HomeMy WebLinkAboutSurvey 21375PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20211114.
2. THIS PLAT IS SUBJECT TO REGULATIONS, INCLUDING LEVIES, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF CENTRAL
OREGON IRRIGATION DISTRICT. AMENDED BY THE QUITCLAIM DEED RECORDED APRIL 24, 2024, AS INSTRUMENT NUMBER 2024-10053, DESCHUTES COUNTY OFFICIAL
RECORDS.
3. THIS PLAT IS SUBJECT TO RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE PREMISES LYING WITHIN THE RIGHT—OF—WAY OF EAGLE ROAD.
4. THIS PLAT IS SUBJECT TO RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE PREMISES LYING WITHIN THE RIGHT—OF—WAY OF BUTLER MARKET ROAD.
5. THIS PLAT IS SUBJECT TO THE C.O.I. LATERAL 'A' AS SHOWN ON THE DESCHUTES COUNTY ASSESSOR'S MAP.
6. THIS PLAT IS SUBJECT TO A LICENSE AND JOINT USE AGREEMENT, RECORDED JANUARY 19, 1988, 1N VOLUME 157, PAGE 1631, DESCHUTES COUNTY OFFICIAL RECORDS.
7. THIS PLAT IS SUBJECT TO A JOINT ROAD USE AGREEMENT, RECORDED OCTOBER 15, 1991, IN VOLUME 247, PAGE 1072, DESCHUTES COUNTY OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO AN EASEMENT TO CONSTRUCT AND INSTALL A CULVERTED CROSSING OF THE CENTRAL OREGON CANAL LATERAL "A", RECORDED JANUARY 21,
1993, IN VOLUME 288, PAGE 1923, DESCHUTES COUNTY OFFICIAL RECORDS. SAID EASEMENT BENEFITS THE SUBJECT PROPERTY. UNSPECIFIED WIDTH OR LOCATION TO
CROSS SAID LATERAL W. THE EXISTING CULVERTED CROSSING LIES ENTIRELY WITHIN THE CENTRAL OREGON IRRIGATION LATERAL "A" EASEMENT PER MINOR LAND
PAR11TION MP-87-6, AND PARTIALLY WITHIN THE RIGHT—OF—WAY DEDICATION OF NE MAPLEMOOR DRIVE. THE PORTION OF SAID CENTRAL OREGON IRRIGATION LATERAL "A"
THAT LIES WITHIN SAID RIGHT—OF—WAY DEDICATION WAS RELEASED PER QUITCLAIM DEED, RECORDED APRIL 24, 2024, AS INSTRUMENT NUMBER 2024-10053, DESCHUTES
COUNTY OFFICIAL RECORDS. SAID CULVERTED CROSSING EASEMENT LIES OUTSIDE THE PLAT BOUNDARY AND IS NOT SHOWN HEREON.
9. THIS PLAT IS SUBJECT TO THE PETROSA ANNEXATION AGREEMENT, RECORDED MARCH 12, 2020, AS INSTRUMENT NUMBER 2020-11217, DESCHUTES COUNTY OFFICIAL
RECORDS. AMENDED BY FIRST AMENDMENT TO PETROSA ANNEXATION AGREEMENT, RECORDED JUNE 22, 2021, AS INSTRUMENT NUMBER 2021-37248, DESCHUTES COUNTY
OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO A MEMORANDUM OF AGREEMENT, RECORDED MAY 19, 2020, AS INSTRUMENT NUMBER 2020-22653, DESCHUTES COUNTY OFFICIAL RECORDS, AND
RE —RECORDED MAY 20, 2020, AS INSTRUMENT NUMBER 2020-22872, DESCHUTES COUNTY OFFICIAL RECORDS.
11. THIS PLAT IS SUBJECT TO A JOINT ROAD USE AGREEMENT, RECORDED APRIL 26, 2021, AS INSTRUMENT NUMBER 2021-26043, DESCHUTES COUNTY OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO THE LICENSE, RECORDED OCTOBER 18, 2022, AS INSTRUMENT NUMBER 2022-37973, DESCHUTES COUNTY OFFICIAL RECORDS.
13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITY IMPROVEMENT AGREEMENT, RECORDED FEBRUARY 14, 2023, AS INSTRUMENT NUMBER 2023-3393, DESCHUTES COUNTY
OFFICIAL RECORDS.
14. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR FENCE REPAIR AND REPLACEMENT, GRANT OF NON—EXCLUSIVE TEMPORARY EASEMENT AND PARTIAL REPLACEMENT OF
WATER EASEMENT AND GRANT OF NEW WATER EASEMENT, RECORDED JUNE 16, 2023, AS INSTRUMENT NUMBER 2023-14515, DESCHUTES COUNTY RECORDS. THE
EASEMENTS REFERENCED IN SAID INSTRUMENT ARE ALL OUTSIDE OF THE PLAT BOUNDARY AND ARE NOT SHOWN HEREON.
15. THIS PLAT IS SUBJECT TO THE STORM MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED MAY 28, 2024, AS INSTRUMENT NUMBER 2024-13248, DESCHUTES
COUNTY OFFICIAL RECORDS.
16. THIS PLAT IS SUBJECT TO THE EMERGENCY ACCESS EASEMENT, TO BENEFIT THE CITY OF BEND, RECORDED AUGUST 5, 2024, AS INSTRUMENT NUMBER 2024-19990,
DESCHUTES COUNTY OFFICIAL RECORDS.
17. TRACTS 'A', 'B', AND 'C' ARE USED FOR OPEN SPACE.
18. TRACT 'D' IS A PRIVATE ALLEY TRACT, AND IS SUBJECT TO A PRIVATE STORM EASEMENT (PSDE) TO BENEFIT LOTS 30-35 AND LOTS 45-48, AND A PUBLIC ACCESS
EASEMENT (PAE) OVER ITS ENTIRETY.
