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89.58' r. 49.33','
(89.58')R18 (49.33')R18
19 18
"S//EYUN ESTATES'
"AI�BREY RNOGE, PHASE //'
3 2 > 15 14 13
(122.90')R11 (165.76')R11 (73.95')R8 (155.84')R8
112.95' - 165.77' 73.93' - 155.61'
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Lo
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NO CAP
"4/fBREY R/OGE, PHASE /"
>2 rr \ >0 7
1'6
NO CAP, BEARS S89'51'24"E
0.20'
(63.73')R8 (63.72')R8 (64.02')R8
(114.23')R8
63.83' 63.82' 64.03'
113.90'
S00'08'36" W 1321.35'
(S00'09'04'W 1321.4)R3,R4
(S00'09'04"W 1321.39')R5,R6
NW NORDIC AVENUE
5 4
(117.24')R8
117.50'
(S00'09'04'W)R8,R11,R13 FOUND 5/8" IR, PER R6
LEGEND
SET 5/8' IRON ROD W/YPC INSCRIBED
FOUND 5/8-IRON ROD W/YPC
"AKS ENGR."
INSCRIBED "SCE&S"; PER R14;
❑
FOUND 5/8-IRON ROD W/YPC
HELD UNLESS NOTED OTHERWISE
INSCRIBED 'HWA'; PER R8; HELD
Oo
FOUND 5/8-IRON ROD W/YPC
UNLESS NOTED OTHERWISE
C
INSCRIBED "LS2527"; PER R15;
0
FOUND 5/8"IRON ROD W/YPC
HELD
INSCRIBED "W&H PACIFIC'; PER
FOUND 5/8-IRON ROD W/YPC
R9; HELD UNLESS NOTED
INSCRIBED "D.E.A INC"; PER R16;
OTHERWISE
HELD
Q
DENOTES FOUND MONUMENT AS
FOUND 5/8" IRON ROD W/YPC
NOTED; HELD UNLESS NOTED
INSCRIBED "SCE&S"; PER R17;
OTHERWISE
HELD UNLESS NOTED OTHERWISE
❑A
FOUND 5/8-IRON ROD W/YPC
INSCRIBED "HWA% PER R11; HELD
0
FOUND 5/8' IRON ROD WITH
°O
FOUND 5/8" IRON ROD W/YPC
1N45W 10S REF MON, UNLESS-1/2" ALUMINUM CAP INSCRIBED
INSCRIBED 'LS2527'; PER R12;
NOTED OTHERWISE; PER R18;
HELD
HELD UNLESS NOTED OTHERWISE
QB
FOUND 5/8-IRON ROD W/YPC
A
FOUND 5/8' IRON ROD WITH YPC
INSCRIBED "W&H PACIFIC', UNLESS
D
INSCRIBED "N45W", UNLESS NOTED
NOTED OTHERWISE; PER R13;
OTHERWISE; PER R18; HELD
HELD UNLESS NOTED OTHERWISE
SCALE: 1 "=100 FEET
100 0 20 50 100
l
aDESCHUTES COU' SURVEYOR
ILED BY. Ptcri-e
152.33'
(152.31')R18
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W/YPC WITH A YELLOW PLASTIC CAP
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IR IRON ROD
CS DESCHUTES COUNTY SURVEY
NUMBER
ROW RIGHT-OF-WAY
COCS CENTRAL OREGON COORDINATE SYSTEM
ORDC OFFICIAL RECORDS DESCHUTES COUNTY
DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
(C) CALCULATED BEARING OF INTERIOR
LOT LINE PER R18 RECORD PLAT
DATA, WEST END OF LOT LINE NOT
TIED, DISTANCE MEASURED ALONG
CALCULATED LINE
STATUTORY WARRANTY DEED
INSTRUMENT NUMBER 2020-71069
(PARCEL 2)
TOTAL AREA = 73.529 ACRES t
(PARCEL 1 +PARCEL 2)
TOTAL
