HomeMy WebLinkAboutSurvey 21042eacM1Nae County Official HacoNe
Steve cpnniso,,, County Clerk 2023-04690
SHEET 1 OF 12
PLAT NOTES
i. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ-20-0235.
2. TRACTS 'UU', AND 'DDD' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACTS ARE SUBJECT TO A PUBLIC
UTILITY EASEMENT (PUE) AND A PRIVATE UTILITY EASEMENT (PRUE) OVER THEIR ENTIRETIES TO BENEFIT THE ADJOINING LOTS.
3. TRACTS 'V V, 'WW, 'XX', AND 'ZZ' 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. TRACT 'YY IS FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION.
5. TRACT 'AAA' IS FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACT IS SUBJECT TO A PRIVATE UTILITY
EASEMENT (PRUE) OVER ITS ENTIRETY TO BENEFIT THE ADJOINING LOTS.
6. TRACT 'BBB' IS FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACT IS SUBJECT TO A PRIVATE STORM
DRAINAGE EASEMENT (PSDE) PER THE PLAT OF "PETROSA, PHASE 2", (NOTE 14 BELOW) OVER ITS ENTIRETY, TO BENEFIT LOTS 257 THROUGH 260 OF THIS PLAT.
7. TRACT 'CCC' IS FOR IS FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACT IS SUBJECT TO A PRIVATE STORM
DRAINAGE EASEMENT (PSDE) PER THE PLAT OF "PETROSA, PHASE 2", (NOTE 14 BELOW), TO BENEFIT LOTS 251 THROUGH 256 OF THIS PLAT.
8. TRACTS 'EEE' AND 'FFF' ARE FOR FOR FUTURE DEVELOPMENT.
9. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED NOVEMBER 7, 2019, AS INSTRUMENT NUMBER 2019-43352, DESCHUTES COUNTY
OFFICIAL RECORDS.
10. 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.
11. THIS PLAT IS SUBJECT TO THE TEMPORARY ACCESS AND UTILITIES EASEMENT AGREEMENT, TO BENEFIT QWEST CORPORATION D/B/A CENTURY LINK QC, AND TDS
BROADBAND SERVICES LLC D/B/A BEND BROADBAND, RECORDED JULY 6, 2020, AS INSTRUMENT NUMBER 2020-31814, DESCHUTES COUNTY OFFICIAL RECORDS. AMENDED
BY QUITCLAIM DEEDS, RECORDED JANUARY 4, 2023, AS INSTRUMENT NUMBER 2023-00193, AND RECORDED JANUARY 31, 2023, AS INSTRUMENT NUMBER 2023-02364,
DESCHUTES COUNTY OFFICIAL RECORDS, AS SHOWN HEREON.
12. THIS PLAT IS SUBJECT TO THE TEMPORARY ACCESS AND UTILITIES EASEMENT AGREEMENT, TO BENEFIT AVION WATER COMPANY, RECORDED JULY 16, 2020, AS INSTRUMENT
NUMBER 2020-34352, DESCHUTES COUNTY OFFICIAL RECORDS. AMENDED BY THE STATUTORY QUITCLAIM DEED, RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER
2021-05963, DESCHUTES COUNTY OFFICIAL RECORDS, AND AMENDED BY THE QUITCLAIM DEED, RECORDED DECEMBER 9, 2022, AS INSTRUMENT NUMBER 2022-42885,
DESCHUTES COUNTY OFFICIAL RECORDS, AS SHOWN HEREON.
13. THIS PLAT IS SUBJECT TO THE TEMPORARY EASEMENT FOR A RIGHT-OF-WAY, TO BENEFIT PACIFICORP, RECORDED OCTOBER 22, 2020, AS INSTRUMENT NUMBER
2020-56166, DESCHUTES COUNTY OFFICIAL RECORDS. AMENDED BY THE PARTIAL RELEASE OF TEMPORARY EASEMENT, RECORDED DECEMBER 30, 2022, AS INSTRUMENT
NUMBER 2022-44568, DESCHUTES COUNTY OFFICIAL RECORDS, AS SHOWN HEREON.
14. THIS PLAT IS SUBJECT TO THE PRIVATE STORM DRAINAGE EASEMENTS, TO BENEFIT LOTS 72 THROUGH 78, AND LOTS 79 AND 80 OF "PETROSA, PHASE 1", AS SHOWN AND
NOTED ON THE PLAT OF "PETROSA, PHASE 2". AMENDED BY QUITCLAIM DEEDS, RECORDED DECEMBER 16, 2022, AS INSTRUMENT NUMBERS 2022-43493, 2022-43494,
AND 2022-43495, RECORDED DECEMBER 20, 2022, AS INSTRUMENT NUMBER 2022-43813, RECORDED JANUARY 6, 2023, AS INSTRUMENT NUMBER 2023-00391, AND
RECORDED JANUARY 17, 2023, AS INSTRUMENT NUMBERS 2023-00951 AND 2023-00952, DESCHUTES COUNTY OFFICIAL RECORDS, AS SHOWN HEREON.
15. THIS PLAT IS SUBJECT TO THE RETAINING WALL EASEMENT, TO BENEFIT LOTS 72 THROUGH 79 OF "PETROSA, PHASE 1", AS SHOWN AND NOTED ON THE PLAT OF
"PETROSA, PHASE 2". AS SHOWN HEREON.
16. THIS PLAT IS SUBJECT TO THE TEMPORARY IRRIGATION FACILITIES EASEMENTS, TO BENEFIT THE CENTRAL OREGON IRRIGATION DISTRICT, AS SHOWN AND NOTED ON THE
PLAT OF "PETROSA, PHASE 2". AMENDED BY THE EASEMENT AGREEMENT AND RELEASE OF PRIOR EASEMENTS, RECORDED JANUARY 31, 2023, AS INSTRUMENT NUMBER
2023-02360, DESCHUTES COUNTY OFFICIAL RECORDS.
17. THIS PLAT IS SUBJECT TO THE WATERLINE EASEMENT, TO BENEFIT AVION WATER COMPANY, AS SHOWN AND NOTED ON THE PLAT OF "PETROSA, PHASE 2". AMENDED BY
THE QUITCLAIM DEED, RECORDED DECEMBER 9, 2022, AS INSTRUMENT NUMBER 2022-42884, DESCHUTES COUNTY OFFICIAL RECORDS.
18. THIS PLAT IS SUBJECT TO THE TEMPORARY PUBLIC UTILITY EASEMENT, AS SHOWN AND NOTED ON THE PLAT OF "PETROSA, PHASE 2". SAID EASEMENT LIES ENTIRELY WITH
IN THE DEDICATED RIGHT-OF-WAY OF COLE ROAD OF THIS PLAT, AND IS NOT SHOWN HEREON.
19. THIS PLAT IS SUBJECT TO THE SANITARY SEWER EASEMENT, TO BENEFIT THE CITY OF BEND, AS SHOWN AND NOTED ON THE PLAT OF "PETROSA, PHASE 2". SAID
EASEMENT LIES ENTIRELY WITH IN THE DEDICATED RIGHT-OF-WAY OF NE TELLUS DRIVE OF THIS PLAT, AND IS NOT SHOWN HEREON.
20. THIS PLAT IS SUBJECT TO THE IRRIGATION FACILITIES EASEMENT, TO BENEFIT THE CENTRAL OREGON IRRIGATION DISTRICT, AS SHOWN AND NOTED ON THE PLAT OF
"PETROSA, PHASE 2". AMENDED BY THE EASEMENT AGREEMENT AND RELEASE OF PRIOR EASEMENTS, RECORDED JANUARY 31, 2023, AS INSTRUMENT NUMBER
2023-02360, DESCHUTES COUNTY OFFICIAL RECORDS.
21. THIS PLAT IS SUBJECT TO THE TEMPORARY IRRIGATION FACILITIES EASEMENT, TO BENEFIT THE CENTRAL OREGON IRRIGATION DISTRICT, AS SHOWN AND NOTED ON THE
PLAT OF "PETROSA, PHASE 2", AS SHOWN HEREON.
22. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED DECEMBER 13, 2021, AS INSTRUMENT NUMBER 2021-68260, DESCHUTES COUNTY
OFFICIAL RECORDS.
23. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 8, 2022, AS INSTRUMENT NUMBER 2022-09545, DESCHUTES COUNTY
OFFICIAL RECORDS.
24. THIS PLAT IS SUBJECT TO THE SECURITY IMPROVEMENT AGREEMENT, RECORDED APRIL 19, 2022, AS INSTRUMENT NUMBER 2022-16282, DESCHUTES COUNTY OFFICIAL
RECORDS.
25. THIS PLAT IS SUBJECT TO THE DEED OF TRUST WHICH BENEFITS M&T BANK, RECORDED SEPTEMBER 23, 2022, AS INSTRUMENT NUMBER 2022-35449, DESCHUTES COUNTY
OFFICIAL RECORDS.
26. THIS PLAT IS SUBJECT TO THE IRRIGATION EASEMENT, TO BENEFIT THE CENTRAL OREGON IRRIGATION DISTRICT, FOR ITS USE AND MAINTENANCE OF AN IRRIGATION CANAL
AND PIPE, RECORDED JANUARY 31, 2023, AS INSTRUMENT NUMBER 2023-02360, DESCHUTES COUNTY OFFICIAL RECORDS.
27. THIS PLAT IS SUBJECT TO THE TEMPORARY EMERGENCY ACCESS EASEMENT, TO BENEFIT THE CITY OF BEND AND OTHER EMERGENCY VEHICLES, FOR THE PURPOSE OF
RESPONDING TO EMERGENCY SITUATIONS, RECORDED FEBRUARY 6, 2023, AS INSTRUMENT NUMBER 2023-02648, DESCHUTES COUNTY OFFICIAL RECORDS.
28. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
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PETROSA, PHASE 4
A REPEAT OF TRACTS 'R', 'BB', 'CC' , 'DDT, 'EE', OFF', 'GG', 'HH', III , AND
'MM', OF "PETROSA, PHASE 2", LOCATED IN THE NORTHWEST 1/4 AND
NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 13, 2023
PZ-20-0235
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 TELLUS DRIVE,
NE NIPPER DRIVE, COLE ROAD, NE PETROSA AVENUE, 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 FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC ACCESS EASEMENT (PAE) OVER THE ENTIRETIES OF TRACTS 'V V, 'WW, 'XX', AND
'ZZ', AS SHOWN HEREON;
AND FURTHER DEDICATES TO THE PUBLIC, THE TEMPORARY PUBLIC ACCESS EASEMENT (TPAE), AS SHOWN HEREON, SAID EASEMENT SHALL BE
RELEASED UPON FURTHER PLATTING OF TRACT 'EEE' AND DEDICATION OF PUBLIC A RIGHT-OF-WAY ASSOCIATED WITH FUTURE ROAD
IMPROVEMENTS;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE TEMPORARY UTILITY EASEMENTS (TUE), AS SHOWN HEREON, SAID EASEMENTS SHALL BE
RELEASED UPON FURTHER PLATTING OF TRACTS 'EEE' AND 'FFF', AND THE DEDICATION OF PUBLIC RIGHTS -OF -WAYS ASSOCIATED WITH THE
EXTENSIONS OF NE TELLUS DRIVE, EAGLE ROAD, AND NE NIPPER DRIVE IMPROVEMENTS;
AND DOES HEREBY GRANT TO THE BENEFIT OF ADJOINING LOTS AND OR TRACTS, 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 THE PRIVATE STORM DRAINAGE EASEMENTS (PSDE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE ADJOINING .LOTS AND TRACTS THE RETAINING WALL EASEMENT (RWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "PETROSA, PHASE 4", HENCEFORTH TO BE SO KNOWN.
(SEE SHEET 2 FOR SIGNATURE)
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DESCHUTES COUNTY SURVEYOR
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SHEET INDEX
1. PLAT NOTES, AND DECLARATION
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, POST
MONUMENTATION NOTE, ASSESSOR'S CERTIFICATE, CONSENT AFFIDAVIT, AND APPROVALS
3. PLAT BOUNDARY, AND POR11ONS OF TRACTS 'EEE' AND 'FFF'
4. LOTS 186-199, AND PORTIONS OF TRACTS 'UU' AND 'VV'
5. LOTS 176-185, 200-204, AND PORTIONS OF TRACTS 'UU', 'VV, 'WW, 'DDD' AND 'FFF'
6. LOTS 164-175, 205-212, AND PORTIONS OF TRACTS 'VW, 'DDD' AND 'EEE'
7. LOTS 213-216, 236-268, TRACTS 'XX' AND 'YY, AND A PORTION OF TRACT 'EEE'
8. LOTS 217-222, 231-235, TRACT 'AAA' AND A PORTION OF TRACT 'ZZ'
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
Z//f1 L6Z
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/23
9. LOTS 223-230, AND A PORTION OF TRACTS 'ZZ'
JOB NAME: PETROSA PH4
AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
10. LOTS 251-260, AND TRACTS 'BBB' AND 'CCC'
JOB NUMBER: 6777
BEND, OR 97703
541.317.8429
p[q
11. LOTS 239-247, AND A PORTION OF TRACT 'EEE'
DRAWN BY: JAC JBS
WWW.AKS-ENG.COM
CHECKED BY: MSK/BW
12. LOTS 248-250, A PORTION OF TRACT 'EEE', DETAILS 6 AND 7
ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6777 PH4 PLAT
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
aw
SHEET 3 OF 12
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a
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C
a
V
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J
Z
to
a
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3�
C1 o
O
Z
Z
r /� ,O \
N49"49'58"W 159.09'*9**
N40'10'02"E
INITIXPOINT
J�
M.-
- BASIS OF BEARINGS - YEOMAN ROAD -
S89'58'58"E 535.36'**
TRACT 'EEE'
N66045942"W 73.04'*9**
- S49'49'58"E 95.00'*9**
N79'16'04"W 94.61'*9**
RADIAL N58'21'39"W
r-C3 L=73.69'
/ 247 246
20.00'
SEE DETAIL 6
ON SHEET 12' 1 v TRACT 'LL'
N
T
I_
SEE DETAIL 7 --;
ON SHEET 12' 1
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Lo �;
