLY TERMINUS, NORTH 28'03'18" EAST 60.00
FEET TO A POINT ON THE SOUTHWESTERLY LINE OF TRACT 'P' OF SAID PLAT, ALSO BEING A POINT OF NON -TANGENCY; THENCE ALONG SAID SOUTHWESTERLY LINE ON THE FOLLOWING
COURSES: ALONG A CURVE TO THE LEFT WITH A RADIUS OF 470.00 FEET (RADIUS POINT BEARS NORTH 28'03'18" EAST), A CENTRAL ANGLE OF 28'00'43'; AN ARC LENGTH OF 229.78
FEET, AND A CHORD OF SOUTH 75'57'04" EAST 227.50 FEET; THENCE SOUTH 8957'25" EAST 1.45 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 'P'; THENCE ALONG THE
EASTERLY LINE OF SAID TRACT 'P' ON THE FOLLOWING COURSES: NORTH 00'02'35" EAST 235.00 FEET; THENCE SOUTH 89057'25" EAST 107.00 FEET; THENCE NORTH 00'02'35" EAST
65.00 FEET; THENCE NORTH 89057'25" WEST 107.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE OF TRACT 'P' AND THE EASTERLY LINE OF TRACT 'Q' OF SAID PLAT,
NORTH 00002'35" EAST 424.66 FEET TO THE NORTHERLY LINE OF SAID TRACT 'Q'; THENCE ALONG SAID NORTHERLY LINE, NORTH 89'57'25" WEST 147.09 FEET TO THE EASTERLY
RIGHT-OF-WAY LINE OF EAGLE ROAD (40.00 FEET FROM CENTERLINE), ALSO BEING A POINT OF NON -TANGENCY; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY ON THE FOLLOWING
COURSES: ALONG A CURVE TO THE LEFT WITH A RADIUS OF 530.00 FEET (RADIUS POINT BEARS NORTH 73'01'38" WEST), A CENTRAL ANGLE OF 16'5547" AN ARC LENGTH OF 156.60
FEET, AND A CHORD OF NORTH 08030'29" EAST 156.03 FEET, THENCE NORTH 00'02'35" EAST 33.67 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF NE NIPPER DRIVE (30.00 FEET
FROM CENTERLINE); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 89057'25" EAST 26.50 FEET TO THE EASTERLY TERMINUS OF SAID NE NIPPER DRIVE; THENCE ALONG
SAID EASTERLY TERMINUS, NORTH 00002'35" EAST 60.00 FEET TO THE SOUTHERLY LINE OF TRACT 'V' OF SAID PLAT, THENCE ALONG SAID SOUTHERLY LINE SOUTH 89'57'25" EAST
279.12 FEET, THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 00'02'35" WEST 60.00 FEET; THENCE NORTH 89'57'25" WEST 14.50 FEET; THENCE SOUTH 00002'35" WEST 106.00 FEET
TO AN ANGLE POINT IN THE EASTERLY LINE OF TRACT 'FFF' OF `PETROSA, PHASE 4" RECORDED MARCH 2, 2023, AS INSTRUMENT NUMBER 2023-04690; THENCE ALONG SAID
EASTERLY LINE, SOUTH 89'57'25" EAST 110.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE OF TRACT 'FFF' AND THE EASTERLY LINE OF TRACT 'S' OF SAID "PETROSA,
PHASE 2", SOUTH 00002'35" WEST 506.66 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE OF SAID TRACT 'S', NORTH 8957'25" WEST 62.00 FEET, THENCE CONTINUING ALONG
SAID EASTERLY LINE OF SAID TRACT 'S' AND ITS SOUTHERLY PROLONGATION, SOUTH 00002'35" WEST 360.00 FEET; THENCE NORTH 89057'25" WEST 47.99 FEET TO A POINT OF
NON -TANGENCY; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET (RADIUS POINT BEARS NORTH 89'29'00" EAST), A CENTRAL ANGLE OF 6*54'16"1 AN ARC
LENGTH OF 20.49 FEET, AND A CHORD OF SOUTH 03'58'08" EAST 20.47 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 89046'53" EAST 124.73 FEET; THENCE SOUTH
34'23'46" EAST 161.97 FEET; THENCE SOUTH 0013'07" EAST 114.00 FEET; THENCE SOUTH 8946'53" WEST 110.02 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A CURVE TO
THE RIGHT WITH A RADIUS OF 230.00 FEET (RADIUS POINT BEARS SOUTH 89'01'15" WEST), A CENTRAL ANGLE OF 0'45'38" AN ARC LENGTH OF 3.05 FEET, AND A CHORD OF SOUTH
00'35'56" EAST 3.05 FEET; THENCE SOUTH 0013'07" EAST 9.05 FEET; THENCE SOUTH 89046'53" WEST 170.00 FEET; THENCE NORTH 32'30'33" WEST 189.27 FEET, THENCE NORTH
0013'07" WEST 98.00 FEET; THENCE NORTH 89'46'53" EAST 105.25 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 230.00 FEET
(RADIUS POINT BEARS NORTH 83'56'19" EAST), A CENTRAL ANGLE OF 5'41'27', AN ARC LENGTH OF 22.84 FEET, AND A CHORD OF NORTH 0312'57" WEST 22.83 FEET TO A POINT OF
NON -TANGENCY; THENCE NORTH 89057'25" WEST 108.46 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF 6"07'28"1 AN ARC
LENGTH OF 56.65 FEET, AND A CHORD OF NORTH 86053'41" WEST 56.63 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 0902445" WEST 9.53 FEET, THENCE NORTH 80035'15"
WEST 60.00 FEET; THENCE SOUTH 50008'24" WEST 69.76 FEET; THENCE SOUTH 65000'16" WEST 120.65 FEET TO THE EASTERLY LINE OF TRACT 'N' OF `PETROSA, PHASE 2" ALSO
BEING A POINT OF NON -TANGENCY; THENCE ALONG SAID EASTERLY LINE ON THE FOLLOWING COURSES: ALONG A CURVE TO THE LEFT WITH A RADIUS OF 257.00 FEET (RADIUS POINT
BEARS SOUTH 59057'04" WEST), A CENTRAL ANGLE OF 17'3436"$ AN ARC LENGTH OF 78.84 FEET, AND A CHORD OF NORTH 38050'14" WEST 78.53 FEET, THENCE NORTH 47037'32"
WEST 3.37 FEET TO THE INITIAL POINT.