S3310'21 "W 80.00'
NON -TANGENT
RADIAL BEARING
NORTH ROW S3314'04'W
CENTERLINE S3314'16'W
ORIGINAL SOUTH 30' ROW S3314'28"W
-0, 30.`
-%
(NOO'04'44'E 545.58)R18 �cp f Q
(N00'06'18"E)R2,R3 ^ Q�
N00'04'04"E 545.549 D
320.00 23.88' S Q /�
>6 (320.07 )R18 (23.87 )R18 �h �4q
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`er
0 3 3 15
c:, =
Ld � 20.00' D s D\
Z v YPC INSCRIBED "DP LS 2885" ;0;.00 027+
00,
q�
15
5
(134.88')R13
134.90'
"YALHALLA HE/GHTS PHASE 01'
M � M
7
0 0 0 0 (155.15')R13
rn o M 155.11
B I B
2' ALUMINUM CAP--'
BEARS N44'29'24"W 0.20',
BENT, TIED POINT OF ENTRY
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BEARS S58052'54'W 0.15
FOUND 5/8" IR, PER R4,
HELD
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RECORD OF SURVEY
LOCATED I N THE NORTHWEST 1/4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN,
CITY OF BEND AND DESCHUTES COUNTY, OREGON
SEPTEMBER 14, 2021
i
50.00,
30.00')R14 30.00' _ . NW POLARSTAR AVENUE -
30.00')R17 M I
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" TOTAL o m ¢ m QE 00 umo N N
N68'0017 E 80.00 NO CAP, BENT, TIED
NON -TANGENT v C3-175A3W SPIN HOLE, HELD
RADIAL BEARING ��. '01 �:: o �-
NORTH ROW S68'01'03'W326,6 �o `r
CENTERLINE S68'01'04»W ��'f\�J�• 526.g1q�iR% - 4 n0#WS'v
ORIGINAL SOUTH 30 ROW S68'O1 05 W
-NON TANGENT�N1i,� o L�RADIAL BEARING C jNORTH ROW S68'07'49'W 0%�CENTERLINE S68'08'12"W N2121�/ �5a2�3�ORIGINAL SOUTH 30' ROW S68'08'38"W 2$ �29 / ° � 42
TOTAL •W ti5% N'LZpj DAMAGED CAP, BEARS
N68'00'17"E 80.00' Nti1'S9 �5a`�a l 20.00' S21'59'43"E 0.24' I
BENT, TIED 1
o ° �2 C �, O d 3 SPIN HOLE,
HELD
'ffES73/OE YfA00ff5' //"
R)1 ORIGINAL 30' ROW 'lfESTS/DE MEADOWS' //'
cam/ 12
NO CAP, BEARS N3310'21'E 0.15'
13
20.00'
14
// :5 14 & 7-
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.p50
0000�lco-w
OREGON
MARCH 8. 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
CURVE TABLE
CURVE
RADIUS
CENTRAL
LENGTH
CHORD
ClAE
1462.39'
612'09'
158.31'
N18'52'53"W 158.23'
C2
602.96'
3453'45"
367.23'
N3919'04"W 361.58'
C3
1462.39'
6'51'41"
175.13'
N12'20'58"W 175.02'
( )R7
(1462.39')
(6'51'30)"
(175.05)'
(N1216'25"W 174.94')
( )R17
(1462.39')
(6'51'24)"
(175.00)'
(N1214'30"W 174.90')
C4
1432.39'
13'03'39"
326.52'
N1527'07'W 325.81'
( )R1
(1432.39')
(13-03'52.61')
(326.614')
(325.907')
( )R10
(1432.39')
(13-03'53")
(326.62')
(N15'23'29"W 325.91')
C5
1402.39'
7'32'22'
184.54'
N12'41'40"W 184.41'
( )R10