NI Lo
o I N PHASE 2°
01 M TROSA,
I o PE
cn
I
I�
rl
1 TRACT 'JJ'
I
20.00' �
1 S89756'18'E**
I 1 30
• 177.07
I 50.00' TEMPORARY ACCESS AND
1 I UTILITIES EASEMENTS PER INST.
;r, M 2020-31814, INST. 2020-34352
I o o I AND INST. 2020-56166
� Z i
CT
1
SCALE: 1 "=100 FEET
Imm ___ 6%ii�
100 0 20 50 100
TRACT 'KK'
" 615.u' J
5'42 32 E
N�
212
164
211
5
166
210
167
168
209
1F9
PETROSA, PHASE 4
A REPEAT OF TRACTS 'R', 'BB', 'CC' , 'DD', PEEP, OFF', IGGI,
'HH', pill AND 'MM', OF "PETROSA, PHASE 2", LOCATED IN
THE NORTHWEST 1/4 AND NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 13, 2023
PZ-20-0235
TRACT 'AA'
0
U
Q
* TRACT 'V'
Lo
icn
U
3
m
Lo
M
�
Q
0
i Q
0
N
245 o
244 243 242 241 238 213 208 170 0
�9 240 171
239 207 172
237 214 U 173
Jai _ NE NIPPER DRIVEPUBLIC O
TRACT CCC - PUB�'� 236 215 174 I- oC
O � � 205 175 w
251 / 176 J
252 216 204 0
N6 253 254 TRACT YY 177 Q
.f.v 255 257 258 , w
s s 256 259 _
72 '°�* 260 TRACT AAA - - - - - - -
•** N767III" NE NIPPER DRIVE PUBLIC
23S
73 W ?03.6�,* ** 178
74 75 �� 217 203
N71'2934"W TRACT 'BBB
1" 76 69.57'#�## s?. ' Q�� `��� 218 202 180 '
SA, PNASE 77 7s ��� 0 4 � �� [Z8N 8* s� 20)
E MORENO P 79 O ��� 219 ' 1 1$2
SCE 80 ' ** �� 2 1
� 0
C2 L-43.13
N4272 28 E 41.93 , Cv
�� / 9
S89'57'25"E 291.22'**
264.72'
26.50'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
R2
530.00'
25'24'06"
234.97'
S29'40'25"W 233.05'
530.00'
25'24'06"
234.97'
S29'40'25"W 233.05'
C2
R1
R2
570.00'
4'20'07"
43.13'
N40'12'25"E 43.12'
570.00'
4'20'07"
43.13'
N40'12'25"E 43.12'
570.00'
4'20'07"
43.13'
N40'12'25"E 43.12'
C3
R1
R2
370.00'
11'24'38"
73.69'
N25056'02"E 73.56'
370.00'
11'24'38"
73.69'
N25'56'02"E 73.56'
370.00'
11'24'38"
73.69'
N25'56'02"E 73.56'
C4
R1
R2
356.50'
27'42'22"
172.39'
N09'23'13"E 170.72'
356.50'
27'42'22"
172.39'
N0923'13"E 170.72'
356.50'
27'42'22"
172.39'
N09'23'13"E 170.72'
C5
R1
R2
503.00'
18'03'00"
158.46'
N04'33'32"E 157.81'
503.00'
18'03'00"
158.46'
N04'33'32"E 157.81'
503.00'
18'03'00"
158.46'
N04033'32"E 157.81'
d- o
i} O
Oco
' ( S89'57'25"E
TRACT FFF ,
110.00 **
0 00 / /
FqS �FtijpO 1.71'
- RADIAL N73'01'38"W £MFNT kR- �0/0
S89057' 25"E
147.09'** N21'24'27"E�
LEGEND ' '� . �`� /�`� `��' J �9
"p ' QJ ,*� >>90 0�
❑ FOUND 5/8„ IRON ROD W/YPC INSCRIBEDAj
AKS ENGR. ; PER R1; HELD UNLESS c %K /G,P �o�' %9 //11,
,
NOTED OTHERWISE `SSt ir� " O '�� �/�% Z ' TRACT Q
� c� V
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED 9c�' / °O* �� �� � c9 /
AKS ENGR. ; PER R2; HELD UNLESS,�,�
NOTED OTHERWISE
• SET 5/8" IRON ROD W/YPC INSCRIBED , PHASE a �ec`ti ?QO 2n
AKS ENGR. ; PER POST MONUMEN IATION OSA O �: E
NOTE (SEE SHEET 2)
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1"
RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER
2021-06019, BY MICHAEL S. KALINA.
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
ABBREVIATIONS
* MEASURED AND RECORD DATA PER R1
** MEASURED AND RECORD DATA PER R2
INST. INSTRUMENT NUMBER PER DESCHUTES
OFFICIAL RECORDS
TRACT 'A' ' **
0 PN
A
rl`Llb *, PETROSA,
c%KV O%K'
0 213.96' i � TRACT 'U'
ro M M
N .00, / CV
w .0, o
Cl
M N29'52'20"E�i , 0 Co
cV 89.13 i y
o N66'33'51"E / S42'24'06"E�31.16'
z 84.15' / S85'23'28"E 103.28'
N43'24'10"E 6.64' ��'�\ ---- ----_
S89'55'00"W 277.00'** TRACT 'r'
71.27' TRACT 'S'
Z_/1S"1�.3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
_Z_ --
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/23
JOB NAME: PETROSA PH4 AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
,Q JOB NUMBER: 6777 BEND, OR 97703
G� 541.317.8429
.�P WWW.AKS-ENG.COM
DRAWN BY: JAC JBS
CHECKED BY: MSK BW ENGINEERING • SURVEYING • NATURAL RESOURCES
DRAWING NO.: 6777 PH4 PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 2 1042-
DEsctiurEsCOUNTY sc�RO
RLED m& =,s oye: Ca I L:u
SHEET 4 OF 12
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
R2
530.00'
25'24'06"
234.97'
N29'40'25"E 233.05'
530.00'
25'24'06"
234.97'
N29'40'25"E 233.05'
C17
180.00'
4219'53"
132.99'
N2112'31"E 129.98'
C18
490.00'
421953"
362.02'
N2112'31 "E 353.85'
C400
210.00'
8'47'01"
32.19'
S31'43'14"W 32.16'
C401
210.00'
6*15'44"
22.95'
S3914'36"W 22.94'
C402
13.50'
90'00'00"
21.21'
S87'22'28"W 19.09'
C403
320.00'
6'15'44"
34.97'
N39'14'36"E 34.96'
C404
320.00'
8'47'01"
49.06'
N31'43'14"E 49.01'
C405
340.00'
3'22'20"
20.01'
N25'36'49"E 20.01'
C406
340.00'
3'22'20"
20.01'
N2859'09"E 20.01'
C407
340.00'
3*35'19"
21.29'
N32'27'59"E 21.29'
C408
340.00'
3'31'05"
20.88'
N36'01'10"E 20.87'
C409
340.00'
3'22'31"
20.03'
N39'27'58"E 20.03'
C410
340.00'
1*13'14"
7.24'
N41'45'51"E 7.24'
C411
430.00'
0'57'55"
7.24'
N41'53'31"E 7.24'
C412
430.00'
2'40'02"
20.02'
N40'04'32"E 20.02'
C413
430.00'
4'28'53"
33.63'
N36'30'04"E 33.62'
C414
430.00'
417'41"
32.23'
N32'06'47"E 32.22'
C415
430.00'
2'39'58"
20.01'
N28'37'58"E 20.01'
C416
430.00'
2'39'57"
20.01'
N25'58'01"E 20.01'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C417
430.00'
42019'53"
317.69'
N2112'31"E 310.52'
C418
340.00'
42019'53"
251.20'
N21'12'31 "E 245.53'
C419
320.00'
42*19'53"
236.42'
N2112'31"E 231.08'
C420
R2
450.00'
4219'53"
332.47'
N2112'31 "E 324.96'
450.00'
4219'53"
332.47'
N2112'31 "E 324.96'
CON
?0, , ANC/
p�°D F4
04/
Va N RUF S'/y
FF
3,300 SF\6) //cV I.. y
6 O
00- 196
�00 AGE \`\ O\` �\` �\ , Q' 00 �h \ ?F�� . pp,
�� \ �O�P� S�,• % 5,351 SF `��; �.` 00 �I / �:� S� 2sts�9 �°p` ��ti ^� i
cv
.�h• �, `ti �` �` F9 �, °` obi
.17
00,
/ 0 * TRACT 'A' o `SAj� ?�6 9 .` 00; C411 % 'A j
`%% `�L=7.24 ` �� o ��
. /
1 /
v� �o
' NASE 1 �2Js ?>,`9cS oo, o00 �0�1 .** TRACT 'Q'
PE � ° o o•
DBC, RESET
� AS SHOWN
stjtwo
/ •O0, i **
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
D SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."
D FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R1; HELD UNLESS
NOTED OTHERWISE
O FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R2; HELD UNLESS
NOTED OTHERWISE
CPETROSA, PHASE 4
0/I/Tf f f f f � f f � f f f f f f
titiF A REPLAT OF TRACTS R , BB , CC , DD , EE , FF , GG , HHf,
O O pill
f f ff AND MM , OF PETROSA, PHASE 2", LOCATED IN THE
'OFF
TS
NORTHWEST 1/4 AND NORTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
CITY OF BEND, DFSCHUTFS COUNTY, OREGON
200
62¢°>>y FEBRUARY 13, 2023
�,�' on, ? PZ-20-0235
k, 1. P 0
q
�h .� Q 199 JpSoF
/ , `SSA• 4,469 SF
CV
O \ 17j0
�p 198 °
\� ' `� s'Aj 3,819 SF `�`. \�` O°` c,°o �, �,�ryo
-51
` ,J O
O
2
DESCfWNS COUNTY SURVEYOR
F&W vi 2 c)zs BY. CO I I ins
ABBREVIATIONS
* MEASURED AND RECORD DATA PER R1
** MEASURED AND RECORD DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(R) RADIAL
(TYP) TYPICAL
DBC FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED
"AKS ENGR."; PER R1, HELD; DESTROYED BY CONSTRUCTION
PREPARED FOR.