THE ABOVE TRACT OF LAND CONTAINS 8.88 ACRES, MORE OR LESS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO REPLAT TRACT 'S', PORTIONS OF TRACTS '0', AND 'U' OF `PETROSA, PHASE 2", A PORTION OF TRACT 'FFF' OF `PETROSA, PHASE 4", 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 4" WERE DETERMINED FROM SAID
PLATS, ALL DATA AND MONUMENTS WERE HELD FROM SAID PLATS. 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 LINES OF TRACTS 'P' AND 'Q' OF SAID "PETROSA, PHASE 2" ARE NORTH 00'02'35" EAST.
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 NIPPER DRIVE, NE SUCHY STREET, NE ROCK LEDGE
AVENUE, NE BOULDER CREEK DRIVE, AND NE OAKSIDE LOOP;
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 ENTIRETIES OF TRACTS 'HHH', 'III' AND 'JJJ', 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 THE RETAINING WALL EASEMENT (RWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "PETROSA, PHASE 5A", HENCEFORTH TO BE SO KNOWN.
(SEE SHEET 2 FOR SIGNATURE)
Deschutes County Official Records
Steve Dennison, County Clerk 2024-15936
01523461202400159360010012
D-PLAT ` Cnt=1 Pgs=1 Stn=7 06/2512024 09:20 AIM
PETROSA, PHASE 5A
A REPEAT OF TRACT 'S', PORTIONS OF TRACT '0' AND U' OF "PETROSA,
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 18, 2024
PLAT NOTES PZ-20-0235
i. THIS Pinr is suesc. TO TMc coxomaxs or nwxovu xr rmm IN nn OF ecrvo vaozc. xuueER rz-20-0:35.
PHASE 2",
239
2. TRACTS 'GGG', 'III', AND 'LLL' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACTS ARE SUBJECT TO A PRIVATE
UTILITY EASEMENT (PRUE) OVER THEIR ENTIRETIES TO BENEFIT THE ADJOINING LOTS. TRACKS 'III' AND 'LLL' ARE SUBJECT TO A PUBLIC UTILITY EASEMENT (PUE) OVER THEIR ENTIRETIES
TO BENEFIT ADJOINING LOTS.
3. TRACTS 'HHH', AND 'JJJ' ARE PRIVATE ALLEY TRACTS. SAID TRACTS SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACTS ARE SUBJECT TO A
PUBLIC ACCESS EASEMENT (PAE) AND A PRIVATE STORM DRAINAGE EASEMENTS (PSDE) OVER THEIR ENTIRETIES 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. 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.
10. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED DECEMBER 13, 2021, AS INSTRUMENT NUMBER 2021-68260, DESCHUTES COUNTY OFFICIAL
RECORDS.
11. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITY IMPROVEMENT AGREEMENT, RECORDED MARCH 8, 2022, AS INSTRUMENT NUMBER 2022-09545, DESCHUTES COUNTY OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED APRIL 14, 2023, AS INSTRUMENT NUMBER 2023-08644, DESCHUTES
COUNTY OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED JULY 12, 2023, AS INSTRUMENT NUMBER 2023-16960, DESCHUTES COUNTY OFFICIAL RECORDS.
14. THIS PLAT IS SUBJECT TO THE SECURITY AND IMPROVEMENT AGREEMENT, RECORDED APRIL 2, 2024, AS INSTRUMENT NUMBER 2024-07953, DESCHUTES COUNTY OFFICIAL RECORDS.
15. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED APRIL 15, 2024, AS INSTRUMENT NUMBER 2024-09170, DESCHUTES COUNTY
OFFICIAL RECORDS.
16. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR THE GRANTS OF NEW EASEMENTS AND THE RELEASE AND QUIT CLAIM OF EXISTING EASEMENTS, TO BENEFIT THE CENTRAL OREGON
IRRIGATION DISTRICT, RECORDED MAY 14, 2024, AS INSTRUMENT NUMBER 2024-12028, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN HEREON (El), BEING A PORTION OF THE NEW
EASEMENT DESCRIBED IN EXHIBIT B-1 AND DEPICTED ON EXHIBIT B-2 OF SAID INSTRUMENT.
17. THIS PLAT IS SUBJECT TO THE PUBLIC UTILITY EASEMENT, TO BENEFIT THE CITY OF BEND, RECORDED JUNE 3, 2024, AS INSTRUMENT NUMBER 2024-13832, DESCHUTES COUNTY
OFFICIAL RECORDS. AS SHOWN HEREON (SSE).
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18. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
REGISTERED
FOR.
PROFESSIONAL
rLANDSUVOR
PAHLJSCH HOMES
210 SW WILSON AVENUE, #100
�—,
SHEET INDEX.
BEND, OR 97702
OREGON
1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, DECLARATION, AND PLAT NOTES
MAY 11, 2021
JACOB AN CARBON
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, POST MONUMENTATION NOTE, APPROVALS, CONSENT
9���P�
RENEYVS:12 3
AFFIDAVIT AND ASSESSORS CERTIFICATE
3. PLAT BOUNDARY
JOB NAME: PETROSA, PH5A AKS ENGINEERING do FORESTRY, LLC
4. LOTS 261-282, 305-311 AND TRACTS 'GGG' 'HHH' AND 'III' 2777 NW LOLO DR, STE 150
JOB NUMBER: 6777 BEND, OR 97703
5. LOTS 283-289, 300-304, AND TRACT 'JJJ' 541.317.8429
6. LOTS 290-299 AND TRACT 'ELL' DRAWN BY: GR JAC WWW.AKS—ENG.COM
7. DETAILS CHECKED BY: JAC MSK ENGINEERING • SURVEYING • NATURAL RESOURCES
DRAWING NO.: 6777 PH5A PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
� 2 ' 3 — $60.00 $11.00 $61.00 $10.00 $6.00 $148.00
38
SHEET 2 OF 7
DECLARATION SIGNATURE
PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP
PETROSA, PHASE 5A
A REPEAT OF TRACT 'S', PORTIONS OF TRACT '0' AND U' OF "PETROSA, PHASE 2",
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4"9
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
APRIL 18, 2024
PZ-20-0235
BY: PAHLISCH HOMES, INC.
APPROVALS
ITS GENERAL PARTNER
�
THE PLAT OF "PETROSA, PHASE 5A',
HAS BEEN APPROVED BY:
I Lo 15q
BY: MATT NELSON, CHIEF EXECUTIVE D�
DESCHUTES COUNTY COMMISSIONER:
DATE
DESCHUTES COUNTY SURVEYOR:
�� /��%�'�Y
o6I.Z'-jq001
DATE
CITY OF BEND PLANNING DIRECTOR:
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W2- 01202
CITY OF BEND ENGINEER:
DATE
ACKNOWLEDGMENT
DATE
STATE OF OREGON )
CENTRAL OREGON
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SS
IRRIGATION DISTRICT:
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COUNTY OF DESCHUTES )
DATE
ON THIS I lO" DAY OF 2024, BEFORE ME PERSONALLY APPEARED MATT NELSON, CHIEF
EXECUTIVE OFFICER OF PAHLISCH HOME , 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
DEED OF PAHLISCH HOMES AT PETROSA MITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP.
NOTARY SIGN TORE ''//,,��
PRINTED NAME: f�lJ
NOTARY PUBLIC OREGON
COMMISSION NO. 1 U 15LQ Vol- 2t
MY COMMISSION EXPIRES U,YI.0 21, r'Da-5-
POST—MONUMENTATION
I, JACOB ALLEN CARBON, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), POST-MONUMENTAiION 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 MA � I Sf
INTERIOR AND CENTERLINE MONUMENTS WERE SET APRI C_ 261 Zb V -{To ZO zq PER AFFIDAVIT OF POST-MONUMENTATION RECORDED ON
06 JA6 / a 0 z9 , AS INSTRUMENT NUMBER .20 Z-`f -16 33 $ DESCHUTES COUNTY OFFICIAL RECORDS.
. ���-UEpuTy 06/Z6/ZoZ�
�DESCHUiES COUNTY SURVEYOR DATE
PREPARED FOR
PAHLISCH HOMES
210 SW N7LSON AVENUE, #100
BEND, OR 97702
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
CONSENT AFFIDAVIT
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY M&T BANK, A TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER 2024-01629,
DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN RECORDED ON _ (. - 25 • 2 oZ4 . 2024 AS INSTRUMENT NUMBER
l ri q 3 K . DESCHUTES COUNTY OFFICIAL RECORDS.