(1402.39)
(7'32'30")
(184.59')
(N12'37'48"W 184.46')
( )R12
(1402.39')
(7'32'33')
(184.62')
(N12'37'26"W 184.48')
C6
1402.39'
531'05'
135.06'
N1913'23'W 135.01'
( )R10
(1402.39')
(531'23")
(135.18')
(N19'09'44'W 135.13')
( )R15
(1402.39')
(5'30'54")
(134.99')
(N1918'49'W 134.94')
C7
572.96'
34'53'57"
348.99'
N3918'46"W 343.62'
( )R1
(572.96')
(34'54'44.95")
(349.126')
(343.750')
C8
542.96'
34'54'10"
330.75'
N3918'27"W 325.66'
( )R15
(542.96')
1 (34'54'10")
(330.75')
(N3917'03"W 325.66)
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
PO BOX 1935
HOOD RIVER, OR 97031
SHEET 1 OF 4
SHEET INDEX
SHEET 1 SURVEY SOUTH (PARCEL 2)
SHEET 2 SURVEY NORTH (PARCEL 1), NARRATIVE
SHEET 3 OCCUPATION AND EASEMENT MAP SOUTH
SHEET 4 OCCUPATION AND EASEMENT MAP NORTH, EASEMENT NOTES
REFERENCES
( )R1 RECORD INFORMATION PER DESCHUTES COUNTY DEPARTMENT OF
PUBLIC WORKS HIGHWAY DIVISION SURVEY OF SHEVLIN PARK
ROAD, DATED DECEMBER 1976
( )R2 RECORD INFORMATION PER CS02173, BY GEORGE J. COOK, DATED
SEPTEMBER 30, 1974, DCSO
( )R3 RECORD INFORMATION PER CSO4901, BY JAMES E. BUSSARD,
DATED SEPTEMBER 7, 1972, DCSO
( )R4 RECORD INFORMATION PER "VALHALLA HEIGHTS PHASE IV", BY
GEORGE J. COOK, RECORDED MARCH 31, 1983, PLAT CABINET C,
PAGE 102, ORDC, AND FILED AS CS10283, DCSO
( )R5 RECORD INFORMATION PER-VALHAL.LA HEIGHTS, PHASE V", BY
LYNN J. BRUNO, RECORDED DECEMBER 13, 1993, PLAT CABINET
D, PAGE 29, ORDC, AND FILED AS CS11700, DCSO
( )R6 RECORD INFORMATION PER -VALHALLA HEIGHTS, PHASE VI', BY
LYNN J. BRUNO, RECORDED OCTOBER 19, 1995, PLAT CABINET D,
PAGE 164, ORDC, AND FILED AS CS12358, DCSO
( )R7 RECORD INFORMATION PER PARTITION PLAT NUMBER 1998-15,
BY JAMES R. TYE, RECORDED MARCH 12, 1998, PARTITION PLAT
CABINET 1, PAGE 650, ORDC, AND FILED AS CS13220, DCSO
( )R8 RECORD INFORMATION PER "AWBREY RIDGE, PHASE I", BY DAVID
R. WILLIAMS, RECORDED JUNE 22, 1999, PLAT CABINET E. PAGE
250, ORDC, AND FILED AS CS13692, DCSO
( )R9 RECORD INFORMATION PER "AWBREY GLEN HOMESITES, PHASE
SEVEN", BY BRIAN W. REEVES, RECORDED JUNE 30, 1999, PLAT
CABINET E, PAGE 256, ORDC, AND FILED AS CS13701, DCSO
( )R10 RECORD INFORMATION PER CS13770, BY DAVID R. WILLIAMS,
FILED SEPTEMBER 13, 1999, DSCO
( )R11 RECORD INFORMATION PER "AWBREY RIDGE, PHASE II', BY DAVID
R. WILLIAMS, RECORDED JUNE 4, 2001, PLAT CABINET E, PAGE
631, ORDC, AND FILED AS CS14515, DCSO
( )R12 RECORD INFORMATION PER "WESTSIDE MEADOWS", BY JERRY D.
