HomeMy WebLinkAboutSurvey 20443SHEET 20F 16 PETROSA, PHASE 1
PREPARED FOR
„o `" HOMES LOCATED LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
BEND, OR 97'02 SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
SURVEYOR'S CERTIFICATE
1, MICHAEL S. KALINA, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE
LANDS SHOWN ON THE ANNEXED MAP OF "PETROSA, PHASE 1", SITUATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND
THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY
OF BEND, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR."
LOCATED AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE YEOMAN ROAD (20.00 FEET FROM CENTERLINE) WITH
THE EASTERLY RIGHT-OF-WAY LINE OF THE NORTH UNIT MAIN CANAL (70.00 FEET FROM CENTERLINE), WHICH BEARS NORTH
89'58'58" WEST 530.57 FEET AND SOUTH 00'01'02" WEST 20.00 FEET FROM THE NORTH ONE -QUARTER CORNER OF SAID
SECTION 23; THENCE TRACING SAID EASTERLY RIGHT-OF-WAY LINE ALONG THE FOLLOWING COURSES: SOUTH 13'35'02" WEST
120.60 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 503.00 FEET, CENTRAL ANGLE OF 18'03'00", LENGTH
OF 158.46 FEET, AND A CHORD OF SOUTH 04'33'32" WEST 157.81 FEET; THENCE SOUTH 04'27'58" EAST 103.91 FEET;
THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 356.50 FEET, CENTRAL ANGLE OF 27'42'22", LENGTH OF 172.39
FEET, AND A CHORD OF SOUTH 09'23'13" WEST 170.72 FEET; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, SOUTH
66'45'42" EAST 73.04 FEET; THENCE SOUTH 79'16'04" EAST 94.61 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A
NON -TANGENT CURVE TO THE RIGHT (WITH A RADIAL BEARING OF NORTH 69'46'17" WEST) WITH A RADIUS OF 370.00 FEET,
CENTRAL ANGLE OF 11'24'38", LENGTH OF 73.69 FEET, AND A CHORD OF SOUTH 25'56'02" WEST 73.56 FEET TO A POINT OF
NON -TANGENCY; THENCE NORTH 49'49'58" WEST 95.00 FEET, THENCE SOUTH 40'10'02" WEST 102.00 FEET; THENCE SOUTH
49'49'58" EAST 159.09 FEET; THENCE SOUTH 40'10'02" WEST 11.49 FEET; THENCE SOUTH 61'12'46" EAST 116.01 FEET;
THENCE SOUTH 76'15'56" EAST 203.61 FEET, THENCE SOUTH 71'29'34" EAST 69.57 FEET; THENCE SOUTH 52'39'05" EAST
124.87 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT (WITH A RADIAL
BEARING OF NORTH 51'57'39" WEST) WITH A RADIUS OF 570.00 FEET, CENTRAL ANGLE OF 4'20'07", LENGTH OF 43.13 FEET,
AND A CHORD OF SOUTH 40'12'25" WEST 43.12 FEET; THENCE SOUTH 42'22'28" WEST 41.93 FEET; THENCE SOUTH 4737'32"
EAST 354.00 FEET; THENCE NORTH 42'22'28" EAST 213.62 FEET; THENCE SOUTH 47'37'32" EAST 320.00 FEET; THENCE
SOUTH 42'2228" WEST 228.08 FEET; THENCE SOUTH 47'3732" EAST 4.50 FEET; THENCE SOUTH 42'22'28" WEST 60.00 FEET;
THENCE NORTH 47'37'32" WEST 4.50 FEET; THENCE SOUTH 42'22'28" WEST 316.76 FEET; THENCE ALONG A CURVE TO THE
LEFT WITH A RADIUS OF 460.00 FEET, CENTRAL ANGLE OF 42'3535", LENGTH OF 341.96 FEET, AND A CHORD OF SOUTH
21'04'41" WEST 334.14 FEET; THENCE SOUTH 00'13'07" EAST 29.31 FEET, THENCE NORTH 89'46'53" EAST 4.50 FEET, THENCE
SOUTH 00'13'07" EAST 60.00 FEET, THENCE SOUTH 89'4653" WEST 4.50 FEET; THENCE SOUTH 0013'07" EAST 243.00 FEET;
THENCE SOUTH 04'56'47" EAST 13.93 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A NON -TANGENT CURVE TO THE
LEFT (WITH A RADIAL BEARING OF NORTH 84-26-12" EAST) WITH A RADIUS OF 264.00 FEET, CENTRAL ANGLE OF 21'22'06
LENGTH OF 98.46 FEET, AND A CHORD OF SOUTH 16'14'51" EAST 97.89 FEET; THENCE ALONG A COMPOUND CURVE TO THE
LEFT WITH A RADIUS OF 64.00 FEET, CENTRAL ANGLE OF 41'0441", LENGTH OF 45.88 FEET, AND A CHORD OF SOUTH
47'28'14" EAST 44.91 FEET TO A LINE PARALLEL WITH AND 50.00 FEET NORTHERLY OF THE CENTERLINE OF BUTLER MARKET
ROAD AND A POINT OF NON -TANGENCY; THENCE ALONG SAID PARALLEL LINE, NORTH 89'46'53" EAST 400.70 FEET; THENCE
LEAVING SAID PARALLEL LINE, SOUTH 0013'07" EAST 20.00 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF BUTLER
MARKET ROAD (30.00 FEET FROM CENTERLINE); THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, SOUTH 89'46'53" WEST
734.88 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 0013'07" WEST 20.00 FEET TO A LINE
PARALLEL WITH AND 50.00 FEET NORTHERLY OF THE CENTERLINE OF BUTLER MARKET ROAD; THENCE ALONG SAID PARALLEL
LINE, NORTH 89'46'53" EAST 72.81 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 85'41'17" EAST 91.62 FEET; THENCE
NORTH 50'59'54" EAST 36.98 FEET; THENCE NORTH 00'13'07" WEST 441.05 FEET; THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 540.00 FEET, CENTRAL ANGLE OF 22'28'19", LENGTH OF 211.79 FEET, AND A CHORD OF NORTH 11'01'02"