ASSESSOR'S CERTIFICATE
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= 20_ TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A
LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME
e -�' DESCHUTES COUNTY ASSESSOR: �'" � ��°�✓� 6 /Z � 2ozy
r � ,
DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: !Rc)�e4 I TY'rot
' DATE
DESCHU'fE.4 COUNTY SWVUOR
F1LtDzG zoz BY• �iril
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
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NUMBER
2020-13331
INSTRUMENT
NUMBER
I
119
2022-34699
I
118
117
288
35"W 60.00'
'57'25"W 14.50'
'02'35"W 106.00'
-S89'57125"E 110.00'
311
310 1
309 ' TRACT 'U'
co
co
307 Lo
306 Lo
LV
O
0
305 1 (n
304
303
302 1 TRACT 'T'
LN89057'25"W 62.00'
NE ROCK
LEDGE
I
301
AVENUE
(PUBLIC)
r'e-.
TRACT
'JJJ'
(PRIVATE
ALLEY)
I
Lo
M
wo
•
300
N
289 1 1 1
C5 L=22.84'
108.46' I N89'29'00'E (R)
L=56.65' - - N89-57925"W 47.99'
z--C3 L=20.49'
19046'53" V" )
105.25'
292
N83'56'19"E (R)
293
2� 299
�G
298
294
138.72' S89'01'15"W (R)
295 I I -
S89046'53"W 170.00'
INSTRUMENT
NUMBER
2020-01223
PETROSA, PHASE 5A
A REPEAT OF TRACT 'S', PORTIONS OF TRACT 90' AND Ul Of "PETROSA, PHASE 2",
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMtTTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 18, 2024
PZ-20-0235
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl*
470.00'
28'00'43"
229.78'
S7557'04"E 227.50'
C2*,**
530.00'
16'55'47"
156.60'
N08'30'29"E 156.03'
C3
170.00'
6*54'16"
20.49'
S03058'08"E 20.47'
C4
230.00'
0'45'38"
3.05'
S00'35'56"E 3.05'
C5
230.00'
5'41'27"
22.84'
NO3'12'57"W 22.83'
C6
530.00'
6'07'28"
56.65'
N86'53'41 "W 56.63'
C7
257.00'
17'34'36"
78.84'
N38050'14"W 78.53'
REFERENCES
( )R1 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA,
FILED MARCH 30, 2021, AS COUNTY SURVEY 20485
( )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
INSTRUMENT LEGEND
NUMBER
2020-13298
X SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
A SET 1-1/8- COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
X RM SET 5/8" IR W/OPC INSCRIBED "AKS ENGR. REF MON"
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2
O FOUND 5/8" IR W/ YPC INSCRIBED "AKS ENGR."; PER R3
N89'46'53"E 124.73'
I
S34023'46"E 161.97'
297 S0013'07"E 114.00'
296
S89*46'53"W 110.02'
\ C4 L=3.05 DTL
S0013'07"E
9.05'
Coll"
Byip
ff
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP 4eli
W/OPC WITH AN ORANGE PLASTIC CAP
IR IRON ROD PREPARED FOR
• MEASURED AND RECORD DATA PER R2 PAHLISCH HOMES
SCALE: 1 =100 FEET 210 SW WILSON AVENUE, #100
•{ MEASURED AND RECORD DATA PER R3 BEND, OR 97702
(R) RADIAL BEARING
100 0 20 50 100
DTL SEE DETAIL SHEET 7
6//3/ zoZ
REGISTERED
PROFESSIONAL JOB NAME: PETROSA, PHSA AKS ENGINEERING do FORESTRY, LLC
LAND SURVEYOR 2777 NW LOLO DR, SlE 150
JOB NUMBER: 6777 BEND, OR 97703
.�� 541.317.8429
OREGON
DRAWN BY: GR JAC WWW•AKS-ENG.COM
MAY 111, 2021
JACOB ALLEN CARSON j CHECKED BY: JAC MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
94570PLS
RENEWS: 12 31 25 DRAWING NO.: 6777 PH5A PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
''
CS 2 1 3382
SHEET 4 OF 7
r
N00'02'35"E 60.00'**-
S89*57'25"E 26.