PAHLISCH HOMES
210 SW 1MLSON AVENUE, ¥100
BEND, OR 97702
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1"
RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER
2021-06019, BY MICHAEL S. KALINA.
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
I Q'
O
�V
"
°°, �.��o oSA, PHASE
* / p �PETP
DBC, RESET ,** SOI
o AS SHOWN
�ti %
°opK* �
2,11 s-/2e-Z 3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 3123
1
SCALE: 1 "= 30 FEET
�. TRACT 'P'
30 0 6 15 30
CS z104z-
SHEET 5 OF 12
CONTINUED ON SHEET 6
w
I
; ALLEYPRIVATE
22.00'
w
30.00'
205
20.00
175
PUE
�
i C-4
PSDE
S89057'25"E 88.00'
PRUE
0
--i-----------S89'57'25"E 110.00'----------
--}---------------------------------
I
N
C
t-
0 176
a
co
N
in
� I
o o �'
_
Cl w `�
� 4
N 1,760 SF
»
d
N
cv
n
I in v>
I N w v
S89'57 25 E 88.00
�,
p M
Z
W
'�
Q I % d
O ( LOT
O w
p W W
upM
w
Lo
M
W
•► L[ )
M
Z
O
o f
`r i 5,280 SF
06
N U N
o
177
0
o
V o
Z
li - 8.00 PUE (TYP)
o oo
z F- z
M 2 640 SF
�
z
z
00
U /
I 110.00' 20.00 88.00' / 22.00'
` 240.00'
I o 0
0 6
ro
- - - - - - - S89 57 25 E
0
M
NE NIPPER DRIVE PUBLIC
3,942 SF
2110. ni
199
SCALE: 1 "= 30 FEET
1!!!%%ii
30 0 6 15 30
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
RAAmal-malki * MAN MIPM
** MEASURED AND RECORD DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
TUE TEMPORARY UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(R) RADIAL
(TYP) TYPICAL
COID CENTRAL OREGON IRRIGATION DISTRICT
0
M
40.00'
I
I
I
of
Lo
ro
w
MI
N
0
0
z
I
I
i
M
co
wl
00' co M
M O
iJ
w o
Ul z i
:> M
N
j O
o
0
z �
I
I
N
vi
I
9'
1
i
N
0
c 1
co/
c.)
J
i
/ 40 00,
REFERENCES
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED DUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
PETROSA, PHASE
A REPLAT OF TRACTS 'R', 'BB', 'CC' , 'DD', 'EE', 'FF',
40.00' Lo > > > > > > > > » »
, , ilGGHH, AND MM , OF PETROSA, PHASE 2 ,
0 TRACT V
L LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
'to
c) OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
9
m o PHASE Z
N ETR�SA' WILLAMETTE MERIDIAN, CITY OF BEND,
P
a DESCHUTES COUNTY, OREGON
0
x I j, • ' '** FEBRUARY 13,2023
S89 57 25 E 291.22
J 0-
26.50' S89'57'25"E 264.72' P Z- 2 0- 0 2 3 5
8.00
� o
o �20.00'
Q
o
W K) �, _
. , " Lo - N � p �E CHUTES COUNTY SURVEYOR
S89 57 25 E 66.50 `f' Co '-'-' o o WLd
o C> t o W
N a3- No �ZOZ3 BYe ! s
cl
I z
M 12.0n o zo
-�S89.57'25"E LEGEND
20.00 • SET 5/8" IRON ROD W/YPC INSCRIBED
N89057'25"W "AKS ENGR."; PER POST
26.50' MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
I MONUMENTATION NOTE (SEE SHEET 2)
I 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
I
I "AKS ENGR."; PER R2; HELD UNLESS
NOTED OTHERWISE
TRACT 'FFF'
3.34 ACRES
I
I
i
I
I
1
I
I
I
I
I
I
or -9
I
ci
u !
N I
N I
U !
!
J
!
I
1
1
r
i
J
!
'~ �5 0
iJ "PER ' COI D EASEMENT
PESO THE PEA T OF
' PHASE2"
/
N89'57125"W
147.09'**
PHASE 2
'PE.�pSA,
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
R2
530.00'
25'24'06"
234.97'
N29040'25"E 233.05'
530.00'
25'24'06"
234.97'
N29'40'25"E 233.05'
C17
180.00'
4219'53"
132.99'
N2112'31 "E 129.98'
C18
490.00'
42*19'53"
362.02'
N21'12'31"E 353.85'
C417
430.00'
4219'53"
317.69'
N2112'31 "E 310.52'
C418
340.00'
4219'53"
251.20'
N2112'31"E 245.53'
C419
320.00'
4219'53"
236.42'
N211231 "E 231.08'
C420
R2
450.00'
4219'53"
332.47'
N2112'31"E 324.96'
450.00'
4219'53"
332.47'
N2112'31"E 324.96'
C500
210.00'
744'55"
28.40'
S23'27'16"W 28.38'
C501
210.00'
7'44'55"
28.40'
S15'42'21 "W 28.38'
C502
210.00'
10'52'44"
39.87'
S0623'31 "W 39.81'
C503
j 210.00'
0'54'34"
3.33'
SOO'29'52"W 3.33'
C504
320.00'
0'35'48"
3.33'
N00'20'29"E 3.33'
C505
320.00'
1111'30"
62.50'
N06'14'08"E 62.41'
C506
320.00'
7'44'55"
43.28'
N15'42'21"E 43.24'
C507
320.00'
7'44'55"
43.28'
N23'27'16"E 43.24'
C508
340.00'
3'33'51"
21.15'
N22'08'43"E 21.15'
C509
340.00'
3'27'41"
20.54'
N18'3757"E 20.54'
OREGON
MAY 11. 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12 31 23
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C510
340.00'
3'22'36"
20.04'
N15'12'49"E 20.03'
C511
340.00'
3*22'15"
20.00'
N11'50'23"E 20.00'
C512
340.00'
3042'31"
22.01'
N0818'00"E 22.00'
C513
340.00'
3'38'58"
21.66'
N04'37'16"E 21.65'
C514
340.00'
2*45'12"
16.34'
N01'25'11 "E 16.34'
C515
430.00'
210'37"
16.34'
N01'07'53"E 16.34'
C516
430.00'
413'33"
31.72'
N0419'58"E 31.71'
C517
430.00'
4'03'41"
30.48'
N08028'35"E 30.48'
C518
430.00'
2'3955"
20.00'
N11'50'23"E 20.00'
C519
430.00'
2'40'05"
20.02'
N14'30'23"E 20.02'
C520
430.00'
4'31'22"
33.94'
N18'06'07"E 33.93'
C521
430.00'
4016'14"
32.05'
N22'29'55"E 32.04'
C522
R2
530.00'
16'55'47"
156.60'
N08'30'29"E 156.04'
530.00'
16'55'47"
156.60'
N08'30'29"E 156.04'
r
Eft
CS 21oa2-
SHEET 6 OF 12
IN
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
PNASE 2
OPE�fROSA'
TRACT 'AA'
$2 I
3a•�9
TRACT 'KK'
SCALE: 1 "= 30 FEET
C--2o.00'�I
o'** TRACT 'EEE' AWE I
30 0 6 15 30 ' 2�E 615'O 161 •g99.00 ACRES I
N�5423 -co I I
Lq I
- S89'57'25"E 64_13' IRRIGATION EASEMENT SEE DETAIL 1
i PER INST. 2023-02360 THIS SHEET I F' ( Ln
Lo
N00'02'35"E 7.50 - - - -7 to
-
'`o�I pS89*5725"o oo '
o
oo - - S89'57'25"E 100.32' Lci CD I C\ I z
C604 64,5i-1
532•43 "' / 9� o S89'57'25"E 107.00' o w o C6�\ 9S� o j�°8S - -
h°o o Q o I
I 1 \ .ems\
N N00'02'35"E 27.50' Lu \
IRRIGATION EASEMENT
PER INST. 2023-02360 �o�p N `
- - - - - - n - - - - - - " �' S89'57'25"E 107.00' I �2`��`� L b
S890
57 25 E 259.80 N00 02 35 E
p v
" 5.00' / , N00'02'35"E 5.00' N00'02'35"E 5.00' \ � I z \
S89 57 25 E 380.001 i.*-,
30.00' 110.00' ., 20.00' j 88.00' .1 22.00' j 40.00' 40.00'
10.00'
I
� 164 �
3.00'
'
E ; 212 �
ro
~' 2,640 SF '�'
3,960 SF M
S89'57'25"E 88.00'
IL
I
r----------S89'S7'25"E 110.00'------------
0 165 0
--r -
I
0 1,760 SF N
o i 211 o
S89'57'25"E 88.00'
166
I
w