19. THE EXTERIOR PLAT BOUNDARY LINE THAT FALLS WITHIN THE DEDICATION OF RIGHT—OF—WAY FOR EAGLE ROAD AND ALONG THE CENTERLINE OF THE CANAL WITHIN THE
OPEN CANAL WAS NOT MONUMENTED PER ORS 92.060(2)(b).
MERIDIAN, PHASE 1 SHEET 10F7
A RELPAT OF A PORTION OF PARCEL 1 OF MP-87-69
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP10% 17 S0110 AW&OUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
w
v
U I Y U! bLN U, ULtiUH U I Lb C;UU N I Y, UKLUUN Deschutes County Official Records
APRIL 26, 2024 Steve Dennison, County Clerk 2024-21613
PLLD20211114 �
01530141202400216130070073
D-PLAT Cnt=1 Pgs=7 Stn=6 08/20/2024 03:12 PM
$60.00$11.00$61.00$10.00$6.00 $148.00
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS PLAT IS TO REPLAT A PORTION OF PARCEL 1 OF MP-87-6, RECORDED AS INSTRUMENT NUMBER 1988-9755, DESCHUTES COUNTY OFFICIAL RECORDS, INTO LOTS,
TRACTS, STREETS, AND EASEMENTS.
THE BASIS OF BEARINGS FOR THIS PLAT ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL—TIME GNSS NETWORK (ORGN),
DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN THE CENTER QUARTER CORNER AND THE CENTER —EAST ONE —SIXTEENTH CORNER IS NORTH 8952'54" EAST.
THE EASTERLY LINE WAS ESTABLISHED BY HOLDING RECORD DISTANCE OF 556.64 PER INSTRUMENT NUMBER 2022-24451, DESCHUTES COUNTY OFFICIAL RECORDS, ALONG THE
EAST —WEST CENTER ONE —QUARTER LINE ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE CENTER ONE —QUARTER CORNER AND THE CENTER EAST ONE —SIXTEENTH CORNER OF
SECTION 23, TO THE INTERSECTION WITH THE CENTER OF THE CENTRAL OREGON IRRIGATION DISTRICT LATERAL 'A', FROM SAID INTERSECTION RECORD ANGLES WERE HELD, AND RECORD
DISTANCES PER SAID INSTRUMENT, WERE PRORATED TO THE FOUND MONUMENTS PER COUNTY SURVEYS 2738 AND 2736, SAID MONUMENTS ARE HELD BY THIS SURVEY..
THE SOUTHERLY LINE BEING THE SOUTH LINE OF THE NORTH ONE—HALF OF THE NORTHWEST ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF SECTION 23 WAS ESTABLISHED BY
HOLDING FOUND MONUMENTS PER COUNTY SURVEYS 2736 AND 2738.
THE EASTERLY RIGHT—OF—WAY OF EAGLE ROAD WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET EASTERLY OF THE NORTH —SOUTH CENTER ONE —QUARTER LINE
OF SECTION 23, ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE CENTER ONE —QUARTER CORNER, AND THE SOUTH ONE —QUARTER CORNER OF SECTION 23, THE PORTION OF
EAGLE ROAD THAT LIES WITHIN THE RIGHT—OF—WAY DEDICATION DEED, RECORDED AS INSTRUMENT NUMBER 2020-11458, DESCHUTES COUNTY OFFICIAL RECORDS WAS ESTABLISHED BY
HOLDING RECORD DATA FROM SAD INSTRUMENT.
THE SOUTHERLY RIGHT—OF—WAY OF NE BUTLER MARKET ROAD WAS ESTABLISHED BY HOLDING RECORD DATA PER RIGHT—OF—WAY DEDICATION DEED, RECORDED AS INSTRUMENT NUMBER
2020-11458, DESCHUTES COUNTY OFFICIAL RECORDS. THE CENTERLINE OF NE BUTLER MARKET ROAD WAS ESTABLISHED BY HOLDING RECORD DATA PER COUNTY SURVEY 20165.
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 EVELYN PLACE, NE COBALT STREET, NE HAYLOFT
PLACE, NE SNOW OWL STREET, NE MAPLEMOOR DRIVE, 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 THE PUBLIC ACCESS EASEMENT (PAE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE PUBLIC SIDEWALK EASEMENTS (PWSE), AS SHOWN HEREON;
SURVEYOR'S CERTIFICATE
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;
I, JACOB ALLEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF "MERIDIAN", AND DOES HEREBY GRANT TO THE BENEFIT OF ADJOINING LOTS AND OR TRACTS, THE 6.00 FOOT WIDE RETAINING WALL EASEMENT (RWE), AS SHOWN HEREON;
BEING A PORTION OF PARCEL 1 OF MP-87-6, SITUATED IN THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE AND DOES HEREBY GRANT TO THE ADJOINING LOTS THE PRIVATE STORM EASEMENTS (PSDE), AS SHOWN HEREON;
MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT BEING A 5/8-111CH IRON ROD WITH A YELLOW PLASTIC CAP 1NSCRIBED "AKS ENGR.'; LOCATED ON THE SOUTH RIGHT—OF—WAY LINE OF NE BUTLER AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "MERIDIAN, PHASE 1", HENCEFORTH TO BE SO KNOWN.