1
I
N00'02'351 33.6
r
r
0
� Q
O
�L
J
(3' !,
r W N
i
S89'57125"E 279.129
CONTINUED ON SHEET 5
A REPEAT
89'57925"W 14.50$
S89'57925"E 110.001
PETROSA, PHASE 5A
OF TRACT 'S', PORTIONS OF TRACT '0' AND U' OF "PETROSA,
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4",
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 18. 2024
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2*,**
530.00'
1 16'55'47"
156.60'
N08'30'29"E 156.03'
C400
13.50'
90'00'00"
21.21'
N45'02'35"E 19.09'
C401
13.50'
90'00'00"
21.21'
N44'57'25"W 19.09'
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
• 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 R2
O FOUND 5/8' IR W/ YPC INSCRIBED "AKS ENGR."; PER R3
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/AEC
WITH p y" ALUMINUM CAP
IR
IRON ROD
PUE
PUBLIC UTILITY EASEMENT
PRSDE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
DBC
DESTROYED BY CONSTRUCTION
SF
SQUARE FEET
DTL
SEE DETAIL SHEET 7
•
MEASURED AND RECORD DATA PER R2
•�'
MEASURED AND RECORD DATA PER R3
PSDE
PRIVATE STORM EASEMENT
COID
IRRIGATION FACILITIES EASEMENT BENEFITING THE
CENTRAL OREGON IRRIGA110N DISTRICT, PER R2
PAE
PUBLIC ACCESS EASEMENT
SSE
PUBLIC UTILITY EASEMENT, BENEFITING THE CITY OF
BEND, PER INSTRUMENT NUMBER 2024-13832,
DESCHUTES COUNTY OFFICIAL RECORDS
RWE
RETAINING WALL EASEMENT
PRUE
PRIVATE UTILITY EASEMENT
(1Yp)
TYPICAL
SCALE: 1 "= 40 FEET
Fmmmm%?%ii�
40 0 8 20 40
JOB NAME: PETR
JOB NUMBER: 6777
OREGON DRAWN BY:
MAY 11, 2021
JACOB ALLEN CARBON CHECKED BY:
94570PL5
RENEWS: 2 31 25 DRAWING NO.:
GR/JAC
N
PHASE 2", w
co
E
239
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
PH5A AKS ENGINEERING dt FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS—ENG.COM
JAC MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
6777 PH5A PLAT FORESTRY- PLANNING -LANDSCAPE ARCHITECTURE
2 133 8
SHEET 5 OF 7
W
M
N
0
z
TRACT 'P'
S89'57'25"E 1.45'*
Cl L_229.78'# DTL
CONTINUED ON SHEET 4
282
- - 107.00'______1__
---------------------------
0 0 283
CD 5,136 SF
I
; _6
0.
I
-_- ___S89'57'25"E 107.00'__�___
I
_.
oC4284
I
I
1 o
CV
4,708 SF
1
--------S89'57'25"E 107.009------
1
I __
--------------------------
--
8.00'--�
0 285
PUE
0
� 4,815 SF
1 o
16
I
I
I
N89*57'25"W 107.009* o
Lri
Co
w
M
w
0
O
S89"57925"E 107.001* Z
0
0C14
286
1
I
I
I
I
1 0
6,634 SF
i co
i
2.00' I
-----------105.00-----------
1-
_------S89.57'25"E 107.00'------�'
8.00'--"
PUE
00
287
1 0
In
5,778 SF
I Lo
I
I
--------S89'57'25"E 107.00'---___t_
1
---- -----------------------i-
rn
C'4 o
w 288
I
I o
Lo
o N � 5,778 SF
cV
l
I
•�---i-
-S89'57'25"E 107.00'______1_
----
- -----------------I
I
Io
I
I
04
,
0
289
; o
co
6,955 SF
i co
1
1
S89'57'25"E 107.00'
I
1
I
I
I_I_______________________
-
30.00'
30.00'
- i ------S89'57'25"E 110.00'-----
1
10.00'
I !
PSDE
'
o 304 w ; o
4-1 5,280 SF In w i �
�-� 8.00' ci
I 1
co
co
,
- _- PUE - S89.57'25"E 110.00' -L- --i- 1
c>
Lo
-
_ fi___________________,_fioI , IC'i
T-I
to
T
to
I o , 1
o 303 N; o
�
M
J-
M
� 1 5,280 SF �
N
o
I
N
o
C),
I , I
,
110.001
O
N
_1______S89'57'25"E ------i-L
-T----------------------- --r
i �Lt
I
PSDE
Co
co I 302 DTL CID
co,
5.00'
RWE
) 5,793 SF L0
I
i
in
o
,
I I
•-i 110.00,
4
N
S89.57'25"E o N89'57'25"W
48.00 0
062.00
M
il
_ S89'57'25"E 78.00 -41
TRACT
NE
ROCK
LEDGE
AVENUE
(PUBLIC) o
6
M
v
S89'57'25"E
I m
48.00'
�
a
I
Lo
2.50
CN o
I W
PRSDE
Cl
LLI
I
I
wCl
I N
Cl
o 301 o
5,280 SF o
RM
Lu
I V
cn
ti)
Lu Lo
PUE i
W
N
aDTL
o
S89'57'25"E o f CDZ
o
_
- i 48.00' `N I to 20.00CN
o
2
o TRACT 'JJJ'
I M
N
N i (PRIVATE ALLEY)
48.00' 1 960 SF
1
ZZ
S89'57'25"E
I
i
I
2.50'
I
i PRSDE
I
0 300 0
I
C) 5,280 SF o
I
I
INSTRUMENT NUMBER
I
1 2022-34699
I
I
30.00'
30.00'
I
I
S89.57'25"E
I
48.00' I
108.45'
NE BOULDER CREEK
CD
CS L=244.45, DRIVE (PUBLIC) " '
_ ML _ S89 57 25 E 216.45
C10 L=81.76' - - 138.45' - - - - 78.00'
in
"dq- o I o
N O N
o 0. C6 L=56.65' "' N89*57925"W 108.46' !