EAST 210.44 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 47'37'32" WEST 272.95 FEET; THENCE SOUTH 42'22'28"
WEST 13.46 FEET; THENCE NORTH 47'37'32" WEST 143.93 FEET, THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF
370.00 FEET, CENTRAL ANGLE OF 28'21'03", LENGTH OF 183.08 FEET, AND A CHORD OF NORTH 61'48'03" WEST 181.22 FEET;
THENCE NORTH 75'5835" WEST 168.39 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A NON -TANGENT CURVE TO
THE RIGHT (WITH A RADIAL BEARING OF NORTH 39'06'23" WEST) WITH A RADIUS OF 50.00 FEET, CENTRAL ANGLE OF
105'31'47", LENGTH OF 92.09 FEET, AND A CHORD OF NORTH 76'20'30" WEST 79.62 FEET; THENCE NORTH 90'00'00" WEST
138.05 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF THE NORTH UNIT MAIN CANAL (70.00 FEET FROM CENTERLINE) AND A
POINT OF NON -TANGENCY; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY ON A NON -TANGENT CURVE TO THE LEFT (WITH A
RADIAL BEARING OF NORTH 66'45'59" WEST) WITH A RADIUS OF 356.50 FEET, CENTRAL ANGLE OF 24'02'59", LENGTH OF
149.64 FEET, AND A CHORD OF NORTH 11'12'31" EAST 148.54 FEET TO A POINT OF TANGENCY; THENCE CONTINUING ALONG
SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 00'48'58" WEST 35.22 FEET TO THE SOUTH LINE OF THE NORTHEAST
ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (NE1/4 NW1/4) OF SAID SECTION 23; THENCE ALONG SAID SOUTH LINE,
SOUTH 89'57'41" WEST 160.01 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID NORTH UNIT MAIN CANAL (90.00 FEET
FROM CENTERLINE); THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 00'4858" WEST 394.44 FEET; THENCE
CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, ON A CURVE TO THE RIGHT WITH A RADIUS OF 281.00 FEET,
CENTRAL ANGLE OF 40'59'00", LENGTH OF 201.00 FEET, AND A CHORD OF NORTH 19'40'32" EAST 196.74 FEET; THENCE
NORTH 40'10'02" EAST 203.61 FEET TO AN ANGLE POINT IN SAID WESTERLY RIGHT-OF-WAY LINE; THENCE NORTH 49'49'58"
WEST 20.00 FEET TO AN ANGLE POINT IN SAID WESTERLY RIGHT-OF-WAY LINE (110.00 FEET FROM CENTERLINE); THENCE
CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 4010'02" EAST 48.43 FEET; THENCE ALONG A CURVE TO
THE LEFT WITH A RADIUS OF 176.50 FEET, CENTRAL ANGLE OF 44'38'00", LENGTH OF 137.49 FEET, AND A CHORD OF NORTH
17'51'02" EAST 134.04 FEET; THENCE NORTH 04'2758" WEST 103.91 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A
RADIUS OF 683.00 FEET, CENTRAL ANGLE OF 18'03'00", LENGTH OF 215.17 FEET, AND A CHORD OF NORTH 04'3332" EAST
214.28 FEET; THENCE NORTH 13'35'02" EAST 77.16 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF YEOMAN ROAD (20.00
FEET FROM CENTERLINE); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 89'58'58" EAST 185.17 FEET TO THE
INITIAL POINT. CONTAINS 28.20 ACRES, MORE OR LESS.
'-t�k--��...et_
MICHAEL S. KALINA
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 89558
)yka�l iL
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER
P2-20-0235.
2. TRACT 'A' IS FOR DEVELOPMENT OF A COMMUNITY AMENITY FACILITY AND IS TO BE MAINTAINED BY THE PETROSA
RESIDENTIAL OWNERS ASSOCIATION.
3. TRACTS 'C', 'D', 'F', AND 'G' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL
OWNERS ASSOCIATION.
4. TRACT 'H' IS FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA COMMUNITY IMPROVEMENT COUNCIL.
5. TRACTS 'B' AND 'E' ARE PRIVATE ALLEY TRACTS FOR THE BENEFIT OF THE ADJOINING LOTS. SAID TRACTS SHALL
BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACTS ARE SUBJECT TO A PRIVATE
STORM DRAINAGE EASEMENT OVER THEIR ENTIRETIES TO BENEFIT THE ADJOINING LOTS.
6. TRACT 'C' IS SUBJECT TO A PRIVATE UTILITY EASEMENT OVER ITS ENTIRETY TO BENEFIT THE ADJOINING LOTS.
7. TRACT 'D' IS SUBJECT TO A PRIVATE SANITARY SEWER EASEMENT OVER IT'S ENTIRETY FOR THE BENEFIT OF
ADJOINING LOTS AND FUTURE DEVELOPMENT ON ADJACENT PROPERTY. SAID TRACT IS SUBJECT TO A PUBLIC
PEDESTRIAN ACCESS EASEMENT OVER ITS ENTIRETY.
8. TRACT 'F' IS SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT OVER ITS ENTIRETY TO BENEFIT ADJOINING LOTS.
SAID TRACT IS SUBJECT TO A PRIVATE UTILITY EASEMENT OVER ITS ENTIRETY TO BENEFIT ADJOINING LOTS.
9. TRACT 'G' IS SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT OVER ITS ENTIRETY TO BENEFIT THE ADJOINING
LOT. SAID TRACT IS SUBJECT TO A PRIVATE UTILITY EASEMENT OVER ITS ENTIRETY TO BENEFIT THE ADJOINING
LOT.
10. TRACT 'H' IS SUBJECT TO A PUBLIC PEDESTRIAN AND BICYCLE EASEMENT AS SHOWN TO THE BEND PARK AND
RECREATION DISTRICT.