MARKET ROAD (50.00 FEET FROM CENTERLINE), AT THE INTERSECTION WITH THE CENTERLINE OF THE CENTRAL OREGON IRRIGATION DISTRICT LATERAL "A", FROM WHICH THE CENTER
SEE SHEET 2 FOR SIGNATURE
ONE —QUARTER CORNER OF SAID SECTION 23 BEARS, NORTH 29041'25" WEST 28.30 FEET, AND NORTH 08906'42" WEST 25.63 FEET ALONG SAID CENTERLINE OF THE CENTRAL OREGON
IRRIGATION DISTRICT LATERAL "A" TO THE EAST —WEST CENTER ONE —QUARTER LINE OF SAID SECTION 23, AND SOUTH 89052'54" WEST 556.64 FEET ALONG SAID CENTER ONE —QUARTER
LINE, TO SAID CENTER ONE —QUARTER CORNER; THENCE FROM SAID INITIAL POINT, ALONG SAID CENTERLINE OF THE CENTRAL OREGON IRRIGATION DISTRICT LATERAL "A" ON THE
FOLLOWING COURSES: SOUTH 29'41'25" EAST 70.64 FEET; THENCE SOUTH 24'27'56" EAST 56.55 FEET; THENCE SOUTH 22'36'27" EAST 67.57 FEET; THENCE SOUTH 2617'32" EAST
90.19 FEET; THENCE SOUTH 16'32'17" EAST 46.44 FEET; THENCE SOUTH 01'02'01" EAST 24.79 FEET, THENCE SOUTH 25'51'51" WEST 46.28 FEET; THENCE SOUTH 36001'43" WEST 35.24
FEET; THENCE SOUTH 25106'08" WEST 45.63 FEET; THENCE SOUTH 11034'51 " WEST 12.70 FEET; THENCE LEAVING SAID CENTER OF LATERAL "A", NORTH 81042'48" WEST 82.25 FEET;
THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 17'02'58" AN ARC LENGTH OF 53.56 FEET, AND A CHORD OF NORTH 7311'19" WEST
53.37 FEET; THENCE ALONG A NON —TANGENT CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET (RADIUS POINT BEARS SOUTH 5515'46" EAST), A CENTRAL ANGLE OF 3'35'59" AN
ARC LENGTH OF 10.68 FEET, AND A CHORD OF SOUTH 32'56'15" WEST 10.68 FEET, TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH 58'51'45" WEST 26.00
FEET, THENCE ALONG A NON —TANGENT CURVE TO THE LEFT WITH A RADIUS OF 196.00 FEET (RADIUS POINT BEARS SOUTH 58'51'45" EAST), A CENTRAL ANGLE OF 31-08'15"1 AN ARC
LENGTH OF 106.52 FEET, AND A CHORD OF SOUTH 15'34'07" WEST 105.21 FEET, THENCE SOUTH 00'00'00" EAST 91.45 FEET, TO THE SOUTH LINE OF THE NORTH ONE—HALF OF THE
NORTHWEST ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF SAID SECTION 23; THENCE ALONG SAID SOUTH LINE, SOUTH 8905357" WEST 431.27 FEET TO THE EAST
RIGHT—OF—WAY LINE OF EAGLE ROAD (30.00 FEET FROM CENTERLINE); THENCE ALONG SAID EAST RIGHT—OF—WAY LINE, NORTH 00'03'06" EAST 369.60 FEET TO AN ANGLE POINT IN
SAID RIGHT—OF—WAY LINE; THENCE CONTINUING ALONG SAID RIGHT—OF—WAY LINE, SOUTH 8905654" EAST 18.00 FEET TO AN ANGLE POINT IN SAID RIGHT—OF—WAY LINE (48.00 FEET
FROM CENTERLINE); THENCE CONTINUING ALONG SAID RIGHT—OF—WAY LINE, NORTH 00'03'06" EAST 191.01 FEET TO A POINT OF CURVATURE IN SAID RIGHT—OF—WAY LINE; THENCE
CONTINUING ALONG SAID RIGHT—OF—WAY LINE, ON A CURVE TO THE RIGHT WITH A RADIUS OF 44.00 FEET, A CENTRAL ANGLE OF 47'35'49" AN ARC LENGTH OF 36.55 FEET, AND A
CHORD OF NORTH 23'51'00" EAST 35.51 FEET TO A POINT OF TANGENCY ON SAID RIGHT—OF—WAY LINE (VARYING IN WIDTH FROM CENTERLINE); THENCE CONTINUING ALONG SAID
RIGHT—OF—WAY LINE ON THE FOLLOWING COURSES: NORTH 47038'55" EAST 5.07 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 49.00 FEET, A CENTRAL ANGLE OF
42007'58"1 AN ARC LENGTH OF 36.03 FEET, AND A CHORD OF NORTH 68'42'54" EAST 35.23 FEET, TO THE SOUTH RIGHT—OF—WAY LINE OF NORTHEAST BUTLER MARKET ROAD (50.00
FEET FROM CENTERLINE); THENCE ALONG SAID SOUTH RIGHT—OF—WAY LINE, NORTH 89'46'53" EAST 475.44 FEET TO THE INITIAL POINT.
THE ABOVE TRACT OF LAND CONTAINS 7.93 ACRES, MORE OR LESS. 09SCHUM COUNN %%RVU2101R
4) Fly
PREPARED FOR.
PAHLISCH HOMES, INC.
210 SW NALSON AVE., SUITE 100
BEND, OREGON 97702
e/2 o/ZoZy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 3
SHEET INDEX.