30.00'
TRACT '0' 30.00' 30.00'
C5 L=22.84'
09'24'45"W
LN80*35'15"W 9.53' ;
60.00 292
NE OAKSIDE LOOP '
(PUBLIC) CONTINUED ON SHEET 6
5
L=20.49'
89057'25"W 47.99'
K1.11-11)
PETROSA, PHASE 5A
A REPEAT OF TRACT 'S, PORTIONS Of TRACT '0' AND U' OF "PETROSA,
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 18, 2024
PZ-20-0235
LEGEND
X SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
• 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)
A SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
• RM SET 5/8" IR W/OPC INSCRIBED "AKS ENGR. REF MON";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2
r( FOUND 5/8" IR W/ YPC INSCRIBED "AKS ENGR."; PER R1
ABBREVIATIONS
W/1PC WITH A YELLOW PLASTIC CAP
W/AEC WITH q 2" ALUMINUM CAP
W/OPC WITH AN ORANGE PLASTIC CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
* MEASURED AND RECORD DATA PER R2
DTL SEE DETAIL SHEET 7
PSDE PRIVATE STORM EASEMENT
RWE RETAINING WALL EASEMENT
(TYP) TYPICAL
6
SCALE: 1 "= 40 FEET
40 0 8 20 40
REGISTERED
PROFESSIONAL
LAND SURVEYOR
to //5/ Z-oz t
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JOB NAME:
JOB NUMBER:
OREGON
MAY 11. 2021
JACOB ALLEN CARBON
94570PLS
DRAWN BY:
CHECKED BY:
DRAWING NO.:
RENEWS:12 31 25
PHASE 2",
23,
PREPARED FOR
PAHLISCH HOMES
270 SW WILSON AVENUE, #100
BEND, OR 97702
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl*
470.00'
28.00'43"
229.78'
S75.57'04"E 227.50'
C3
170.00'
6*54'16"
20.49'
N03058'08"W 20.47'
C5
230.00'
5'41'27"
22.84'
S03.12'57"E 22.83'
C6
530.00'
6.07'28"
56.65'
S86.53'41 "E 56.63'
C8
500.00'
28.00'43"
244.45'
S75057'04"E 242.02'
C10
500.00'
9.22'10"
81.76'
S8516'20"E 81.67'
PETROSA, PH5A AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
6777 BEND, OR 97703
541.317.8429
GR JAC WWW.AKS-ENG.COM
JAC MSK ENGINEERING • SURVEYING • NATURAL RESOURCES
6777 PH5A PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
N
..r
w
w
co
213-38-
SHEET 6 OF 7
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH A 2" ALUMINUM CAP
W/OPC WITH AN ORANGE PLASTIC CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
DBC DESTROYED BY CONSTRUCTION
DTL SEE DETAIL SHEET 7
* MEASURED AND RECORD DATA PER R2
RWE RETAINING WALL EASEMENT
(TYP) TYPICAL
E1 IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INSTRUMENT
NUMBER 2024-10056, DESCHUTES COUNTY OFFICIAL
RECORDS
124
INITIAL POINT
N47-37932"W -�
3.379* DTL \
00
00'
ch
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
• 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)
A SET 1-1/8- COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
RM SET 5/8" IR W/OPC INSCRIBED "AKS ENGR. REF MON"
• RM SET 5/8" IR W/OPC INSCRIBED "AKS ENGR. REF MON";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
470.00'
28'00'43"
229.78'
S75'57'04"E 227.50'
C600
170.00'
22'08'37"
65.70'
S18'2934"E 65.29'
C3
170.00'
6054'16"
20.49'
NO3'58'08"W 20.47'
C601
170.00'
13'34'09"
40.26'
N36'20'57"W 40.17,
C4
230.00'
0'45'38"
3.05'
N00035'56"W 3.05'
C602
230.00'
1219'23"
49.47'
N36'58'21 "W 49.37'
C5
230.00'
5'41'27"
22.84'
S0312'57"E 22.83'
C603
230.00'
16'4436"
67.21'
N22'26'21 "W 66.97'
C6
530.00'
6'07'28"
56.65'
S86'53'41 "E 56.63'
C604
230.00'
13'05'18"
52.54'
S07031'24"E 52.43'
C7
257.00'
17'34'36"
78.84'
S38'50'14"E 78.53'
C605
230.00'
15'57'25"
64.06'
S14002'23"E 63.85'
C8
500.00'
28'00'43"
244.45'
S75057'04"E 242.02'
C606