11. TRACT 'I' IS THE NORTH UNIT MAIN CANAL RIGHT-OF-WAY.
12. TRACT 'J' IS FOR FUTURE DEVELOPMENT.
13. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
14. THIS PLAT IS SUBJECT TO THE FOLLOWING EXCEPTIONS AS NOTED ON A TITLE REPORT FROM AMERITITLE, DATED
JANUARY 25, 2021, FILE NUMBER 395990AM:
EX. 11 - (322-472) CITY OF BEND SANITARY SEWER EASEMENT ON WEST SIDE OF NORTH UNIT MAIN CANAL, AS
SHOWN HEREON;
EX. 12 - (355-0181) CONTRACT AS DISCLOSED IN DOCUMENT - DOCUMENT STATES: EXISTING CONTRACT
RELATING TO DAMAGES ON LAND USED FOR CANAL RIGHT-OF-WAY OF RECORD.
EX. 13 - THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT PER INSTRUMENT NUMBER
2019-43352, DESCHUTES COUNTY OFFICIAL RECORDS.
EX. 14 - THIS PLAT IS SUBJECT TO THE PETROSA ANNEXATION AGREEMENT PER INSTRUMENT NUMBER
2020-11217, DESCHUTES COUNTY OFFICIAL RECORDS.
EX. 15 - THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT PER INSTRUMENT NUMBER
2020-14356, DESCHUTES COUNTY OFFICIAL RECORDS.
EX. 16 - THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT PER INSTRUMENT NUMBER
2020-27855, DESCHUTES COUNTY OFFICIAL RECORDS.
EX. 17 - THIS PLAT IS SUBJECT TO A TEMPORARY ACCESS AND UTILITIES EASEMENT AGREEMENT PER
INSTRUMENT NUMBER 2020-31814, DESCHUTES COUNTY OFFICIAL RECORDS.
EX. 23 - THIS PLAT IS SUBJECT TO A SECURITY AND IMPROVEMENT AGREEMENT PER INSTRUMENT NUMBER
2021-03831, DESCHUTES COUNTY OFFICIAL RECORDS.
15. THIS PLAT IS SUBJECT TO, AND INCLUDES THE UNPLOTTABLE EASEMENTS DESCRIBED AND ESTABLISHED IN, THE
DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS FOR PETROSA RESIDENTIAL,
WHICH IS RECORDED OF EVEN DATE WITH THIS PLAT.
!t
DESCHUTES COUNTY SURVEYOR
FILED 21112o,21
POST- MONUMENTAT10N
I, MICHAEL S. KALINA, 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.
MICHAEL S. KALINA, PLS 89558
INTERIOR AND CENTERLINE MONUMENTS SET Zo2I PER AFFIDAVIT OF
POST-MONUMENTATION RECORDED
4 - I3 -Zvv INSTRUMENT NO. OF DESCHUTES
COUNTY RECORDS.
DES6H11�i ES COUNTY SURVEYOR
'4 -110 -Z
DATE
/Z1// Za2.0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
JOB NAME: PETROSA AKS ENGINEERING & FORESTRY, LLC
12965 SW HERMAN RD, STE 100
JOB NUMBER: 6777 TUALATIN, OR 97062
503.563.6151
DRAWN BY: MSK WWW.AKS-ENG.COM 01
CHECKED BY: GEP, BW ENGINEERING • SURVEYING • NATURAL RESOURCES
DRAWING NO.: 6777 PH 1 PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
DRAWING NO.: 6777 PH 1 P�
SHEET 3 OF 16
PREPARED FOR
PAHLISCH HOMES
NORTH 1/4 CORNER
SECTION 23
210 SW WILSON AVENUE, #100 B I.
BEND, OR 97702 S89'58158"E
I N89'S8'58"W 530.57'
- - YEOMAN ROAD -r/MS13'35902*W
- - - -
S00'01'02"W 20.00'
N13'35'02"E 77.16' INITIAL POINT
120.60
'27'58"E 103.91'
PETROSA,
PHASE 1
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
DATE: NOVEMBER 30, 2020
PZ-20-0235
REMAINDER OF
z , INSTR. NO.
C2 L=172.39 2020-13332
C13 L=137.49 S66'45'42"E 73.04'
N4010'02'E 48.43' ' S7916'04"E 94.61'
RADIAL N69'46'17"W
I49 ,58 " , C3 L=73.69' CURVE TABLE
N 49W 20.00 �� N 49'49'S8"W 95.00'
N40'10' 02 E 203.61 ,`c�Q' � �� S40'10'02"W 102.00' CURVE RADIUS DELTA LENGTH CHORD
/ �'` S49'49'58"E 159 �09' Cl 503.00' 18'03'00" 158.46' SO4'33'32"W 157.81'
EXHIBIT C 0 ,`�Q' ]O� 40'1 02 W 11.49 C2 356.50' 27'42'22" 172.39' S09'23'13"W 170.72'
INSTR. NO. S6112 46 E 116.01
2020-32787 O 6 A
S� N
6'�5'S6� S71'29'34"E 69.57' C3 370.00' 11'24'38" 73.69' S25'56'02"W 73.56'
Q ' 6 �� 72 243.6�' E , " , C4 570.00' 4'20'07" 43.13' S40'12'25"W 43.12'
S52 39 05 E 124.87
C 66 ���� 73 74 75 C5 460.00' 42'35'35" 341.96' S21'04'41"W 334.14'
i 65
77
N NE M 78 79 RADIAL N51057'39"W C6 264.00' 21'22'06" 98.46' S16'14'51"E 97.89'
< 4 90' 1 70' 64 62 61 �RENO PEA 80 C4 L=43.13' INSTR. No.