1. PLAT NOTES, SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, AND DECLARATION
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, APPROVALS, ASSESSOR'S CERTIFICATE, CONSENT
AFFIDAVITS, AND POST MONUMENTATION NOTE
3. PLAT BOUNDARY
4. LOTS 8-28, 37-42, TRACT 'A', AND PORTIONS OF TRACTS 'B' AND 'C'
5. LOTS 1-7, 29-36, 43-48, TRACT 'D', AND PORTIONS OF TRACTS 'B' AND 'C'
6. DETAILS
7. DETAILS
JOB NAME: MERIDIAN AKS ENGINEERING dt FORESTRY, LLC
2777 NW LOLO DR, STE 150 _
JOB NUMBER: 6777-02 BEND, OR 97703
541.317.8429
DRAWN BY: JBS JAC WWW•AKS—ENG.COM
CHECKED BY: JAC MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6777-02 PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
CS 2 1 3 7 5
(N89'53'05"E 1332.80')R1,R16 SHEET 3 OF 7
(N89'58'11"E 1332.81')R5,R7,R13
4 CORNER N89'53'05"E 1332. „ � " � (N89'S1'24"E 1332.85')R8
CENTER 1
/ ( 80 )R1 (N89 5811E 1332.80 )R3,R5,R13 (N89 48 04 E 1332.88 )R4,R14 (N89 52 00 E 1332.79 )R6 (1333.7 )R12
FOUND 5/8 "IR W YPC / (N89'51'42"E 1332.81')R8 (N89'53'49"E 1332.80')R9,R11 (N89'52'00"E 1332.94')R10 (1331.9')R12 (N89'58'11"E 1332.80')R13 (N89'48'04"E 1332.88')R14
" " (N89'51'15"E 1332.86')R15 (N89'58'11"E 1332.85')R17 (N89'53'31"E 1332.80')R19 " '
� INSCRIBED AKS ENGR. (N89 51 39 E 1332.84 )R15 1/4 CORNER
I / PER R20; HELD CENTER EAST -WEST N8975254"E 1332.80' BASIS OF BEARINGS COCS (N89'53'31"E 1332.83')R19 FOUND 2-1/2" BRASS CAP IN MONUMENT WELL;
SEC110N LINE 556.64' (556.64)R9,R11 N89052'54"E 1332.83' [PER OCRR 941; INSCRIBED AS SHOWN; HELD
�---� � � - - 23 24
• / CENTERLINE (N89'46'53"E)R19 S08'06'42"E 25.63W 1/4 COR.
os�R�:cl NE BUTLER MARKET ROAD (so8•o5'13"E 25.64')R9,R11 o i��
C-E 1 /16 CORNER
N47'38'55"E 5.07' v :6'�� �' , i uo. INITIAL POINT FOUND 5/8" IR; NO CAP; DOWN
(547.38'S5"W 5.o7')R21 ry, V�2 N89 46 53 E 475.44 �,
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1/4 CORNER
FOUND 3-1 /4" ALUMINUM CAP; UNDER ASPHALT;
PER OCRR 940; INSCRIBED AS SHOWN; HELD
NE EVELYN
PLACE (PUBLIC)
OF NE HAYLOFT PLACE (PUBLIC)
top
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40 39 1
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W 41 38
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' a TRACT 'B'
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44 35
C4 RADIAL: S5515'46"E
I
llLU F'UL; F'LK K9,Kll; HLLU WK SUM LINL; UIJU INSIrLpBER
NUM 519
20
S89'53'57"W 1331.34' (S89058'50"W 1331.34')R3
(N89'47'18"W 1331.40')R4,R14 (S89'54'50"W)R9,R11
(S89'58'33"W 1331.12')R17
O �• S Ri2E SSG
DESCHums couNry SURVEYOR
MERIDIAN, PHASE 1
A RELPAT OF A PORTION OF PARCEL 1 OF MP-87-6,
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 26, 2024
PLLD20211114
s ��•
CENTERLINE OF THE
f CENTRAL OREGON
IRRIGATION DISTRICT
•�r r'• LATERAL "A"
�cQ W=
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INSTRUMER
t ��
NUMB
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201
0
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(S16'30'48"E 46.45')R9,R11
-S16'32'17"E 46.44'
(S01'00'32"E 24.80')R9,R11
-SO1'02'01 "E 24.79'
•ham �/ �ry0
COY • h N
(S36'03'12"W 35.25)R9,R11
S36'01'43"W 35.24'
(S25'07'37"W 45.64')R9,R11
-S25.06'08"W 45.63'
>(S11'36'20"W 25.74')R9,R11
S11034'51 "W 25.73'
NORTH ONE-HALF
23,
(N89'47'11 "E 35.00')R9,R11
-N89043'45"E 35.00'
(S07'22'03"E 53.44')R9,R11
-S0717'29"E 53.48'
(S14'11'20"E 33.22)R9,R11
-S14'06'46"E 33.25'
�= (609.32')R9,R11
111041
SCALE: 1 "= 60 FEET
60 0 12 30 60
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
R21
44.00'
47035'49"
36.55'
N23'51'00"E 35.51'
(44.00')
(47'35'50")
(36.55')
(N23'51'00"E 35.51)
C2
R21
49.00'
42007'58"
36.03'
N68'42'54"E 35.23'
(49.00')
(42'07'58")
(36.03')
(N68'42'54"E 35.23')
C3
180.00'
17002'58"
53.56'
N7311'19"W 53.37'
C4
170.00'
3'35'59"
10.68'
S32056'15"W 10.68'
C5
196.00'
3110815"
106.52'
S15034'07"W 105.21'
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "DEA INC.";
PER R18; HELD
OO FOUND 5/8" IRON ROD W/YPC INSCRIBED "OMAN PLS
702"; PER R9,R11; HELD
0 DENOTES FOUND MONUMENT AS NOTED, HELD
POE POINT OF ENTRY
W/YPC WITH A YELLOW PLASTIC CAP
CALC CALCULATED POSITION ONLY
OCRR OREGON CORNER RESTORATION RECORD
IR IRON ROD
(R) RADIAL BEARING
COCS CENTRAL OREGON COORDINATE SYSTEM
DBC DESTROYED BY CONSTRUCTION, NOT RESET THIS SURVEY
PREPARED FOR-
PAHLISCH HOMES, INC.