230.00'
21'06'56"
84.76'
S32034'34"E 84.28'
C9
500.00'
18'38'33"
162.69'
S7115'59"E 161.97'
C607
170.00,
0'22'05"
1.09,
S42056'59"E 1.09'
C10
500.00'
9022'10"
81.76'
S8516'20"E 81.67'
C608
170.00'
24623'53"
72.39'
S30'34'00"E 71.84'
C11
200.00'
4310'37"
150.72'
S2103244"E 147.18'
C609
170.00'
18008,57"
53.85,
S091735"E 53.62,
C12
200.00'
42'54'55"
149.80'
S21'40'35"E 146.33'
C610
230.00'
42'45'48"
171.66"
S21'45'08"E 167.71'
C611
170.00'
42'37'02"
126.45'
S21049'31 "E 123.55'
C612
230.00'
42054'55"
172.27'
S21'40'35"E 168.27'
C613
170.00'
42'54'55"
127.33'
N21'40'35"W 124.38'
C614
530.00'
15723'51"
142.43'
S69'38'38"E 142.00'
C615
200.00'
14'48'22"
51.68'
N4013'21 "W 51.54'
C616
257.00'
9*28'16'
42.48'
S34'47'04"E 42.43'
C617
257.00'
8'06'20"
36.36'
S43'34'22"E 36.33'
PREP ARFD
rANLIJLh MUMtJ
210 SW WILSON AVENUE, #100
BEND, OR 97702
PETROSA, PHASE 5A
A REPEAT OF TRACT 'S', PORTIONS OF TRACT '0' AND U' OF "PETROSA,
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
eoau la onon
CONTINUED ON SHEET 5
INSTRUMENT NUMBER
2022-34699
SCALE: 1 "= 40 FEET
I !%?%ii
40 0 8 20 40
PHASE 2",
239
PZ-20-0235T DEBCIitffE9C0Uttl'YBUgVEYOp
89'57925"W 47.99'
S89'46'53"W 170.00'
6 /13 �Z62 v
JOB NUMBER:
�FlLEp 6 � oZ`.i 6Y:W,�S
INSTRUMENT NUMBER
2022-34699
S89046'53"W 110.02'
C4 L=3.05' DTL
-S0013'07"E 9.05'
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429 Aj
WWW.AKS-ENG.COM
CHECKED BY: JAC/MSK � ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6777 PH5A PLAT FORESTRY- PLANNING•LANDSCAPE ARCHITECTURE
w
w
co
CS 21338-
SHEET 7 OF 7
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
PETROSA, PHASE 5A
A REPEAT D TRACT S, PORTIONS OF TRACT '0' AND U' OF "PETROSA,
A PORTION OF TRACT 'FFF' OF PETROSA, PHASE 4",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
NE NIPPER CITY OF BEND, DESCHUTES COUNTY, OREGON
DRIVE APRIL 18, 2024
�IS89*57'25"E PZ-20-0235
2.00' NE
2.00' eOtl�D
PSDE CREEK FR
I �
jV� NE NIPPER DRIVE
00 L_24,55, o
ILo I
o - c I S0924'45"W
N LOTS 269-272 �1 E, 9.53' LEGEND TRACT 'GGG' 261
PSDE DETAIL o TRACT 'ELL' o SET 5/8" IR W/YPC INSCRIBED "AKS ENGR." LOT 261
1 „ -30' EnI
o o i �� • SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST MONUMENT DENTAL
C701 i o z , �O�`L MONUMENTATION NOTE (SEE SHEET 2) wl
L=7.44 I 269 270 271 272 ; �g0IV o " " " 1 =10
S_89_57_25_E 83.57 ---- I FOUND 5/8 IR W/YPC INSCRIBED AKS ENGR. , PER R2
C702
O FOUND 5/8" IR W/ YPC INSCRIBED "AKS ENGR."; PER R3
L=6.32' C703 TRACT 'HHH' 20.00' E1 DETAIL
L=7.44' S00002'35"w ABBREMATIONS 2.00' SCALE 1 "=20' 293
W/YPC WITH A YELLOW PLASTIC CAP
L=13.76'
C705
L=7.44'
I
I
l
I
�
I
I
273
_ ^
�
i N00.02'35"E
Q o
o
I 64.59
NE NIPPER DRIVE
=
a- 2.00'
S89'57'25"E
20.00'
I PSDE
I
It
16.00' I
'
'
'
4.00' I
S89757'25"E
261
I
2.00'
LOT 273
1
20.00'
PSDE DETAIL
o
SSE i u
�-
1 "=30'
262
I
I
IM
I cV
of
0
I o
0
263
rZ
31
lro
I
I
io
o1
269
270
271
272
264
of
8�
I
4.00'
S89'57'25"E 75.50'
L-------
'HHH'
I
TRACT
o U.�I
(PRIVATE ALLEY)
o (n 5.50' o 0
265
1.50
o N-
------
---�' -
------
N
S89'57'25"E 75.50'
I
I ;
o
I
266
�'�onl
273 L6
274
275
20.00' (01
SSE �l
TRACT 'HHH' , LOTS
267 ;
o l
261-268 AND 273-276
'C)l
SSE DETAIL
N'
I-
1 "=30'
20.00'
I
268
4.00'
'1
_16_0o' ;
S89'57'25"E
20.00' _
276
S89.57'25"E
303 10.00'
_ 410.00 S00'02'35"W
S00'02'35"W PSDE 10.50'
10.50' 302 � TRACT 'T'
S89'57'25"E
10.00'
LOT 302
PSDE DETAIL