i 3,300 SF "CD �
_
--L----------S89'57'25"E 110.00--------------
>
0 0
� 2,112 SF
m
N N
---------.S89'57'25"E 88.00'.---------
-Rd-
L-----------------------------------
O
i
Lu
167
o
W
o f o
J
J
o 0
N 2,112 SF;
22.00'
PUE
Z
I 21 0
I 5,280 SF �
Q
"
S89 57 25 E 88.00
PRUE
Z
�8.00' PUE (TYP)
'
20.00'
168 0
V
------------S89'57'25"E 110.00--------------
PAE
PSDE
1 760 SF o
N ' N
S89'57'25"E 88.00'
--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
I
W
0 169 NWF-o
I
I
�; 209 0
n 3,300 SF
2,112 SF
i
c)
"
57 25 E 110.00
o o
----------S89'57'25"E 88.00 - ------
o b
J
m�r
-------------S89 -------------
o 0
0 0
N �t
- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
'
N N
---------------------- ------
l
T
I
W
I _
208 p o o
w w
o b o
N 2,112 SF N
M
w
ir, ;�
m
o Z
O I w H O
3,300 SF N M
04 cV
o p
• " N
S89 57 25 E 88.00
CV
0 0
'
' W
>
I
' - S89'57'25"E 110.00' -----------
--,----------
o 0Il 0 0
z z
0 0
z p
z
0 171 o
r-------------------------
0 1,760 SF o
N Q
Icn
i ft
N S89'57'25"E 88.00' N
O
I `O
Z O
o; N o
207
0 172 0
4,620 SF
N 1,'SF ci
', " ,
I LJ.1
I
'
IL S89 57 25 E 88.00
a
I
W
-------------S89'57'25"E 110.00--------------
0 173 0
Z
� 2,112 SF
--r-----------------------------------
I
o I 206 0
w
�
N N
---------.S89'57'25"E 88.00'.---------
0
' 3,300 SF o
N
w
w
----------------------------- -
,�
CD
o 174 0
o0
�--
--! -CD
--------- S89'57'25"E 110.00--------------
U �
2,112 SF
U
Q
N N
S89'57'25"E 88.00'
Q
i
I
75 CD
160
' 205 a
o I
re)o 3,300 SF o0
0 1 SF o
--i----------- S89'57'25"E 110.00--------------
14
N
S89'5725"E 88.00' N
30.00'
20.00'
22.00'
40.00'
----------------204-----------------
.
I
176
CONTINUED ON SHEET 5
Lo
ro
w
� I
cV
0
0
0
z
I
REFERENCES
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
10.00'
7.00' 6.50'
U
J
m
Q
O
J
0
Q
W
40.00'
4
TRACT 'W
PNASE 2
"PETROSA'
TRACT 'V'
PETROSA, PHASE 4
A REPEAT OF TRACTS PRI, 9131311 ACC' , 'DD', PEE', 'FF',
IGG', 'HH', fill AND 'MM', OF "PETROSA, PHASE 2",
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON
FEBRUARY 13, 2023
PZ-20-0235
DETAIL 1
NOT TO SCALE
TRACT 'EEE' f
S89.57'25"E 20.00'
F
�o
M
M
[--m-
20.00' -w- w
12
b
TUELo
O Ip
O o
4� L
S89'5725"E 43.00'
CV
O
-u-)
M
N
O W O
W
OI
Z
I
0
p
0I-- o
N N
Lo
I
z -A--
�� S89'S7'25"E 43.00' o
CD
0
0
20.00'
43.00'
z
S89'57'25"E
_IIO
0a
< O
WIIm
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R2; HELD UNLESS
NOTED OTHERWISE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C600
35.00'
90'00'00"
54.98'
S45'02'35"W 49.50'
C601
35.00'
90'00'00"
54.98'
N44057'25"W 49.50'
C602
15.00'
90'00'00"
23.56'
N44'57'25"W 21.21'
C603
15.00'
90'00'00"
23.56'
S45002'35"W 21.21'
C604
72.50'
6533'24"
82.95'
N57'10'43"W 78.50'
C605
87.50'
55'57'08"
1 85.45'
N61'5851 "W 82.09'
. 3/2/z e), 43
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12 31 23
JOB NAME: PETROSA PH4
JOB NUMBER: 6777
DRAWN BY: JAC/JBS
CHECKED BY: MSK/BW
DRAWING NO.: 6777 PH4 PLAT
ABBREVIATIONS
** MEASURED AND RECORD DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
lUE TEMPORARY UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
TPAE TEMPORARY PUBLIC ACCESS EASEMENT
SF SQUARE FEET
(TYP) TYPICAL
AWE AVION WATER LINE EASEMENT PER THE
PLAT OF "PETROSA, PHASE 2'
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 210#2-
DESCHUTES COUNTY SURVEYOR
FLIED�3.Z40 Z5 gy C.o
SHEET 7 OF 12
CONTINUED ON SHEET 3
n
w
co
0
st
e)
0
O
V)
TRACT 'JJ'
S89'56'18"E 177.07'**
15.16' 25.62' 136.30'
\ \ C>09 \
"9,
C
50.00' TEMPORARY ---I _ 0
\ \`\`���
ACCESS AND UTILITIES
EASEMENT PER \•�
INST. 2020-31814, C)>>
INST. 2020-34352 AND o>\
INST. 2020-56166
LEGEND
0 SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTA110N NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R2; HELD UNLESS
NOTED OTHERWISE
ABBREVIATIONS
*; MEASURED AND RECORD DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(TYP) TYPICAL
INST. INSTRUMENT NUMBER PER DESCHUiES
COUNTY OFFICIAL RECORDS
I
SCALE: 1 "= 30 FEET
1!!!%?%iii
30 0 6 15 30
S89'57'25"E
261.67'
PHASE 2
fll`vvos�'
MP�RPR ss
TRACT 'KK'
' 615.00,**
5•42 32 E
N7
16B•48
TRACT IEEE'
9 00 ACRES
PETROSA,- PHASE 4
A REPEAT OF TRACTS 'R', 'BB', 'CCU , 'DD', SEE', 'FF',
'RR""°°" `"S`"`"To� / 'GG', 'HH', 'll', AND 'MM', OF "PETROSA, PHASE 2",
PER INST.
2023-02�� LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST
96'
2 •�R�EN � QER �a �
T4.00' o
16.00'
o--------------------------------------------------------------- ------------------
T 30.00' Cl
M N I S8957'25"E 234.00'
cV N I
p� N I O p C) I I o in O
Z rn I 700 N af N TRACT XX N N
I L=0.79' S89'57'25"E 93.50' 70) 8,256 SF �2 S8957'25"E 93.50'
�- - - - - S 9.5���5"E 259.80' 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH,
S89'57'25"E 380.00'
co
I
i J
8.00' PUE (TYP) --�-
W
_
`�'
°-
238
I00
20.00'
o
213 I o
Z
O
Q
5,127 SF o o
�
_
U
w 5,097 SF
I
O
o f C'i �~
r�i
r
��� I
N a I
0
^ I
1
W
W
--+-----------S89'57'25"E 108.89'------------
-----
-----S89'57'25"E 107.00---------- --'r--
Z_
~
.J
O
--I------------------------� --------
I
w
H
d
>
-----
---------------------------�--
I
Z
O
V
NJ
� I L
�
°-
�
237 N
�
w
N
N 214 ; N
oN 4,662 SF
_.1
4,494 SF
J'
U
Q
I
�,
--------------S89'57'25"E 113.58'--------------
N
O)
-------------S89'S7'25"E 107.00'----------rt--
Q,
--(------------------ -------------------
o6
Lo
M
co
-----------------------------------1--
�~- 8.00' PUE (TYP)
�I
236
o
0
0
0
t o
215 I
5,066 SF
N
`r
o
Z
o
z
N
-.4-
N
4,494 SF
30 00,
o N17'13'41 "E
I
�' ► 10.00'
20.00'
S89'57'25"E 97.34'
IL
PAE
-------------S89'57'25"E
107.00-----------�--
2
PSDE4
-------------------------------------
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
2490
TRACT 'YY'
2,499 SF
9610, C704 0 CD
0
L=8.84' 20.00' L6 216 N� C 5,266SF
\ pp�R 1t_ �D5
c '20.54 k.