210 SW WILSON AVE., SUITE 100
BEND, OREGON 97702
C-N-SE 1 /64 CORNER
FOUND 5/8" IR W/YPC INSCRIBED
"OMAN PLS 702"; PER R9,R11; HELD
7//7/zoL y
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ice,
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
C4
IV
CS 21375-
1
SCALE: 1 "= 40 FEET
MERIDIAN, PHASE 1
A RELPAT OF A PORTION OF PARCEL 1 OF MP-87-69
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DE34HUTESCOURITYSURVEYOR APRIL 26, 2024
� Fl�paalzi mz gy.C.�l ins PLLD20211114
Lo y�o5 pn
N4738'55'E 5.07'
3385. - Si_86__
PUE �
TIL
48.00'
c
G c
Q ''
O
c� LA
o
o
J C
o
o
C3 c
I
C
w
I S89'56'54"E 10.00'
1 11.00'--�'
1 48.00'
S89'56'54"E
18.00'
18.00' ROW DED -
I 30.00'
CONTINUED ON SHEET 5
N89'46'53"E
NE BUTLER MARKET ROAD
r-----------------------------I
--------------------------- i -7
CURVE TABLE
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
44.00'
47035'49"
36.55'
S23051'00"W 35.51'
C403
50.00'
31'22'54"
27.39'
S76'28'39"W 27.04'
C412
230.00'
11002'11"
44.30'
N04'01'11"E 44.23'
C2
49.00'
42'07'58"
36.03'
S68'42'54"W 35.23'
C404
50.00'
24'38'39"
21.50'
N75'30'34"W 21.34'
C413
170.00'
14'52'57"
44.16'
NO2'09'29"W 44.03'
C10
50.00'
90'00'00"
78.54'
N45'03'06"E 70.71'
C405
50.00'
34'22'39"
30.00'
S68'27'54"W 29.55'
C414
170.00'
10035'50"
31.44'
S1453'53"E 31.40'
C11
50.00'
69045'06"
60.87'
S55004'21 "E 57.18'
C406
50.00'
3402239"
30.00'
N77'09'27"W 29.55'
C415
20.00'
69'45'06"
24.35'
S55004'21 "E 22.87'
C12
200.00'
55021'39"
193.24'
S0729'02"W 185.82'
C407
50.00'
34'22'39"
30.00'
N42'46'48"W 29.55'
C416
20.00'
90000'00"
31.42'
N45'03'06"E 28.28'
C13
200.00'
4813'56"
168.36'
NO3'55'10"E 163.44'
C408
50.00'
40'30'46"
35.35'
N05720'06"W 34.62'
C417
50.00'
143031'19"
125.25'
S45'03'06"W 94.98'
C400
50.00'
28'41'26"
25.04'
S12021'51 "E 24.78'
C409
50.00'
3939'26"
3.20'
N16045'00"E 3.19'
C418
50.00'
147018'09"
128.55'
N55004'21 "W 95.96'
C401
50.00'
34'22'39"
30.00'
S1910'12"W 29.55'
C410
230.00'
9004'42"
36.44'
N15'39'27"W 36.41'
C511
170.00'
55'21'39"
164.26'
N07'29'02"E 157.94'
C402
50.00'
24025'41"
21.32'
S48'34'21"W 21.16'
C411
230.00'
9037'12"
38.62'
N0618'30"W 38.57'
C512
230.00'
40039'48"
163.23'
N00'08'06"E 159.83'
0
0
0
Lo
CON RNUED
ON SHEET
5
0/11/zoz.y
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
0
qd-
INITIAL POINT
29
x
•
W/YPC
W/AC
PSDE
PRSDE
PUE
DTL
ROW DED
(R)
SF
RWE
COID
SHEET 4 OF 7
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST MONUMENTATION NOTE (SEE SHEET 2)
SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR."
PER POST MONUMENTATION NOTE (SEE SHEET 2)
WITH A YELLOW PLASTIC CAP
WITH A 2" ALUMINUM CAP
PRIVATE STORM EASEMENT
PRIVATE STORM DRAINAGE EASEMENT
PUBLIC U11UTY EASEMENT
DETAIL, SEE SHEETS 6-7
RIGHT-OF-WAY DEDICATION
RADIAL BEARING
SQUARE FEET
RETAINING WALL EASEMENT
CENTRAL OREGON IRRIGATION DISTRICT EASEMENT
PER MINOR LAND PARTITION MP-87-6 R11
EMERGENCY ACCESS EASEMENT PER INSTRUMENT NUMB[
2024-19990, DESCHUTES COUNTY OFFICIAL RECORDS
TYPICAL
LINE TABLE
LINE
BEARING AND DISTANCE
L1
N51'31'31 "E 15.35'
L2
N53'49'12"E 15.28'
L3
S65'43'40"E 21.85'
L4
N23'29'34"E 23.33'
L5
S4414'08"E 32.28'
L6
N52059'57"E 33.30'
S01'02101 "E
24.79'
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE., SUITE 100
BEND, OREGON 97702
CS 21375
RENEWS: 12/31/25
l
SCALE: 1 "= 40 FEET
1!!!%?%ii
40 0 8 20 40
30.00'
PSWE
DTL
48.00'
b
co
of Oct M
0 w
C) OC
0
"' to
� o
Q z
I 30.00'
1 18.00'
I
_ _ I 20'
10.00' S89056'54"E 101.00' I
30'
N
o PSDE 7 o N - o
>-
00
ono
Ln ,
°; I 3,838 SF CV � �I M
C
I
ku
_-4____-S89'56'54"E 101.00'_ __�_
00
o
_ _
1 - - �-
o
01
o
Z
I_ I
'
,)
N
C" i 4 0364 SF u I m
o
N
rn ,M N ,oi
8.00' I
S89456'54"E 101.00'
I
PIE
S31'45'1 A
0 11.09'
0
M 15.84'
S89'56'54"E 179.009
�. N
131.00'
I o NE EVELYN M
M
PSWE PLACE (PUBLIC)
L
O
i
lDTL
o
C)
-\ S89'56'54"E 101.00'
'� I
� S89'56'54"E 10.00'
,
Nrl-
_�
;
� 0 5 ,o
r 4,046 SF
_==S89'S6'54"E 101�00'___= i_
I
�- _ �-
18.00'
I
ROW c:> 4 1 0
00' 3,838 SF 1 an DED cd
15.00'
___S89'56'54"E 101.00'_____ I_
.-
----------------------
I
0 1 3 c)
C"
M
M 3,434 SF 04 CL M
co
o
iS89'56'54"E 101.00'_�
_ -
o
�
-rt----------------- -�-
o
N
I
0 1i1---10.00' 2 1
o to
00 PSDE 3,838 SF N I o
r7 1 , r7
I
I 101.00'_____y_
_ __S89'56'54"E
--------------------- -
�S89'56'54"E 10.00 8.00' -i-I
CO� 1 PUE ;o
4,164 SF I
N �
-7 101.00'
1
FOUND 5/8" IR; BEARS N8953'57"E
2.18'; BENT, 11ED POE; PER R9,R11;
HELD FOR SOUTH LINE; DBC
MERIDIAN, PHASE 1
A RELPAT OF A PORTION OF PARCEL 1 OF MP-87-6.