63 CE , " , C7 64.00' 41'04'41" 45.88' S47'28'14"E 44.91'
w INSTR. No. M F- -' 60 59 58 S S42 22 28 W 41.93 2020-13327 SCALE: 1 "- 200 FEET
�-- z Q 57 �j• C8 540.00' 2228'19" 211.79' N11'01'02"E 210.44'
= 2015-043758 i zQ 56 55 `��' ��'
. ,
54 s�Ll-i0 ,�?3 `1��' 200 0 40 �00 20o C9 370.00 28 21 03 183.08 N61 48 03 W 181.22
• , » ,
SOUTH LINE Q OPT TRACT ��'�j�� ,i� C10 50.00 105 31 47 92.09 N76 20 30 W 79.62
OF NE 1 /4 O z ��� Dc� ' p' ?F » »
z p C11 356.50 24 02 59 149.64 N11 12 31 E 148.54
OF NW 1/4 TRACT 'J' TRACT
�O
, �.p ,
Fe ,A, O C12 281.00 40 59 00" 201.00 N19 40 32 E 196.74,
S89'57'41 "W 160.01' RADIAL N66'45'59"W » ,
N00'48'S8"W 35.22' � 70Y RADIAL N66'2524"E
C13 176.50 44 38 00 137.49 N17 51 02 E 134.04
INSTR. NO. RADIAL `9 Q P�� CIF , " , C14 683.00' 18'03'00" 215.17' N04033'32"E 214.28'
2016-009807 NW06'23"w _�, A� �a �? F� S42 22 2a W 228.O8
LEGEND
5/8" X 30" IRON ROD W/YPC INSCRIBED
"AKS ENGR." SET
1-1/8" BRASS DISK INSCRIBED "AKS ENGR."
SET
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R1); HELD UNLESS
NOTED OTHERWISE
REFERENCES
( )Rt RECORD INFORMATION PER CS 20165, BY
MICHAEL S. KALINA, FILED 03/18/2020
( )2 RECORD INFORMATION PER CS 20269, BY
MICHAEL S. KALINA, FILED 07/27/2020
- - - - - S89046953"W 734.88'- - - - - - -
BUTLER MARKET ROAD
I o
I o71 r
0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-1#--lC.A--_
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
CS 20443
SHEET 4 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
I
SCALE: 1 "= 50 FEET
50 0 10 25 50
0
N
0
N
N89'58'58"W 16.90'
5/8" I W/YP(%
YEOMAN ROAD "SCE&S"; PER CS 18338
11.49' �
(S89'58'58"E 185.17')R1
� _ _
BEASE.,
o EMENT PE SEAR /
K 3�2 R DEE
PqCE 472 /
EXHIBIT B
INSTR. NO.
2020-32787
i
W,
�w
C
!Tsitkelivoliva WOM V�
co , 1V7
S CFO
HEFT
s
ow
w
co
14-
ao
L
U
N89'58'58"W 530.57'
INITIAL
POINT
S66'45142"E 73.04'
0
N
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE,* NOVEMBER 30, 2020
PZ-20-0235
NORTH 1/4�
CORNER
SECTION 23
DESCHUTES COUNTY SURVEYOR
VEYO
2- 2v21
l.Et� B;
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
503.00'
18'03'00"
158.46'
SO4'33'32"W 157.81'
C2
356.50'
27'42'22"
172.39'
S09'23'13"W 170.72'
C13
176.50'
44'38'00"
137.49'
N17'51'02"E 134.04'
C14
683.00'
18'03'00"
215.17'
N04'33'32"E 214.28'
C70
503.00'
5'56'47"
52.20'
S01'29'29"E 52.18'
LEGEND
)1( 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."; PER (R1);
HELD UNLESS NOTED OTHERWISE
A DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
.1aa. I0l
W/YPC WITH A YELLOW PLASTIC CAP
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS DESCHUTES COUNTY SURVEY NUMBER
ROW RIGHT-OF-WAY
REFERENCES
( )Rt RECORD INFORMATION PER CS 20165, BY
MICHAEL S. KALINA, FILED 03/18/2020
( )2 RECORD INFORMATION PER CS 20269, BY
MICHAEL S. KALINA, FILED 07/27/2020
OF
OREGON
lZ. //I /Z-07.4=�
REGISTERED �l
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
5�
SHEET 5 OF 16
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
C13
L=137.49'
(137.49')R1,R2 /
AgcF OFF � F,q / ono �O
p 21.34' TO EASEMENT LINE
?0�8 0 �,�
2�66T�Q� C
s
'N49"49'58" W-
20.00'
(N49'49'58"W 20.00')R1,R2
/A�l
ICI
SCALE: 1 "= 30 FEET
�m 6p%—ii�
30 0 6 15 30
N 2 1
1.77' TO EASEMENT LINE
30.69'
(30.69')R2
TRACT I
231,378 SF /
� Q•
90- J #Q'
/ O
\ gyp,
\ 6Q0��
LEGEND
)1( 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."; PER (R1);
HELD UNLESS NOTED OTHERWISE
❑ FOUND 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."; PER (R2);
HELD UNLESS NOTED OTHERWISE
\ �39.
\ • OS�
n,�'
��\\ sQ9.
69
`\ \ 9S64
9`90
003 �\ 9
\ �\ ,9
\ 70.
�\ 19 1-1
ABBREVIATIONS`
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY
OFFICIAL RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
GE
GAS EASEMENT TO BENEFIT CASCADE NATURAL GAS
PUE
PUBLIC UTILITY EASEMENT
PPBE
PUBLIC PEDESTRIAN AND BICYCLE EASEMENT TO
BENEFIT BEND PARKS AND RECREATION DISTRICT
PRSDE
PRIVATE STORM DRAINAGE EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT TO BENEFIT
ADJOINING LOTS
C2 L=172.399
s66 0
,�, 3 p40
,moo ,
00
�0; 0,
o6�A�s�F
9cFti F�YT q"v 6
A'Pp,0041 '21j�F'/]
4!��M
0
'Olq FF*O
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
579�04»E 9d
�O cb
REFERENCES
( )Ri RECORD INFORMATION PER CS 20165, BY
MICHAEL S. KALINA, FILED 03/18/2020
( )2 RECORD INFORMATION PER CS 20269, BY
MICHAEL S. KALINA, FILED 07/27/2020
RADIAL N69'46'17"W
)yl
Lei
a
DESCHUTES COUNTY SURVEYOR
FlLEID 21/ 1202 / BY: pvn,�cl
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
356.50'
27'42'22"
172.39'
S09'23'13"W 170.72'
C3
370.00'
11'24'38"
73.69'
S25'56'02"W 73.56'
C13
176.50'
4438'00"
137.49'
N17'51'02"E 134.04'
C69
356.50'
16'55'38"
105.32'
N31'42'13"E 104.94'
C102
370.00'
4'32'36"
29.34'
N29'22'03"E 29.33'
C103
370.00'
2*19'24"
15.00'
N25'56'03"E 15.00'
C104
370.00'
1 4'32'38"
1 29.34'
N22'30'01 "E 29.34'
L/I/1�21'>
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
CS 2oaa3
SHEET 6 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
N
EXHIBIT C
INSTR. NO.