S�2.4619 'V` PU C706 L=51.60'
E 146 8 _ \ BC/�
y\
CONTINUED ON SHEET 8
55.71'
0
0
0
IM
6
0
0
S89'57'25"E 85.72'
30.00'
U
J
m
D
m
W
Q
Q
O
H
W
a
W
Z
i
I
0
0
41
M
w
u')
M
of
0
0
z
i
EAST, WILLAMETTE MERIDIAN, CITY OF
DESCHUTES COUNTY, OREGON
FEBRUARY 13, 2023
PZ-20-0235
Ti]
W
2
N
m
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C14
600.00'
15*04'15"
157.82'
N07'34'42"E 157.37'
C16
300.00'
1711'06"
89.98'
N81'21'52"W 89.64'
C700
630.00'
0004'17"
0.79'
N00'04'44"E 0.79'
C701
630.00'
4*22'11"
48.05'
N0217'58"E 48.04'
C702
630.00'
3'50'39"
42.27'
N06'24'22"E 42.26'
C703
630.00'
4*09'10"
45.66'
N10'24'17"E 45.65'
C704
270.00'
1'52'35"
8.84'
S73'42'36"E 8.84'
C705
270.00'
4'21'32"
20.54'
S76'49'40"E 20.54'
C706
270.00'
10*5659"
51.60'
S84'28'56"E 51.52'
C707
13.50'
90'00'00"
21.21'
S4457'25"E 19.09'
C708
13.50'
90'00'00"
21.21'
N45'02'35"E 19.09'
C709
50.00'
42'57'55"
37.49'
S68'31'02"E 36.62'
C710
70.00'
89'59'51"
109.95'
S45'00'05"E 98.99'
C711
50.00'
89'58'45"
78.52'
S45'00'37"E 70.70'
C712
70.00'
58'30'49"
71.49'
S60'44'35"E 68.42'
DESCHUTES COUNTY SURVEYOR
alm, -04-zovs sy'&:ojt(oas
RANGE 12
BEND,
REFERENCES
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY'MICHAEL S. KAl1NA.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11. 2021
JACOB ALLEN CARSON
94570PL5
RENEWS: 12 31 23
cs 21o42-
FD SCHUTES COUNTY Sly Y
F�
SHEET 8 OF 12
'01I
PETROSA PHASE 4
A REPEAT OF TRACTS �R', 'BB', 'CC' , 'DD', 'EEC, PFF�, EGG', 'HH'
'MM', OF "PETROSA, PHASE 2, LOCATED IN THE NORTHWEST
SCALE: 1"=30 FEET
6p%ii� �sz.,b, NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE
�f'�
0 er CONTINUED ON SHEET 7 WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
\FEBRUARY 13, 2023
NFNipo�_ �-� PZ-20-0235
o ,``2 33
Fjq
.
EpUe
C16 -�_ _ - - _S89'57'25"E 85.72'
ic
84.
� o
I
/j�
235 c�24 56,,` C802
PRUE
` 4,330 SF L-20.11;- _-- C803 L=54.31' 55.71'
O� Q
�. / ^ IV,�Z-
`-S6858o �4j co - - - - - - - - - - - - - - - - - - - - -
----------,
N
0
Q �i % �O• �' ``` ` 09hE 10 r% co �' co 30.00' o
8 92'. ^ ^� o� I M z
ono � v j
ti Q� sF I
,i E Der, 217 I
QV i � ti 234 >�is Sy1� 2!`' ? ?v, �����, 5,831 SF i ■
0 1 ~' ho 'SSS, 4,473 SF N
`�' Ajssy co° S,2.46'19, 1
39
233 ho
4,442 SF
NIN, 6,189 SF
C811 \11
4.p0, / .�o .`\ �\\ ��\ /p] o L=13.19' V� c�� N4 ho `'Ss9,
CV
� ♦ � `� 2� `ram � \ �`\ h,`1 ?O _� �\ ��\ `` %;\ � � v /
219
/O>? 00 `� S�j. 5,647 SF \
�N6 `� `\ ^O C'�'\�� `�� \�� ``� ��' L=12 903' ' \ , C-3
O \ O 01
1-10
.00'
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
DETAIL 2
NOT TO SCALE
235
N17'13'41"E
0.26' V
234
0- / 15'7 Zoz 3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
M70PLS
'II', AND
1/4 AND
12 EAST,
OREGON
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
PRUE PRIVATE UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(TYP) TYPICAL
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
600.00'
2715'38"
285.47'
N28'44'39"E 282.79'
C16
300.00'
1711'06"
89.98'
N81'21'52"W 89.64'
C17
180.00'
42*1953"
132.99'
N2112'31 "E 129.98'
C800
630.00'
1315'31"
145.79'
S24'3422"W 145.46'
C801
330.00'
41548"
24.56'
N74'54'13"W 24.55'
C802
330.00'
3'29'32"
20.11'
N78046'54"W 20.11'
C803
330.00'
9'25'46"
54.31'
N8514'32"W 54.25'
C804
150.00'
12'43'37"
33.32'
N06'2424"E 33.25'
C805
150.00'
24'40'00"
64.58'
N25'06'12"E 64.08'
C806
150.00'
4*56'16"
12.93'
N39054'20"E 12.92'
C807
170.00'
318'53"
9.83'
N40'43'01"E 9.83'
C808
170.00'
12'39'41"
37.57'
N32'43'45"E 37.49'
C809
170.00'
910'13"
27.21'
N21'48'48"E 27.18'
C810
150.00'
20'06'26"
52.64'
N2716'54"E 52.37'
C811
150.00'
5'0221"
13.19'
N39'51'18"E 13.19'
C812
150.00'
25'08'47"
65.83'
S29'48'05"W 65.31'
C813
170.00'
25'08'47"
74.61'
S29'48'05"W 74.01'
CS 2 10 4 2 -
RENEWS:12/31/23
SHEET 9 OF 12
N
,OPETROSA, PHASE 4Ae *�4 �
A REPLAT OF TRACTS R ,1131399 CC , DD , EE , FF , GG , HH , il , AND
o� > > »
o M M, OF P ETR OSA, P H ASE 2, LOCATED I N THE NORTHWEST 1 4 AND
SCALE: 1 "= 30 FEET J�
NORTHEAST 1/4 OF SECTION 239 TOWNSHIP 17 SOUTH, RANGE 12 EAST,
30 0 6 15 30 ° WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
3'00. FEBRUARY 13, 2023
P Z- 20- 0235
9c
TRACT
\ 'AAA'
osi
(90
o
231
111001
�\ FO
7s O
4
230 ,l�' ��e� %
� Q , •, '`23 4,130 SF .Q O��
0P ,�h, sus o �. F�
r ,
'
Av
47 ,0-00,
'00s,
229
DBC, RESET o , ' S,316 SF 222
, �' ; ' `` ,� L / ``• ``S
AS SHOWN , O , `
O x
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
R1
R2
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
C15
600.00'
2715'38"
285.47'
N28'44'39"E 282.79'
C900
630.00'
5'55'42"
65.19'
S39'24'37"W 65.16'
C901
630.00'
1049'55"
20.14'
S35'31'48"W 20.14'
C902
630.00'
3'24'43"
37.52'
S32'5429"W 37.51'
C903
13.50'
90'00'00"
21.21'
N8722'28"E 19.09'
C904
13.50'
90'00'00"
21.21'
NO2'37'32"W 19.09'
ko
223
`gp , ,' •`lam ,' ,� ,' �� cvo' 5,241 SF
do
' 'Qj 6' °
.01
/ , Q
225
4,494 SF
CIO
00
* s°' ; ' 224
5,243 SF
A9 �'
EPOSE
"PTROSA'
PREPARED FOR-
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
DBC, RESET
AS SHOWN
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12 31 23
DESCHUTES COUNTY SURVEYOR
FpM v3-o� 3 6Y• Co t
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1"
RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER
2021-06019, BY MICHAEL S. KALINA.