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAME MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CONTINUED ON SHEET 4
APRIL 26, 2024
42 PLLD20211114 CON77NUED
3o ON SHEET
37 4
' S89'56'54"E 110.00- j
--------------- L--J---------------------------------------
-1---PUE-------------------- 3
'-"-- 8.00, S89#56'54"E 115.38' �
,--- - - - - - - - 30 . 1 28
o 43 0 o 30 � I
0 0 co w Sri O `f' io N I
N _
N 4,840 SF N con o •�'' `ri N a 36 800' ;' v �' c�do i�-
C, o ,v 5,155 SF !; �� _, l_ --*4_ _
P I
S89 56 54 E 110.00 _ __ _ __ _ _E _ _ S812 48" ' - - .�
-*-- o ----- j--S89*56'54"E 116.89 .-------L- N ;�� � o ^ E 130 54
- -- ----------------------
ro TRACT B -------------------------,-- 0' N N
' 0 16 636 SF °'� �� pur `b 1 a 29 i
I -c)
1 =�
m
D
CL
00
�I W
N LV
CV
N
J
Q
m
0
V
W
Z
30' 1 30'
30.00'M k 30.00'
4.00'
0o I LO M 44 00 cn ' o . 35 �"'ho`� ,� v C509 5,800 SF
I "' a: 4 'o L o N 5,004 SF C�3 =5 �o
o_ 4,840 SF o .00 cotry . "C505 L= 11.26 56�. 295' `� hti ,%^� %
S8016 41 E 21.73
I S89'56'54"E 110.00' �� S89'56'54"E 82.23'
o t-f- 21.00' PSDE - C504 L=19.20'
S89'56'54"E 230.84'
N, I 115.00' I j j 115.84'
C_ I 1 0 34 S80'16'41 "E 13.57' Q
o 4'5 1 o M 4,721 SF ii' `�� co1 5,520SF I „�
I ________-S89'56'54"E
o .
0 1 S89'5fi'54"E 115.00' ---�-------------------------,-r- �• � cy
--------------------------�-. 9.00' 33 N �.
8.00' 1 Co. 3,723 SF �? v o v
o, PUE 46 ! o Lo
N J
o, o � .�_____-S89'56'54"E 105.95'______1_ v 0
5,060 SF
d-, p-----------------------,-�- Z �i
I 00 0 \ I (�
_1 _______S89'S6'54"E 115.00'______W_ o0 32 � 0 4.00
'� W '
I
-------------------------- o--. o M 3,541 SF v
z
19S�S�S?F 0
� N81 '42°4$'W 98. 09' 6.70'
/ V ��,�`• C/6� _ o L8
51.7 �'� - 50.21' RM ry'
NE MgpLE"E 88•21 .O cp
� �RI V MOOR o � � �'
3 �,5 E (PUBLic) o 51)
400, 3.56
I
LO/_____S89'56'S4"E
103.19'____
Ji_
REMAINDER
o I
o o a 47
C)l
Z o
30'
OF PARCEL 1
.�
1,
Of 5,060 SF
14
o o
C500 L=1.78
31
1_
1
OF MP-87-6
1
N��
c;0
IN
_i_J
____S89 56 54 E 115.00
_______I
5.00
1 M
�?