2020-32787
SCALE: 1 "= 30 FEET
30 0 6 15 30
J
TRACT T
231,378 SF
N,,
CONTINUED ON
SHEET 3
\
\ \ \
o /
\All- N11 /\
\ \
/ 41\
190'
/
A� 1 N36'02'26"E
25.78'
N76'32'31 "E 30.18'
/
20.00' PPBE
tK
o`er .
Cb
M
N 1 /
co
N! /
/
I i coi / Z to
`l'
I
20.00' PPBE -
I
I
PPBE EASEMENT IS
BEARS N8911 "02"'E
I 0.25' FROM CORNER
1 /2" IR; PER
i CS 0276
0
S7211'02"W 12.38'
1
I
TRACT I J I
CONTINUED ON
SHEET 7
00
00, \
RFFFRFNrFq
( )R1
( )2
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
I N89'55'27"W
60.01'
RECORD INFORMATION PER CS 20165, BY
MICHAEL S. KALINA, FILED 03/18/2020
RECORD INFORMATION PER CS 20269, BY
MICHAEL S. KALINA, FILED 07/27/2020
F40i*
i A O,Q
�F 4010
N
f o
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
ka
OREGON
DESCHUTES COUNTY SURVEYOR
RLED 2/I 2oz1 BY. Dvnkalb&q
LEGEND
}( 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."; PER (R1);
HELD UNLESS NOTED OTHERWISE
A DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
PUE
PUBLIC UTILITY EASEMENT
PRSDE
PRIVATE STORM DRAINAGE EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
PPBE
PUBLIC PEDESTRIAN AN BICYCLE
EASEMENT TO BEND PARKS AND
RECREATION DISTRICT
SSE
SANITARY SEWER EASEMENT TO THE CITY
OF BEND
GE
GAS EASEMENT 0 BENEFIT CASCADE
NATURAL GAS
(R)
RADIAL
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C12
281.00'
40'59'00"
201.00'
N19'40'32"E 196.74'
C20
180.00'
40'59'00"
128.75'
N19'40'32"E 126.03'
C30
210.00'
4'08'41"
15.19'
S011522"W 15.19'
C31
210.00'
9*1533"
33.94'
S07'57'30"W 33.90'
C32
210.00'
9*15'19"
33.92'
S17*1256"W 33.89'
C33
210.00'
9*1521"
33.92'
S26'28'16"W 33.89'
C34
210.00'
9'04'06"
33.24'
S35'37'59"W 33.20'
C68
121.00'
40'59'00"
86.55'
S19'40'32"W 84.72'
RENEWS: 6/30/21
SHEET 7 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
in r')
CONTINUED ON
SHEET 6
' 160.01
I
N00'48'58" W
35.22'
DESCHUTES COUNTY SURVEYOR
FILED
cn
J W
_J >
W
REMAINDER OF INSTR.
NO. 2020-13295
PETROSA,
PHASE 1
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
DAZE: NOVEMBER 30, 2020
PZ-20-0235
\ p941�
�83 p8,
ICI
SCALE: 1 "= 50 FEET
1!!!%?%ii
50 0 10 25 50
LEGEND
)0( 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."; PER (R1);
HELD UNLESS NOTED OTHERWISE
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
PRSDE
PRIVATE STORM DRAINAGE EASEMENT
PRWE
PRIVATE RETAINING WALL EASEMENT
SSE
SANITARY SEWER EASEMENT TO THE CITY
OF BEND
(R) RADIAL
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
370.00'
28'21'03"
183.08'
N61'48'03"W 181.22'
C10
50.00'
105'31'47"
92.09'
N76'20'30"W 79.62'
C11
356.50'
24'02'59"
149.64'
N11'12'31 "E 148.54'
C23
300.00'
19'56'47"
104.44'
N32'24'05"E 103.91'
C24
400.00'
4'24'37"
30.79'
N69'46'37"W 30.78'
C73
370.00'
3'59'39"
25.79'
N73'58'45"W 25.79'
C74
430.00'
0'24'37"
3.08'
S71'46'37"E 3.08'
C75
330.00'
19'56'47"
114.88'
N32'24'05"E 114.30'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
0
w
CS 20ti43
SHEET 8 OF 16 PETROSA, PHASE 1
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100 LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4 OF
BEND, OR 97702 SECTION 23 TOWNSHIP 17 SOUTH RANGE 12 EAST
N ' ' '
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
90 ,83 DATE: NOVEMBER 30, 2020
9 F
Boa P Z- 20- 0235
0
/
SCALE: 1 "= 30 FEET �� S4010'02"W 11.49'
�c� h
30 0 6 15 30
C� �� ��"
�V 16 REMAINDER OF
'01' INSTR. N0.