1 "-30'
301 S89*57'25"E
__�6.00'
0 0l
i o of
1- 1 c0 c01
0
W 16.00' M TRACT
g PUE o 'JJJ'
to M N `V i N (PRIVATE
�- o o ALLEY)
= t� N o `�
�o
- -- °OJ
W "
Z 300 S89 57 25 E
16.00
TRACT 'JJJ' AN D
LOTS 300-301
PUE DETAIL
1 "=20'
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM EASEMENT
SSE PUBLIC UTILITY EASEMENT, BENEFITING THE CITY OF
BEND, PER INSTRUMENT NUMBER 2024-13832,
DESCHUTES COUNTY OFFICIAL RECORDS
E1 IRRIGATION EASEMENT, BENEFITING THE CENTRAL
OREGON IRRIGATION DISTRICT, PER INSTRUMENT
NUMBER 2024-10056, DESCHUTES COUNTY OFFICIAL
RECORDS
6
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
230.00'
0'45'38"
3.05'
N00.35'56"W 3.05'
C607
170.00'
0.22'05"
1.09'
S42.56'59"E 1.09'
C700
530.00'
2.39'16"
24.55'
S76'00'55"E 24.55'
C701
13.50'
31.35'11"
7.44'
S15.45'01 "E 7.35'
C702
13.50'
2649'38"
6.32'
S44.57'25"E 6.26'
C703
13.50'
31.35'11"
7.44'
S74.09'50"E 7.35'
C704
13.50'
58.24'49"
13.76'
S60'50'10"W 13.18'
C705
13.50'
31.35'11"
7.44'
S15.50'10"W 7.35'
TRACT 'HHH'
273
2.00'
TRACT Q TRACT 'III'
TRACTS'HHH' AND'III'
MONUMENT DETAIL
1 "=10'
S89'57'25"E 1.45'*
289
NE BOULDER CREEK DRIVE
MONUMENT DETAIL
1 "-10'
�/z y/2dz
REGISTERED
PROFESSIONAL JOB NAME: PETROSA, PH5A
LAND SURVEYOR
JOB NUMBER: 6777
OREGON DRAWN BY:
MAY 11, 2021
JA(OB ALLEN CARBON CHECKED BY:
94570PLS
RENEWS: 12 31 25 DRAWING NO.:
GR/JAC
294
PHASE 2",
239
�
C607 tt_
L=1.09' 1p
F�
LOT 293
MONUMENT DETAIL
1 " 10'
296
L=3.05'
-N0013'07"W 9.05'
MONUMENT
DETAIL
SCALE 1"=10'
130
S47'37'32"E
INITIAL 3.37'
POINT 290
TRACT 'N'
LOT 290
MONUMENT DETAIL
1 "-10' _
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
JAC MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
6777 PH5A PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
2 133 8
1338
Deschutes County Official Records
Steve Dennison, County Clerk 2024-16338
After recording return to: L�,s COG
Deschutes County Surveyor's Office p ?�
61150 SE 27 Street 01523892202400163380010019
.................... _ .. .
..............
.........._.......
Bend, OR 97702
D-AFFIM Cnt=1 Pgs=1 Stn=25 06/26/2024 10:51 AM
$5.00 $11.00 $61.00 $10.00 $6.00 $93. Cp
INTERIOR CORNER MONUMENTATION
I, Jacob Allen Carson, Oregon Registered Professional Land Surveyor No. 94570, being duly sworn,
depose and say that in accordance with ORS 92.070, I have correctly surveyed and marked with proper
monumentation the interior corners as indicated on the plat of "Petrosa, Phase 5A" as originally recorded
on June 25, 2024, as Instrument Number 2024-15936, Deschutes County Official Records. Interior
monuments were set between April 26, 2024, to May 15, 2024.
Jacob Allen Carson
Registered Professional Land Surveyor No. 94570
AKS Engineering & Forestry
2777 NW Lolo Dr., Suite 150
Bend, OR 97703
(541) 317-8429
NOTARY CERTIFICATE
STATE OF OREGON )
) ss
COUNTY OF DESCHUTES )
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-;2E7-
FA
REGON
Y 11 2021
ALLEN CARSON
94570PLS
Signed and sworn to before me this 7-S of Tk n , 20249 by Jacob Allen
Carson.
Notary Public for the State of Oregon
My Commission Expires: -7"1 y 13 r Z07(v
OFFICIAL STAMP
., SAMUEL RICHARD FORD
NOTARY PUBLIC - OREGON
Kr `' COMMISSION NO. 1026060
MY COMMISSION EXPIRES JULY 13, 2026
COUNTY SURVEYOR APPROVAL
Approved this 25 day of Sy 1U � = - , 2024, in accordance with ORS 92.070.
Printed Name
Signature
Page 1 of 1