oub
.7
------
"
S89 56 54 E 103.21
1 _
a,
(.0 '
�-
-
------------------� __�_
I
I /
'
rn
rn
------------------------�-
1
1
o'
I
0
� 48
`V
10.00�-
PSDE I o
0
30
i
I o
oo
0
w
01
W
0
I
5,060 SF
1 4
o
4,026 SF
I cy;
Z
0
I�-
103.25'
I
8.00'115.00'
b
o
N
CP
I
tCD
PUE
'qr218.25'
I
PAE
N89'56'54"W
TRACT 'D'
i N
041
PSDE
N89'53'57"E 218.27'
4,493 SF
I N
.RM
3000'
S89*53'57"W 431.27'
3.00'
'
4.00'
CURVE TABLE
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
C3
180.00'
17'02'58"
53.56'
N7311'19"W 53.37'
C16
150.00'
19'44'56"
51.70'
N71'50'20"W 51.45'
C506
170.00'
14037'31"
43.39,
N27051'06"E 43.28,
C4
170.00'
3'35'59"
10.68'
S32'56'15"W 10.68'
C500
230.00'
0'26'37"
1.78'
S0013'19"W 1.78'
C507
170.00'
1515'21"
45.27'
N12054'40"E 45.13'
C5
196.00'
31008'15'
106.52'
S15'34'07"W 105.21'
C501
230.00'
8'30'20"
34.14'
S04041'47"W 34.11'
C508
230.00'
10*55'43"
43.87'
S15600'08"W 43.80'
C12
200.00'
55021'39"
193.24'
S07029'02"W 185.82'
C502
230.00'
8'42'36"
34.96'
S1318'15"W 34.93'
C509
120.00'
15'43'59"
32.95'
N73'50'48"W 32.85'
C13
200.00'
4813'56"
168.36'
N03055'10"E 163.44'
C503
230.00'
9'55'06"
39.82'
S22'37'06"W 39.76'
C510
230.00'
35'09'51"
141.16'
S17034'56"W 138.95'
C14
200.00'
7'07'43"
24.88'
N31'36'00"E 24.87'
C504
230.00'
4'46'50"
19.20'
S29058'04"W 19.19'
C511
170.00'
55021'39"
164.26'
N07'29'02"E 157.94'
C15
200.00'
35'09'51"
122.75'
S17'34'56"W 120.83'
C505
230.00'
2'48'22"
11.26'
S3345'40"W 11.26'
C512
230.00'
40'39'48"
163.23'
N00008'06"E 159.83'
/ 2.00,
�T b h
.4 N
TRACT 'C'
7,169 SF
�-S36ro1943"W
4.11 35.24'
T
INSNOMEN
UMBER 2013'12256
N81-42'48'w S11'34'51 "W 12.70'
L=10.68' 82.259
-51945"E 26.009(R)
LINE TABLE
LINE
BEARING AND DISTANCE
L7
S16031'35"E 22.53'
L8
S67052'43"E 15.23'
-7/17/ 2oLy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
2
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW NALSON AVE., SUITE 100
BEND, OREGON 97702
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR."
PER POST MONUMENTATION NOTE (SEE SHEET 2)
0 DENOTES FOUND MONUMENT AS NOTED, HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
PSDE PRIVATE STORM EASEMENT
PRSDE PRIVATE STORM DRAINAGE EASEMENT
PUE PUBLIC UTILITY EASEMENT
PSWE PUBLIC SIDEWALK EASEMENT
DTL DETAIL, SEE SHEETS 6-7
ROW DED RIGHT-OF-WAY DEDICATION
(R) RADIAL BEARING
SF SQUARE FEET
RM REFERENCE MONUMENT
PAE PUBLIC ACCESS EASEMENT
COID CENTRAL OREGON IRRIGATION DISTRICT EASEMENT
PER MINOR LAND PARTITION MP-87-6 R11
(TYP) TYPICAL
DBC DESTROYED BY CONSTRUCTION, NOT RESET THIS SURVEY
SHEET 5 OF 71
(:S 2 1375-
NE BUTLER MARKET ROAD
N89'46'53"E 8.91'-1
N0013'07"W 6.00'---�
S89046'53"W 2.96'
-S44'33'23"W 8.45'
______________
W
> > to
TRACT A / 13
TRACT 'A'
RWE DETAIL
SCALE: 1 "=20'
NE EVELYN PLACE
/-S89'56'54"E 3.04'
Q N00'03'06"E I,
Q 11.16' L
0 18.00'
� ROW
DED
-N15'16'01 "E 11.57'
PSWE
5
J LOT 5
Q PSWE DETAIL
w SCALE: 1' =20
S89756'54"E 22.78'
Q
0
x
J
0
Q
w
/
/
i
1 0 12
PSDE i
of o
roI Lo
43'
w
to
0
M
0
0
0
z
lK
S45026'53"E
12.67'
i J , I
o 57
3272IC A
LOTS 11-13, AND
TRACT 'A'
11 PSDE DETAIL
SCALE: 1 "=20'
18.00'
Q ROW
O DED
j= N00'03'06"E
w 11.08'
.J
Q
w
MERIDIAN, PHASE 1
A RELPAT OF A POR11ON OF PARCEL 1 Of MP-87-69
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 26, 2024
PLLD20211114
6
� S15'19'46"E 11.50'
�-T PSWE
"'-S89'56'54"E 3.05'
NE EVELYN PLACE
LOT 6
PSWE DETAIL
SCALE: 1 "=20'
NE BUTLER MARKET ROAD
3.86'
NE BUTLER MARKET ROAD
N89'46'53"E
97_ 91'
LEGEND
PSDE
PRIVATE STORM EASEMENT
PUE
PUBLIC UTILITY EASEMENT
RWE
RETAINING WALL EASEMENT
PRSDE
PRIVATE STORM DRAINAGE EASEMENT
ROW DED
RIGHT-OF-WAY DEDICATION
S6��jS
ZF30
. ob.
PREPARED FOR -7//?/Z-°ty
REGISTERED
PAHLISCH HOMES, INC.
PROFESSIONAL
210 SW WILSON AVE., SUITE 100 LAND SURVEYOR
BEND, OREGON 97702
DESCIMM COUM- MMMOR
�LgD 0 2Aozu.• C61 IiNS MOAREGO021
JACOB ALLEN CARSON
94570PLS
RENEWS: 1 1 25
239
NE HAYLOFT PLACE
cQa•r,cz'r,A "r An nn'
56
S89'56'54"E 10.01' .o v
S00'03'06"W 8.34' S89'56'54"E to
S89'56 54 E i 16.01' S61
6.01'
45 i 1P DE 34
i
i
SHEET 6 OFF 71
6'45'09"W 5.83'
-S89'56'54"E 14.33'
CS 21375-
MERIDIAN, PHASE 1
;yW Cou,ry��a,y �-; A RELPAT OF A PORTION OF PARCEL 1 OF MP-87-6lu
��p zoz gy,- fling LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 26, 2024
PLLD20211114
NE BUTLER MARKET ROAD
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW IMLSON AVE., SUITE 100
BEND, OREGON 97702
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C700
50.00'
8'34'30"
7.48'
N89'56'28"E 7.48'
C701
50.00'
23'22'29"
20.40'
S74'05'02"E 20.26'
C702
50.00'
2025'40"
2.12'
S61I0'58"E 2.12'
C703
140.00'
2516'26"
61.76'
N12'25'06"E 61.26'
C704
160.00'
1 2516'26-
70.58'
N12-25-06"E 70.01'
NE BUTLER MARKET ROAD
N89'46'53"E
17.60' 1 20.00' 1 28.94'
N0013'07"W� i 11*�l-NO013'07"W
7.78 I I 7.78'
1 I
I I
I I
I
I
I
r I
i I
I I
21 . ;f 22
-11 '_�20.40, zo
EAE r�
23
v
cam,
N89'46'53"E 5.93'
1`
\
�\r'o S29'27'23"E 15.60'
22 \
N34'59'27"E 5.64'
\
\
s
PIP.