z , 2020-13332 ABBREVIATIONS LEGEND
/ �O SO ' 5Q38' W YPC WITH A YELLOW PLASTIC CAP 5 8" X 30" IRON ROD W YPC
.moo �,�p � i 250, � � X � �
�o vJ ,o AS INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES INSCRIBED "AKS ENGR." SET
V 72 ��"`�� aF i' i COUNTY OFFICIAL RECORDS • 5 8" X 30" IRON ROD W YPC
�� 7,080 SF h' i J o� ��"� �� T $� INSCRIBED "AKS ENGR.", PER POST
J 6 CS DESCHUTES COUNTY SURVEY NUMBER
10.38` 33 45 � 75 5VE 2 , PUE PUBLIC UTILITY EASEMENT MONUMENT NOTE (SEE SHEET 2)
�3'6�
52 0 p, PRSDE PRIVATE STORM DRAINAGE EASEMENT ■ 5 8" X 30" IRON ROD WITH AN ALUMINUMCAP INSCRIBED "AKS ENGR." PER POST
A!?i5 o�v % 250, �� J� i PSDE PRIVATE STORM DRAINAGE EASEMENT TO MONUMENT NOTE (SEE SHEET 2)
73 ���^ti �_ / � �� � � � _ BENEFIT ADJOINING LOTS
L, Q " / / I i PRWE PRIVATE RETAINING WALL EASEMENT
NUFO
SyF� �N
T'
FNo
A
14 w 4so 88.
`1
96 4 '
9
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C20
180.00'
40'59'00"
128.75'
N19'40'32"E 126.03'
C21
500.00'
22'30'59"
196.49'
N70'52'40"W 195.23'
C35
150.00'
40'59'00"
107.29'
S19'40'32"W 105.02'
C36
530.00'
2*14'07"
20.68'
S60'44'13"E 20.67'
C37
530.00'
4'36'39"
42.65
S64'09'36"E 42.64'
C38
530.00'
4'51'55"
45.00'
S68'53'53"E 44.99'
C39
530.00'
5'39'46"
52.38'
S74'09'44"E 52.36'
C45
470.00'
6'16'11"
51.43'
S62'45'15"E 51.40'
C46
470.00'
6'28'24"
53.10'
S69'07'33"E 53.07'
C47
470.00'
7'40'23"
62.94'
S76'11'56"E 62.90'
DESCHUTES COUNTY SURVEYOR
FlLED 2������� By.ebvn4lLv4l
/Z1l/12.vZo
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
X
CS 20443
SHEET 9 OF 16
PREPARED FOR.
PAHLISCH HOMES
210 SW 'MESON AVENUE, g100
BEND, OR 97702
SCALE: 1 "= 30 FEET
1!!!!6!!"
30 0 6 15 30
S76'y5'56*
E 243.61,
r
i 2.50i , 68 53,
it �2. 50, PSD 34 �E 6
7
TYPICAL) ,
H; r
75 Lo
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
REMAINDER OF
INSTR. NO.
2020-13332
76
o 5,226 SF V- i ,�v v ^n; / i i 0.86' \ S
Z I N I 77
r, 6,752 SF o Q // i i ?0
O78N /
6,989 SF ,� i �o 0 oQ� �' �� •�j,
4 / .1 / /
__
r L C4 23 _L_26.47,�r ' % o� / o Qti
,
6,092 SF
Lq
O LC21 �S . /1' � `\ //
- �
196, 49, A,
40
57'
, 0,
i -C41 i i----,C42=59
i L=7.92' 1g
5857
6�
N
/
6,761 SF
/ v 56 o0
'a 6,161 SF
<-So, i
55
N685�,4h
H' 4,56! 88,
Sy
FFT ;� ON
' 80
7,816 SF
19
0
+o 0
Coe 6
41.
n
&/&��c.
9' G
�O
��
ry
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
OF
OREGON
LEGEND
}( 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS DESCHUTES COUNTY SURVEY NUMBER
PUE PUBLIC UTILITY EASEMENT
PRSDE PRIVATE STORM DRAINAGE EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
PRWE PRIVATE RETAINING WALL EASEMENT
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
570.00'
4'20'07"
43.13'
S4012'25"W 43.12'
C21
500.00'
22'30'59"
196.49'
N70'52'40"W 195.23'
C22
300.00'
34'30'37"
180.70'
N64'52'50"W 177.98'
C40
530.00'
5'08'32"
47.57'
S79'33'53"E 47.55'
C41
270.00'
1'40'52"
7.92'
N81'17'43"W 7.92'
C42
270.00'
12'33'40"
59.19'
N74'10'27"W 59.07'
C43
270.00'
13'35'08"
64.02'
N61'06'03"W 63.87'
C44
270.00'
6'40'57"
31.49'
N50'58'00"W 31.47'
C48
470.00'
2'06'02"
17.23'
S81'05'08"E 17.23'
C49
330.00'
4'35'47"
26.47'
N79'50'15"W 26.47'
C50
330.00'
9'06'37"
52.47'
N72'59'03"W 52.42'
C51
330.00'
8'41'59"
50.11'
N64'04'46"W 50.06'
C52
330.00'
7'20'56"
42.33'
N56'03'18"W 42.30'
C53
330.00'
4*45'18"
27.39'
N50'00'11"W 27.38'
FDESICD
i#UTES COUlUTTY Si�RVEYOR
�'�- BY: Dvnkc/
SHEET 10 OF 16
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
SCALE: 1 "= 30 FEET
30 0 6 15 30
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C62
13.50'
90.00'00"
21.21'
N87.22'28"E 19.09'
C63
13.50'
90.00'00"
21.21'
S02'37'32"E 19.09'
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
LEGEND
A$
OREGON
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
ABBREVIATIONS
W/YPC
INSTR. NO.
WITH A YELLOW PLASTIC CAP
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
DESCHUTES COUNTY SURVEY NUMBER
PUBLIC U1LITY EASEMENT
PRIVATE UTILITY EASEMENT
PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
SANITARY SEWER EASEMENT TO THE CITY
OF BEND
L If I /Z'o Z-0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 21
SHEET 11 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, /100
BEND, OR 97702
N
SCALE: 1 "= 30 FEET
1!!!%?%ii
30 0 6 15 30
N75.58,3�
16839 . IN
�
N47'37'32"W 4.00'
N42'22'28"E 18.79'-
TRACT V
C74 L=3.08' ,N
a
o N
0 0 =
co
0
C2
o �-30 �9,
...C7379,
\
LEGEND
X 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS DESCHUTES COUNTY SURVEY NUMBER
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
(R) RADIAL
II
REMAINDER OF
INSTR. NO.