STICHLER, RECORDED OCTOBER 10, 2001, PLAT CABINET E, PAGE
720, ORDC, AND FILED AS CS14650, DCSO
( )R13 RECORD INFORMATION PER "VALHAL.LA HEIGHTS, PHASE VII', BY
BRAIN W. REEVES, RECORDED OCTOBER 11, 2001, PLAT CABINET
E, PAGE 723, ORDC, AND FILED AS CS14653, DCSO
( )R14 RECORD INFORMATION PER "AWBREY COURT", BY MICHAEL W.
TYE, RECORDED AUGUST 20, 2002, PLAT CABINET F, PAGE 240,
ORDC, AND FILED AS CS15074, DCSO
( )R15 RECORD INFORMATION PER 'WESTSIDE MEADOWS II", BY JERRY D.
STICHLER, RECORDED OCTOBER 17, 2003, PLAT CABINET G, PAGE
82, ORDC, AND FILED AS CS15585, DCSO
( )R16 RECORD INFORMATION PER 'RENAISSANCE AT SHEVLIN PARK', BY
JERRY C. POWELL, RECORDED APRIL, 18, 2007, PLAT CABINET H,
PAGE 296, ORDC, AND FILED AS CS17291, DCSO
( )R17 RECORD INFORMATION PER 'SHEVLIN COURT", BY KEVIN JAMES
BLAKLEY, RECORDED OCTOBER 13, 2014, PLAT CABINET H, PAGE
1196, ORDC, AND FILED AS CS18773, DCSO
( )R18 RECORD INFORMATION PER "SHEVLIN ESTATES", BY KEITH S.
DAGOSTINO, RECORDED APRIL 29, 2016, PLAT CABINET I, PAGE
183, ORDC, AND FILED AS CS19088, DCSO
( )R19 RECORD INFORMATION PER CS20256, BY JOHN A. McCOY, FILED
JULY 7, 2020, DSCO
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CS 20636-
STATUTORY
WARRANTY DEED
2009-08167
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156
(322.16')R9
322.17'
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR.'
❑
FOUND 5/8" IRON ROD W/YPC
INSCRIBED "HWA"; PER R8; HELD
0C
UNLESS NOTED OTHERWISE
Q
FOUND 5/8" IRON ROD W/YPC
INSCRIBED 'W&H PACIFIC% PER
I�
R9; HELD UNLESS NOTED
OTHERWISE
Q
DENOTES FOUND MONUMENT AS
NOTED; HELD UNLESS NOTED
OTHERWISE
❑
FOUND 5/8' IRON ROD W/YPC
A INSCRIBED 'HWA'; PER R11; HELD
QQ FOUND 5/8" IRON ROD W/YPC
INSCRIBED 'LS2527'; PER R12;
HELD
jNB FOUND 5/8" IRON ROD W/YPC
INSCRIBED 'W&H PACIFIC", UNLESS
NOTED OTHERWISE; PER R13;
HELD UNLESS NOTED OTHERWISE
"I #YREY GLEN HOMES/TES PHASE SEkFN"
155 150 15J 152 148
(179.17')R9 (130.22')R9 (129.67')R9 (145.49')R9 (116.23')R9
179.19' 130.24' 129.69' 145.48' 116.16'
S0012'05" W 1321.02'
(S00'09'04"W 1321.437')R3 BEARS S89.4755'E 0.21'
(SO0044'37"W 1321.06')R9
FOUND 5/8" IRON ROD W/YPC
INSCRIBED "SCE&S'; PER R14;
HELD UNLESS NOTED OTHERWISE
FOUND 5/8' IRON ROD W/YPC
INSCRIBED "LS2527'; PER R15;
HELD
FOUND 5/8' IRON ROD W/YPC
INSCRIBED "D.E.A INC"; PER R16;
HELD
FOUND 5/8' IRON ROD W/YPC
INSCRIBED 'SCE&S'; PER R17;
HELD UNLESS NOTED OTHERWISE
0 FOUND 5/8' IRON ROD WITH
1-1/2" ALUMINUM CAP INSCRIBED
"N45W 10S REF MON", UNLESS
NOTED OTHERWISE; PER R18;
HELD UNLESS NOTED OTHERWISE
0 FOUND 5/8" IRON ROD WITH YPC