\
\\\\ Apo 0
23 cp\
N55'09'46"E 5.20'--�,
%� LEGEND
C\�� COID CENTRAL OREGON IRRIGATION DISTRICT EASEMENT
h i PER MINOR LAND PARTITION MP-87-6 R11
EAE EMERGENCY ACCESS EASEMENT PER INSTRUMENT NUMBER
-19990, DESCHUTES COUNTY OFFICIAL RECORDS 2024
L=7.48' _
C701 L=20.40'
C702 L=2.12'
LOT 22
EAE DETAIL
SCALE: 1 "=20'
3.74' --r\
,
tp
,
,
``s-�
SJ`\` J`
,
24
\
,
N69048'12"E 5.15' `
,
3.05
REFERENCES
( )R1 RECORD INFORMATION PER BOUNDARY SURVEY, BY GEORGE COOK, DATED MARCH
22, 1973, AND FILED AS COUNTY SURVEY 02705.
( )R2 RECORD INFORMATION PER BOUNDARY SURVEY, BY EDGAR W. GRAVES, FILED
DECEMBER 7, 1983, AS COUNTY SURVEY 02708.
( )R3 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD H. GRAUE, DATED MAY
1973, AND FILED AS COUNTY SURVEY 02722.
( )R4 RECORD INFORMATION PER BOUNDARY SURVEY, BY WILLIAM W. HUDSON, DATED
AUGUST 1965, AND FILED AS COUNTY SURVEY 02724.
( )R5 RECORD INFORMATION PER BOUNDARY SURVEY BY RICHARD H. GRAUE, DATED MAY
1973, AND FILED AS COUNTY SURVEY 02728.
( )R6 RECORD INFORMATION PER RECORD OF SURVEY, BY GARY L. DEJARNATT, FILED MAY
14, 1991, AS COUNTY SURVEY 02729.
( )R7 RECORD INFORMATION PER BOUNDARY SURVEY, BY EDGAR W. GRAVES, DATED JUNE
17, 1980, AND FILED AS COUNTY SURVEY 02733.
( )R8 RECORD INFORMATION PER MAJOR LAND PARTITION MJP-77-28, BY RICHARD L.
BRYANT, RECORDED NOVEMBER 21, 1977, AND FILED AS COUNTY SURVEY 02735.
( )R9 RECORD INFORMATION PER SURVEY OF MINOR LAND PARTITION MP-87-6, BY
RAYMOND E. OMAN, FILED JUNE 2, 1987, AS COUNTY SURVEY 02736.
( )R10 RECORD INFORMATION PER PLAT OF PARTITION MP 89-19, BY ROBERT M. KARL,
FILED JULY 20, 1989, AS COUNTY SURVEY 02737.
( )R11 RECORD INFORMATION PER MINOR LAND PARTITION MP-87-6, BY RAYMOND E.
OMAN, FILED MAY 25, 1988, AS COUNTY SURVEY 02738.
( )R12 RECORD INFORMATION PER BOUNDARY SURVEY, BY AUBREY E. PERRY, FILED AS
COUNTY SURVEY 02739.
( )R13 RECORD INFORMATION PER BOUNDARY SURVEY, BY RICHARD H. GRAUE, DATED
JANUARY 1973, AND FILED AS COUNTY SURVEY 02740.
( )R14 RECORD INFORMATION PER BOUNDARY SURVEY, BY WILLIAM W. HUDSON, DATED
MARCH 1963, AND FILED AS COUNTY SURVEY 02741.
( )R15 RECORD INFORMATION PER MINOR PARTITION MP-91-4, BY DAVID K. BATEMAN,
FILED OCTOBER 28, 1991, AS COUNTY SURVEY 05038.
( )R16 RECORD INFORMATION PER "EAST VILLA SECOND ADDITION", BY GEORGE J. COOK,
RECORDED NOVEMBER 29,1974, AND FILED AS COUNTY SURVEY 06982.
( )R17 RECORD INFORMATION PER BOUNDARY SURVEY, BY MICHAEL W. TYE, FILED OCTOBER
16, 2003, AS COUNTY SURVEY 15578.
( )R18 RECORD INFORMATION PER "MIRADA, PHASE 1 ", BY JERRY C. POWELL, FILED
SEPTEMBER 2, 2008, AS COUNTY SURVEY 17806.
( )R19 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, FILED
MARCH 18, 2020, AS COUNTY SURVEY 20165.
( )R20 RECORD INFORMATION PER "PETROSA, PHASE 1% BY MICHAEL S. KALINA, FILED
FEBRUARY 1, 2021, AS COUNTY SURVEY 20443.
( )R21 RECORD INFORMATION PER DEDICATION DEED, RECORDED MARCH 13, 2020, AS
INSTRUMENT NUMBER 2020-11458, DESCHUTES COUNTY OFFICIAL RECORDS.
,
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
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