2020-13295
TRACT V
1,293 SF
S47'37'32"E 4.00'
TRACT 'F'
2,676 SF
�19
PETROSA, PHASE 1
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
DATE: NOVEMBER 30, 2020
PZ-20-0235
s A'00
10041
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
370.00'
28'21'03"
183.08'
N61'48'03"W 181.22'
C23
300.00'
19'56'47"
104.44'
S32'24'04"W 103.91'
C24
400.00'
4'24'40"
30.79'
N69'46'36"W 30.79'
C25
400.00'
19*56'44"
139.25'
N57'35'54"W 138.55'
C54
270.00'
0*19'20"
1.52'
S42'12'48"W 1.52'
C55
270.00'
4*14'56"
20.02'
S39'55'40"W 20.02'
C56
270.00'
15'22'31"
72.45'
S30'06'56"W 72.24'
C57
430.00'
15'56'42"
119.67'
N55'35'53"W 119.28'
C64
13.50'
90'00'00"
21.21'
NO2'37'32"W 19.09'
C65
13.50'
90'00'00"
21.21'
N87'22'28"E 19.09'
C66
443.00'
7'31'58"
58.24'
N51'23'31"W 58.20'
C67
443.00'
8'31'48"
65.95'
N59'25'24"W 65.89'
C72
370.00'
24'21'24"
157.29'
N59'48'14"W 156.11'
C73
370.00'
3059'39"
25.79'
N7305846"W 25.79'
C74
430.00'
0'24'37"
3.08'
S71'46'37"E 3.08'
C75
330.00'
19'56'47"
114.88'
N32'24'04"E 114.30'
/z „ /?.,& S-�p
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
Ar.
40
CS 20443
SHEET 12 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
N
SCALE: 1 "= 30 FEET
30 0 6 15 30
Z
�0 �O
S42'22'28"W 13.469
ems,
SON
)7N j
Sy Fb 0
FET N
is
Y
or
sy���'
� ti
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
NOTE: SEE SHEET 16 FOR EASEMENT
DETAILS FOR EASEMENTS ON LOTS 12-27.
tK O
OP
�
V0 ��
LEGEND
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
ABBREVIATIONS
OF
OREGON
WITH A YELLOW PLASTIC CAP
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
DESCHUTES COUNTY SURVEY NUMBER
PUBLIC UTILITY EASEMENT
SANITARY SEWER EASEMENT TO THE CITY
OF BEND
PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C5
460.00'
42'35'35"
341.96'
S21'04'41 "W 334.14'
C8
540.00'
22*28'19"
211.79'
N11'01'02"E 210.44'
C26
500.00'
42'35'35"
371.69'
N21'04'41 "E 363.19'
C58
540.00'
20*07'16"
189.64'
S3218'50"W 188.67'
C60
13.50'
90'00'00"
21.21'
NO2'37'32"W 19.09'
C61
13.50'
90'00'00"
21.21'
N87'22'28"E 19.09'
C71
540.00'
3'09'41"
29.80'
N23'50'02"E 29.79'
L/11 /Z.AO Zo
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
X
SHEET 13 OF 16
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
SCALE: 1 "= 30 FEET
I !%?%iii
30 0 6 15 30
00
sti
FF�. Fo
041
PETROSA, PHASE 1
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
DATE: NOVEMBER 30, 2020
PZ-20-0235
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110041
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ry
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NOTE: SEE SHEET 16 FOR EASEMENT DETAILS FOR
EASEMENTS ON LOTS 1-11 AND LOTS 28-34.
LEGEND
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
�a
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
PUE
PUBLIC UTILITY EASEMENT
PSDE
PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
PRUE
PRIVATE UTILITY EASEMENT
/Z/11/20 240
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
cz
SHEET 14 OF 16
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE
BEND, OR 97702
N
SCALE: 1 "=
30 0 6
� v
PETROSA,
i nreTrn iKi Tug KinQTuWcT
PHASE 1
1/4 AND NORTHEAST 1/4
7 SOUTH, RANGE 12 EAST,
END, DESCHUTES COUNTY,
ABER 30, 2020
0-0235
ki
OREGON
LEGEND
5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
0 DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
FmAl n no] 1 xyl , M 11 M
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
PUE
PUBLIC UTILITY EASEMENT
DNR
DESTROYED, NOT RESET
S COUNTY SURVEYOR
12021 BY•D� vnl
/ Z.b Zo ?.o
'")
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
E9
CS 20443
SHEET 15 OF 16
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
N
SCALE: 1 "= 50 FEET
50 0 10 25 50
LEGEND
)K 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR." SET
A 1-1/8" BRASS DISK INSCRIBED
"AKS ENGR" SET
• 5/8" X 30" IRON ROD W/YPC
INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
■ 5/8" X 30" IRON ROD WITH AN ALUMINUM
CAP INSCRIBED "AKS ENGR.", PER POST
MONUMENT NOTE (SEE SHEET 2)
A DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
rmd on] Mai �x�l1:A1LG7MS
w
�
N UC
W/YPC WITH A YELLOW PLASTIC CAP
INSTR. NO. INSTRUMENT NUMBER PER DESCHUTES REMAINDER OF
COUNTY OFFICIAL RECORDS INSTR. NO,
CS DESCHUTES COUNTY SURVEY NUMBER 2020-13329
DNR DESTROYED, NOT RESET
RP REFERENCE POINT
w
to
3
O
M
r
O
O
Z
3 RIGHT-OF-WAY N5059'54"E 36.98'
o DEDICATION
cl
CD
N89'46'S3"E N85041117"E
z l 72.81' 91.62'
233.03'
40'
0
M N89'46'53"E 128.42'
BRASS DISK INSCRIBED "DEA
INC."; PER PLAT OF "MIRADA
PHASE 1 ", CS 17806, BEARS
N00'13'07"W 1.92% DNR
0
N
Lo
O
M
O
O
Z
CONTINUED ON
SHEET 12
I 40'
e/-
S00'13'07"E 29.31'
N 89'46'53'E 4.50'
w
w
000
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oco
cn
w
C)
1'M
N
w
0
w
r
0
0
N
I
SET ON RADIAL
LINE, BEARS
I S63'04'06"W
1.00', STAMPED
'RP'
30.30'
S89'46'53"W 4.50'
0-10- SO4'56'46"E 13.93'
RADIAL N84'2612n E
_a
vco
Cl >
REMAINDER OF
INSTR. NO.