D INSCRIBED 'N45W', UNLESS NOTED
OTHERWISE, PER R18; HELD
W/YPC WITH A YELLOW PLASTIC CAP
IP IRON PIPE
IR IRON ROD
CS DESCHUTES COUNTY SURVEY
NUMBER
ROW RIGHT-OF-WAY
COCS CENTRAL OREGON COORDINATE SYSTEM
ORDC OFFICIAL RECORDS DESCHUTES COUNTY
DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
(C) CALCULATED BEARING OF INTERIOR
LOT LINE PER R18 RECORD PLAT
DATA, WEST END OF LOT LINE NOT
TIED, DISTANCE MEASURED ALONG
CALCULATED LINE
STATUTORY WARRANTY DEED
INSTRUMENT NUMBER 2020-71069
(PARCEL 1)
(awr/¢ OF 7Hf -NO r/¢ OF 270nav 25)
TOTAL AREA = 73.529 ACRES f
(PARCEL 1 + PARCEL 2)
F
SCALE: 1"=100 FEET
1!!!%?%iii
100 0 20 50 100
NW REGENCY '
STREET 30' 40'
147 106 mRFCORD OF SURVFY
^I
(154.71')R9 (II3.41')R9 0 00 0 0
154.70' 113.39' M A LOCATED I N THE NORTHWEST 1/4 OF SECTION 259
BENT, TIED SPIN HOLE TOWNSHIP 17 SOUTH, RANGE 11 EAST,
C
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cn
REFERENCES
( )R1 RECORD INFORMATION PER DESCHUTES COUNTY DEPARTMENT OF
PUBLIC WORKS HIGHWAY DIVISION SURVEY OF SHEVLIN PARK
ROAD, DATED DECEMBER 1976
( )R2 RECORD INFORMATION PER CS02173, BY GEORGE J. COOK, DATED
SEPTEMBER 30, 1974, DCSO
( )R3 RECORD INFORMATION PER CSO4901, BY JAMES E. BUSSARD,
DATED SEPTEMBER 7, 1972, DCSO
( )R4 RECORD INFORMATION PER-VALHALLA HEIGHTS PHASE IV", BY
GEORGE J. COOK, RECORDED MARCH 31, 1983, PLAT CABINET C,
PAGE 102, ORDC, AND FILED AS CS10283, DCSO
( )R5 RECORD INFORMATION PER-VALHALLA HEIGHTS, PHASE V', BY
LYNN J. BRUNO, RECORDED DECEMBER 13, 1993, PLAT CABINET
D, PAGE 29, ORDC, AND FILED AS CS11700, DCSO
( )R6 RECORD INFORMATION PER -VALHALLA HEIGHTS, PHASE VI', BY
LYNN J. BRUNO, RECORDED OCTOBER 19, 1995, PLAT CABINET D,
PAGE 164, ORDC, AND FILED AS CS12358, DCSO
( )R7 RECORD INFORMATION PER PARTITION PLAT NUMBER 1998-15,
BY JAMES R. TYE, RECORDED MARCH 12, 1998, PARTITION PLAT
CABINET 1, PAGE 650, ORDC, AND FILED AS CS13220, DCSO
( )R8 RECORD INFORMATION PER "AWBREY RIDGE, PHASE I% BY DAVID
R. WILLIAMS, RECORDED DUNE 22, 1999, PLAT CABINET E, PAGE
250, ORDC, AND FILED AS CS13692, DCSO
( )R9 RECORD INFORMATION PER "AWBREY GLEN HOMESITES, PHASE
SEVEN', BY BRIAN W. REEVES, RECORDED JUNE 30, 1999, PLAT
CABINET E, PAGE 256, ORDC, AND FILED AS CS13701, DCSO
( )R10 RECORD INFORMATION PER CS13770, BY DAVID R. WILLIAMS,'
FILED SEPTEMBER 13, 1999, DSCO
( )R11 RECORD INFORMATION PER "AWBREY RIDGE, PHASE II', BY DAVID
R. WILLIAMS, RECORDED JUNE 4, 2001, PLAT CABINET E, PAGE
631, ORDC, AND FILED AS CS14515, DCSO
( )R12 RECORD INFORMA11ON PER "WESTSIDE MEADOWS BY JERRY D.