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
ABBREVIATIONS
• MEASURED AND RECORD DATA PER R1
** MEASURED AND RECORD DATA PER R2
W/YPC IN7H A YELLOW PLASTIC CAP
PUE PUBLIC Ui11J1Y EASEMENT
PAE PUBLIC ACCESS EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(TYP) TYPICAL
DBC FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED
"AKS ENGR."; PER R1, HELD; DESTROYED BY CONSTRUCTION
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTA110N NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTA110N NOTE (SEE SHEET 2)
0 SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R1; HELD UNLESS
NOTED OTHERWISE
SHEET 10 OF 12
DETAIL 3 DETAIL 4 DETAIL 5
NOT TO SCALE NOT TO SCALE NOT TO SCALE
c' 4ZF - - _ 256 257 PETROSA, PHASE 4
v 10 , •Y/A - 5.65 - S13'44'04"W �8 '* TRACT ' ' ' ' ' $ ' ' ' ' ' ' ' '
o A s **
•, F - ' 10.67 A REPLAT OF TRACTS R BB CC DD EE FF GG
5.02 'BBB' � � � rr » > � >
8p233 78 79 HH , II , AND MM , OF PETROSA, PHASE 2", LOCATED IN
' 3Soo � Q � 2
4 ° 77 S9p' THE NORTHWEST 1/4 AND NORTHEAST 1/4 OF SECTION
251 �.
SEE DETAIL 3 �, 78 239 TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE
THIS SHEET „o• \
�0 5.42' MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
c0 j• �, CONTINUED FEBRUARY 13, 2023
ON SHEET 11
- -
�� , P Z 20 0235
12 c,
DESCHUTES COUNT, Y SURVEYOR .
ti --- Cl
d -•� C ` •�
N61034'56"W ; / 4S� , L=159.16' 3
is
14.79' / L i Clpp - E
'4 c,4243, N NIPPER DRIVE _owl I "loll
PUBLIC
7s9 s•oa* h� �a ,`� 251 ^o / 2 50, , 51.08'
'O ''* �' `'ti ^� 5 617 SF -� ' i ~J --___ i + C1005 ,link
"��� L _42.43 C1006 L=43.23' I C1008 L=54.93'
7g�h Q�Qti N I1-------------- 1053------------ 9, E C1007 -___C1009t_.23RS E C1Q1011.49 *,** .0>1 TRACT 'CCC' 252 C�j L=7.35'
J/ i 5,241 SF �- cn o
1,496 SF , r4, i o f , J i t , I r r , J 5 0
10.00' // / ���r 18 87,; M
253 ,
2� S2 i i ry o o� i 5,147 SF �, J .- J► , I I r J, i r-5
2?�3 2���; ��•��� 254 ��
6,164 SF �, + r + � i + q,,
W4iW z N i � i N =+ ! i �a i
• o� * 2¢ 348� N o ; ; cS
N 255 W M 257 w %
z J J+ 5,344 SF oo I
o f N r 256 3 i 7,380 SF 258 % J
a 5,976 SF � i :� 1 5,348 SF sW i
�3 16s2'r J - - - ; , J + W o ► � I r = J 259 ;
N- 1653 5� 32' - J i i t a o z o I Z i ;o J 6 464 SF J
j 1 N Z r o f O / , �v /
10.38'*�** 34,7g, -\ J_� - ; J o �� r r ? i r + �' 260 i
• 17 20' 68' -- J i' a s i i I i 1 r ? i ;� i/ 5, 803 SF
44.48,
o
W 20 93 - i i t ,+ ► o w
PNASE 1 �S 3.61 * ** 46.78' - - 31'37' SEE DETAIL 4 i i i i �',. N
TROSA' r� - THIS SHEET
'�E )6 5.15' 21. 75' - i i o t 39.88'92' co
51
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
R1
R2
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
570.00'
4020'07"
43.13'
S4012'25"W 43.12'
C10
400.00'
10*37'02"
74.12'
N34'51'31"E 74.02'
C12
500.00'
29047'50"
260.03'
N76'06'41 "W 257.11'
C13
500.00'
1814'17"
159.16'
N81'53'28"W 158.49'
C15
600.00'
2715'38"
285.47'
N28'4439"E 282.79'
C1000
430.00'
6'40'04"
50.04'
S36'50'00"W 50.01'
C1001
530.00'
5'02'38"
46.66'
N63'44'05"W 46.64'
C1002
530.00'
4'35'20"
42.45'
N6833'04"W 42.44'
C1003
530.00'
4*35'15"
42.43'
N73'08'21"W 42.42'
C1004
530.00'
5*31'19"
51.08'
N7811'38"W 51.06'
C1005
530.00'
4735'14"
42.43'
N8314'55"W 42.42'
C1006
530.00'
4'40'23"
43.23'
N87'52'43"W 43.22'
C1007
530.00'
0'47'41"
7.35'
S8923'14"W 7.35'
C1008
470.00'
6'41'45"
54.93'
N87'39'44"W 54.89'
C1009
470.00'
6'22'02"
52.23'
N81'07'50"W 52.21'
C1010
470.00'
510'30"
42.45'
N75'21'34"W 42.44'
C1011
570.00'
10*57'19"
108.99'
N23'29'46"E 108.82'
C1012
570.00'
9'03'56"
90.19'
N33'30'23"E 90.09'
N% . -4.3S 6 ,
>> 29'`34'� 34 79PLAT NOTEPSDE PER R 4 SEE S78.42'16„E 136 ' l 45.23,
�8 SEE DETAIL 5 �� �2�, o o Gj
o �
THIS SHEET
TRACT BBB
7,664 SF
PSDE PER R2 SEE
�s4 PLAT NOTE 14
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1" •8)* ** N
RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER ' ** 0 '
2021-06019, BY MICHAEL S. KALINA. 8Q
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2" PREPARED FOR
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER PAHLISCH HOMES �O
A. 210 SW WILSON AVENUE 100 /
2021-36791, BY MICHAEL S. KALIN #
BEND, OR 97702
ABBREVIATIONS `00 "
* MEASURED AND RECORD DATA PER Rl LEGEND SCALE. 1_ 30 FEET
** MEASURED AND RECORD DATA PER R2 • SET 5/8" IRON ROD W/YPC INSCRIBED
W/YPC WITH A YELLOW PLASTIC CAP "AKS ENGR."; PER POST / 30 0 6 15 30
PUE PUBLIC UTILITY EASEMENT MONUMENTAT10N NOTE (SEE SHEET 2) /2oZ 3
PSDE
PRIVATE STORM EASEMENT
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
REGISTERED
PRSDE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
INSCRIBED "AKS ENGR."; PER POST
PROFESSIONAL
RWE
RETAINING WALL EASEMENT
MONUMENTATION NOTE (SEE SHEET 2)
LAND SURVEYOR
SF
SQUARE FEET
C7 SET 5 8" IRON ROD WITH AN ALUMINUM CAP
(R)
RADIAL
INSCRIBED "AKS ENGR."
(TYP)
TYPICAL
D FOUND 5/8" IRON ROD W/YPC INSCRIBED
DBC
FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED
"AKS ENGR."; PER R1; HELD UNLESS
GOON21
AKS ENGR. ; PER R1, HELD; DESTROYED BY CONSTRUCTION
NOTED OTHERWISE1.