2020-13331
501.85'
PETROSA, PHASE 1
LOCATED IN THE NORTHWEST 1/4 AND NORTHEAST 1/4
SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
DATE: NOVEMBER 30, 2020
PZ-20-0235
REMAINDER OF
INSTR. NO.
2019-31575
RIGHT-OF-WAY
DEDICATION
N89'46'53"E 400.70'
I a 5/8" IR; PER
S89046'53"W 734.88' i
o CS 02729; DNR BUTLER MARKET ROAD
CENTER 1/4
5/8" IR W/YPC, ILLEGIBLE; PER PLAT OF "MIRADA PHASE 1", CS 17806;
DESTROYED, RESET WITH A 5/8" IRON ROD W/YPC "AKS ENGR."
BEARS N0013'07"W 0.88' FROM CENTERLINE -CENTERLINE INTERSECTION
0
O
0
0
00
N
W
0
r
0
N
OF
OREGON
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C5
460.00'
42'35'35"
341.96'
S21'04'41 "W 334.14'
C6
264.00'
21'22'06"
98.46'
S16'14'51 "E 97.89'
C7
64.00'
41'04'41"
45.88'
S47'28'14"E 44.91'
C8
540.00'
22'28'19"
211.79'
N11'01'02"E 210.44'
C26
500.00'
42'35'35"
371.69'
N21'04'41 "E 363.19'
DESCHUTES COUNTY SURVEYOR
FlLED gY: Avnk��b?
INSTR. NO.
2019-41614
5/8" IR W/YPC,
DAMAGED CAP; PER
CS 02729; DESTROYED
BY CONSTRUCTION,
RESET AS SHOWN
N89'46'53"E 23.26'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
SHEET 16 OF 16
PREPARED FOR,
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
Is
SCALE: 1 "= 30 FEET
lmmmml� = i
30 0 6 15 30
EASEMENT NOTES
1. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 1 SHALL
BENEFIT LOT 2.
2. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 4 SHALL
BENEFIT LOT 3.
3. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 5 SHALL
BENEFIT LOT 6.
4. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 8 SHALL
BENEFIT LOT 7.
5. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 9 SHALL
BENEFIT LOT 10.
6. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 12 SHALL
BENEFIT LOT 13.
7. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 15 SHALL
BENEFIT LOT 14.
8. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 16 SHALL
BENEFIT LOT 17.
9. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 18 SHALL
BENEFIT LOT 19.
10. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 21 SHALL
BENEFIT LOT 20.
11. THE PRIVATE UTILITY EASEMENT (PRUE) ON LOT 22 SHALL
BENEFIT LOT 23.
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PSDE
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PSDEI I
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PUE
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--.............
EDESC9�UTES COUNTY SURVEYOR
FlI.ED a 1 a o�\ BY: D V�1u,1
NE PETROSA AVENUE
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT TO
BENEFIT ADJOINING LOTS
PRUE PRIVATE UTILITY EASEMENT TO BENEFIT
LOTS AS NOTED
PFTpnqAa PHASE 1
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
DATE: NOVEMBER 30, 2020
PZ-20-0235
EAGLE ROAD
/ 2-Al /Z.0 LO
REGISTERED
PROFESSIONAL
LAND SURVEYOR
IL4�-
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
I
I I I I I I
I I I I I I
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I I I I I I
I I I I w I I
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W
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PRUE
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RENEWS: 6/30/21
PZ4.rVS-aI pkasp_ 1
CS 2oyq 3
i7I223AjB
P5.17
Deschutes County Official Records
Nancy Blankenship, County Clerk 2021 _23122
01366076202100231220010013
D-AFFIM Cnt=1 Pgs=1 Stn=25 04/13/2021 02:13 PM
$5.00 $11.00 $61.00 $10.00 $6.00 $93.00
INTERIOR CORNER MONUMENTATION
I, Michael S. Kahna, Oregon Registered Professional Land Surveyor No. 89558, being duly sworn,
depose and say that in accordance with ORS 92.0703, I have correctly surveyed and marked with proper
monumentation the interior corners as indicated on the plat of PETROSA, PHASE 1 as originally
recorded on January 28, 2021 as Instrument No. 2021-06019, Deschutes County Official Records.
3 2 5 12- wZ/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FJANU
REGON
ARY 12, 2016
EL S. KAUNA
9558PLS
RENEWS: 6130-Xl
NOTARY CERTIFICATE
STATE OF OREGON )
) ss
COUNTY OF DESCHUTES )
L-%�''k'_
Michael S. Kalina
Registered Professional Land Surveyor No. 89558
AKS Engineering & Forestry
12965 SW Herman RD, STE 100
Tualatin, OR. 97062
(503) 563-6151
Signed and sworn to before me this k9— of '0AGh , 2021) by Michael S.
Kalina.
Notary Public for the State of Oregon
My Commission Expires:
COUNTY SURVEYOR APPROVAL
OFFICIAL STAMP
GOLDIE MARIE HAMILTON
NOTARY PUBLIC - OREGON
COMMISSION NO.999054
MY COM; SSION EXPIRES APRIL 20, 2024
Approved this_V day of _ 49r_ZL 2021, in accordance with ORS 92.070.
Printed Name
AFTER RECORDING RETURN TO:
DESCHUTES COUNTY SURVEYOR'S OFFICE
61150 SE 27TH ST.
BEND, OR 97702
a e