STICHLER, RECORDED OCTOBER 10, 2001, PLAT CABINET E, PAGE
720, ORDC, AND FILED AS CS14650, DCSO
( )R13 RECORD INFORMATION PER -VALHALLA HEIGHTS, PHASE VII', BY
BRAIN W. REEVES, RECORDED OCTOBER 11, 2001, PLAT CABINET
E, PAGE 723, ORDC, AND FILED AS CS14653, DCSO
( )R14 RECORD INFORMATION PER "AWBREY COURT', BY MICHAEL W.
TYE, RECORDED AUGUST 20, 2002, PLAT CABINET F, PAGE 240,
ORDC, AND FILED AS CS15074, DCSO
( )R15 RECORD INFORMATION PER 'WESTSIDE MEADOWS II', BY JERRY D.
STICHLER, RECORDED OCTOBER 17, 2003, PLAT CABINET G, PAGE
82, ORDC, AND FILED AS CS15585, DCSO
( )R16 RECORD INFORMATION PER 'RENAISSANCE AT SHEVLIN PARK', BY
JERRY C. POWELL, RECORDED APRIL, 18, 2007, PLAT CABINET H,
PAGE 296, ORDC, AND FILED AS CS17291, DCSO
( )R17 RECORD INFORMATION PER "SHEVLIN COURT", BY KEVIN JAMES
BLAKLEY, RECORDED OCTOBER 13, 2014, PLAT CABINET H, PAGE
1196, ORDC, AND FILED AS CS18773, DCSO
( )R18 RECORD INFORMATION PER 'SHEVLIN ESTATES', BY KEITH S.
DAGOSTINO, RECORDED APRIL 29, 2016, PLAT CABINET I, PAGE
183, ORDC, AND FILED AS CS19088, DCSO
( )R19 RECORD INFORMATION PER CS20256, BY JOHN A. McCOY, FILED
JULY 7, 2020, DSCO
US3
cn BASIS OF BEARINGS - COCS
FOUND 5/8' IR W/YPC INSCRIBED 'CWEC' rq
(N00.07'13"E)R18
30.23'
UNKNOWN ORIGIN, HELD BY SURROUNDING (NO0'O7'12"E)R16,R19 (30.23')R18
PLATS AND THIS SURVEY (N00'06'18'E 1322.95')R2,R3
N 00'07`10"E 1323.03'
uj uj Lo ND:m
WILLAMETTE MERIDIAN
Z�x
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I CITY OF BEND AND DESCHUTES COUNTY, OREGON
N\�
SEPTEMBER 14, 2021
r N
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I SURVEYOR'S NARRAWE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARY OF THE LAND DESCRIBED AS PARCEL 1 AND PARCEL 2 PER
THAT STATUTORY WARRANTY DEED RECORDED ON DECEMBER 29, 2020, AS INSTRUMENT NUMBER 2020-71069, OFFICIAL RECORDS OF
DESCHUTES COUNTY, FOR A FUTURE SUBDIVISION.