MOR;
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
0
CS 2 1042-
SHEET 11 OF 12
1
SCALE: 1 "= 30 FEET
30 0 6 15 30
PETROSA, PHASE 4
A REPLAT OF TRACTS 'R' 'BB' 'CC' I 'DD' 'EE' 'FF' 'GG' offill 'll' j AND
CONTINUED ON SHEET 3 'MM', OF "PETROSA, PHASE 2", LOCATED IN THE NORTHWEST 1/4 AND
NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
FEBRUARY 13, 2023
S79.16'04"E S10'43'56"W P Z- 2 0- 0 2 3 5
C1114 4381, 3.50' TRACT 'EEE'
9.00 ACRES
LC
" a 51.17' _ C1115 _ 50.00' TEMPORARY -�
I', o `. - �
' L 0 44 03' - co ACCESS AND UTILITIES M
00
EASEMENTS PER o0
�» _ ( i i 47 67' S796'44"E _214 82_ _ INST. 2020-31814, ( N
�2000, b S79'18 04 E r r r 259.77'* + INST. 2020-34352 AND
44•68' r r 7.14 r 52.07' - o W Q INST. 2020-56166 o
)\ I t r r r I ► I i oo 0 - 0vi � ----toa 'al 49•31' 169.71N10'43'S6"E oN
�S00 02,35"
WS69'46'.o1r 28 40.7� 13.50 26 DO 0.00
.53S89 56'
(R"261.
/ o i i ► i I i I +4.02' 31.16' I I 60.84' ► r 64.38' i • 14.28 31.01 0. '
3000, �i r r r r I I I I r i .i' 3 00 w
W r it �r r i t i t i it i i 45.29
247 N
I I N
� 5,997 SF �, it rn i ire! i � i i � i
5P Qom M o 246�z I
ZJ I`� 5,826 SF o N i o
���
v� i i N r 245 i u I o I ; ; IL
r r 'o r 6,265 SF �, r I c6 I I "o r i a.
O Q 5.67 r r o r J r I o f I �,
z � 244 N � 243 ' ' C)
6,592 SF Un I r I
S6 . C1113 i i r ao I 4,984 SF I 242 W 241
z o f I° i 4,774 SF o r W
�6F� o0 1)0, I I 5,699 SF = i 6 984�SF A LJ.1
C SC . �� ► ; Z � C) 239 J
r r r r I I I I z i r i 8,826 SF Q
r z , V r
86, --t ' r o f
� r -__ r� aoa� � I � I i i ?50'
`C1111 L=52.1 ' - i---� _ i i i ice- �� ^ o
------------ --- i 5 i U
3 r r --� C1109 C1108 --r I i i ► 2 0
C1110 I I T-------------J 1y ► r PRSD
__ n
` L=62.44 I L=15.30' L=29.73' I I C1107 L=45.06' i' --____ r (lyp) -'
C1106 �_ ► i `t
41.68' U �r
C12 L,2� ` C1105 �; O -__`_ / i C1104
50. ,
0 03' \ 9 � 1 -214'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C11
400.00'
919'17"
65.08'
N24'53'21"E 65.00'
C12
500.00'
29'47'50"
260.03'
N76'06'41"W 257.11'
C13
500.00'
1814'17"
159.16'
N81'53'28"W 158.49'
C14
600.00'
15'04'15"
157.82'
N07'34'42"E 157.37'
C1100
430.00'
12'55'03"
96.94'
N19'02'19"E 96.74'
C1101
430.00'
5*16'08"
39.54'
S22'51'46"W 39.53'
C1102
430.00'
7'38'55"
57.40'
S16'24'15"W 57.36'
C1103
570.00'
11 *56'13"
118.75'
N06'00'41 "E 118.54'
C1104
530.00'
0*13'54"
2.14'
S72'53'16"E 2.14'
C1105
530.00'
5024'56"
50.09'
S75'42'41 "E 50.08'
C1106
530.00'
4'30'21"
41.68'
S80'40'19"E 41.67'
C1107
530.00'
4*52'17"
45.06'
S85'21'38"E 45.05'
C1108
530.00'
3'12'49"
29.73'
S89'24'12"E 29.72'
C1109
470.00'
1'51'53"
15.30'
N8955'20"E 15.30'
C1110
470.00'
7'36'44"
62.44'
S85'20'21 "E 62.40'
C1111
470.00'
6*21'19"
52.13'
S78'21'20"E 52.11'
C1112
470.00'
6'26'37"
52.86'
S71'57'22"E 52.83'
C1113
470.00'
7*31'17"
61.70'
S64 58'24"E 61.66'
C1114
430.00'
1'47'57"
13.50'
N11'40'49"E 13.50'
C1115
430.00'
1'48'03"
13.52
j N13'28'49"E 13.52'
-�- NE NIPPER DRIVE PUBLIC
_
L=159.1 ' 73 40'
.� 6
y� (S?
CONTINUED ON SHEET 10 4 46'19ryE ,
SOS 39,
i
REFERENCES
( )R2 RECORD INFORMATION PER PLAT OF "PEIROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R2; HELD UNLESS
NOTED OTHERWISE
all
... Ti YA 11; ki
R
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
TUE TEMPORARY UTILITY EASEMENT
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(R) RADIAL
(TYP) TYPICAL
INST. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
DESCHUtES COUNTY SURVEYO."
FRM o-04-Z.U23 By* Co!
0:
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, /100
BEND, OR 97702
,b�.
CS 21042�
SHEET 12 OF 12
SCALE: 1 "= 30 FEET
30 0 6 15 30
N6645
-
PHASE 1
pPE,�pSAP
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
CONTINUED ON SHEET 3
TRACT 'EEE'
9.00 ACRES
N7916"D4,OW
94.61'# **
S65'34'40"E 20.00'
N24'25'20"E
30.73' �O ;��
�F
Sg . �S24'25'20"W
29.27'
./ o
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C3
R1
R2
370.00'
11'24'38"
73.69'
S25'56'01 "W 73.56'
370.00'
11'24'38"
73.69'
S25'56'01 "W 73.56'
370.00'
11024'38"
73.69'
S25'56'01 "W 73.56'
C10
400.00'
10*37'02"
74.12'
N34'51'31 "E 74.02'
C11
400.00'
919'17"
65.08'
N24'53'21 "E 65.00'
C1200
370.00'
314'00"
20.88'
N38'33'02"E 20.88'
C1201
370.00'
5'17'41"
1 34.19'
N3417'11"E 34.18'
PETROSA. PHASE 4
A REPEAT OF TRACTS 'Rl, BBB', 'CC , 'DDT,
'um' nF "PFmnsa PHASF 9" i nrn ar�
'EEC, 'FF', 'GG', 'HH', 'll', AND
......, ... . _....,...., ......,_ _ _.,.,..._.. IN THE NORTHWEST
NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
FEBRUARY 13, 2023
PZ-20-0235
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1"
RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER
2021-06019, BY MICHAEL S. KALINA.
( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2"
RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER
2021-36791, BY MICHAEL S. KALINA.
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER POST
MONUMENTATION NOTE (SEE SHEET 2)
SET 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR."
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R1; HELD UNLESS
NOTED OTHERWISE
ABBREVIATIONS
* MEASURED AND RECORD DATA PER R1
** MEASURED AND RECORD DATA PER R2
W/YPC WITH A YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
TUE TEMPORARY U11UTY EASEMENT
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
SF SQUARE FEET
(R) RADIAL
(TYP) TYPICAL
DBC FOUND 5/8" IRON ROD WITH AN ALUMINUM CAP INSCRIBED
"AKS ENGR."; PER R1, HELD; DESTROYED BY CONSTRUCTION
DETAIL 6
NOT TO SCALE
YEOMAN ROAD
S89'58'58"E 10.01'
TRACT 'EEE'
DESCFNiES COUNTY SURVEYOR,
F7LEpa3-cL-Zoz3 BY:, L)'s
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
1/4 AND
12 EAST,
OREGON
>— .1
TEMPORARY COID
EASEMENT PER THE PLAT N
S B.,,OF "PETROSA, PHASE2" o
s Za' 3 o M SA,
PE�p 20
PHASE
TRACT 'LL'
DETAIL 7
NOT TO SCALE
S85'03'20"W
14.33'
TEMPORARY COID —� -
TRACT 'LL'
EASEMENT PER o _ i
THE PLAT OF o, o 0
,
19.74
"PETROSA, N N N
PHASE2" CD ! _
,
0.34
S85'03'20W
TRACT 'KK'
12.58'
o OSA.
>
TRACT EEE
N PE ASE 2
PHASE
CS 2 10 4 2 *m
RENEWS:12/31/23