BEARINGS ARE BASED OF THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED BY THE OREGON REAL-TIME GNSS NETWORK
(ORGN), DESCHUTES 13 TRANSFORMATION. THE WEST LINE OF THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF
SECTION 25 BEARS NORTH 00.07'10' EAST.
THE WEST LINE OF PARCEL 2 OF SAID INSTRUMENT NUMBER 2020-71069, BEING A PORTION THE WEST LINE OF SOUTHWEST
I ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 25 AND COMMON WITH THE EAST BOUNDARY LINE OF "SHEVLIN ESTATES'
(R18) WAS ESTABLISHED BY HOLDING THE MONUMENTED PLAT LINE AND THE MONUMENTED NORTH ONE -SIXTEENTH CORNER TO SECTIONS
25 AND 26, PER CS02173 (R2).
I
THE WEST LINE OF PARCEL 1 OF SAID INSTRUMENT NUMBER 2020-71069 BEING N THE NORTHWEST ONE -QUARTER F
THE WEST LI E OF0
THE NORTHWEST ONE -QUARTER OF SECTION 25 AND COMMON WITH THE EAST BOUNDARY LINES OF "SHEVLIN ESTATES' (R18) AND
I "RENAISSANCE AT SHEVLIN PARK" (R16) WAS ESTABLISHED BY HOLDING THE MONUMENTED NORTHWEST CORNER OF SECTION 25 PER
OCRR 1140 AND THE MONUMENTED NORTH ONE -SIXTEENTH CORNER TO SECTIONS 25 AND 26 PER CS02173 (R2). FOUND
IMONUMENTATION OF SAID PLATS AGREE WITH THIS LINE.
THE NORTH LINE OF SAID PARCEL 1, BEING THE NORTH LINE OF THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF
SECTION 25 WAS ESTABLISHED BY HOLDING THE MONUMENTED NORTHWEST CORNER OF SECTION 25 PER OCRR 1140, AND THE
MONUMENTED WEST ONE -SIXTEENTH CORNER OF SECTIONS 24 AND 25, AS ACCEPTED AND HELD PER "AWBREY GLEN HOMESITES, PHASE
7" (R9). ORIGIN OF THE 5/8 INCH IRON ROD AT SAID WEST ONE -SIXTEENTH CORNER IS UNKNOWN, CORNER WAS MONUMENTED WITH A
IRON PIPE PER CSO4901 (R3). THE POSITION OF THE FOUND IRON ROD AGREES WITH THE GENERAL LOCUS OF THE CORNER POSITION
PER RECORD DISTANCES TO ADJACENT CORNERS. SAID IRON ROD WAS ACCEPTED AS THE ONE -SIXTEENTH CORNER.
THE EAST LINE OF SAID PARCEL 1, BEING THE EAST LINE OF THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF
SECTION 25, AND COMMON WITH THE WEST BOUNDARY LINE OF "AWBREY GLEN HOMESITES, PHASE SEVEN", WAS ESTABLISHED BY
HOLDING THE SAID PREVIOUSLY DESCRIBED MONUMENTED WEST ONE -SIXTEENTH CORNER OF SECTIONS 24 AND 25, AND BY HOLDING THE
MONUMENTED NORTHWEST ONE -SIXTEENTH CORNER OF SECTION 25 PER "VALHALLA HEIGHTS PHASE IV" (R4). FOUND PLAT MONUMENTS
PER 'AWBREY GLEN HOMESITES, PHASE SEVEN" AGREE WITH THIS LINE.
THE EAST LINE OF SAID PARCEL 2, BEING THE EAST LINE OF THE SOUTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF
SECTION 25, AND COMMON WITH THE WEST BOUNDARY LINES OF 'AWBREY RIDGE, PHASE II' (R11), "AWBREY RIDGE, PHASE I" (R8), AND
*VALHALLA HEIGHTS, PHASE VII" (R13), WAS ESTABLISHED BY HOLDING THE MONUMENTED NORTHWEST ONE -SIXTEENTH CORNER OF
SECTION 25 PER "VALHALLA HEIGHTS PHASE IV" (R4) AND BY HOLDING THE MONUMENTED CENTERWEST ONE -SIXTEENTH CORNER OF
SECTION 25 PER "VALHALLA HEIGHTS PHASE IV" (R4). FOUND PLAT MONUMENTS PER SAID PLATS COMMON TO THE LINE AGREE WITH
THIS LINE.
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THE CENTERLINE OF SHEVLIN PARK ROAD WAS ESTABLISHED BY HOLDING FOUND MONUMENTATIN PER ADJOINING PLATS ALONG THE
ORIGINAL 30-FOOT RIGHT-OF-WAY LINES AND DEDICATED RIGHT-OF-WAY LINES. THE 30-FOOT RIGHT-OF-WAY LINES WERE ORIGINALLY
MONUMENTED PER THE DESCHUTES COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY DIVISION SURVEY OF SHEVLIN PARK ROAD, DATED
I DECEMBER 1976 (R1). DUE TO ROAD IMPROVEMENTS OVER TIME, THESE ORIGINAL MONUMENTS, WITHIN THIS SURVEY AREA, WERE
DESTROYED BY CONSTRUCTION. THE SURROUNDING SURVEYS AND PLATS, WITHIN THIS SURVEY AREA, MORE SPECIFICALLY CS13770 (R10),
'WESTSIDE MEADOWS" (R12), 'WESTSIDE MEADOWS" (R15), "SHEVLIN COURT' (R17), AND "SHEVLIN ESTATES" (R18) TIED THESE ORIGINAL
MONUMENTS AND SET NEW MONUMENTATION AT THE TIED POSITIONS AFTER CONSTRUCTION, AND/OR PERPETUATED DESTROYED
MONUMENT POSITIONS WITH FOUND MONUMENTATION ALONG THE ADJACENT RIGHT-OF-WAY LINE. RECORD CURVE RADIUS WAS HELD
FROM SAID DESCHUTES COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY DIVISION SURVEY OF SHEVLIN PARK ROAD (R1). IT WAS NOT
POSSIBLE TO PRESERVE TANGENT CURVES WHILE HOLDING THE PERPETUATED POSITIONS OF THE ORIGINAL MONUMENTS.
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69.57' N20'37'11"W 69.56'
71.20' N2515'10"W 71.16'
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LOCATED IN THE NORTHWEST 1/4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST,
WILLAM TTE MERIDIAN,
CITY OF BEND AND DESCHUTES COUNTY, OREGON
SEPTEMBER 14, 2021
OCCUPATION AND EASEMENT MAP
NORTH
EASEMENT NOTES:
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A PROVIDED PRELIMINARY TITLE REPORT, PREPARED BY
AMERITITLE, FILE NUMBER 411063AM, REPORT NUMBER 1, DATED OCTOBER 15, 2020. ONLY MAPPABLE EASEMENTS
LISTED IN SAID TITLE REPORT ARE SHOWN ON THIS SURVEY, UNMAPPABLE EASEMENTS ARE LISTED BELOW.
EASEMENTS NOT LISTED ON SAID TITLE REPORT OR EASEMENTS THAT HAVE BEEN CREATED AFTER SAID DATED
1111E REPORT ARE NOT MAPPED OR NOTED ON THIS SURVEY. OFFSITE PLATTED EASEMENTS THAT ADJOIN SUBJECT
PROPERTY BOUNDARY ARE SHOWN PER THEIR RESPECTIVE PLATS.
VOLUME 139, PAGE 228, RECORDED MAY 20, 1964 (NOT MAPPED). A NON-EXCLUSIVE EASEMENT AND
RIGHT-OF-WAY FOR ROAD PURPOSES. (THE LOCATION OF THE EASEMENTS DESCRIBED IN THIS DEED APPEAR NOT
TO BE ASSOCIATED WITH THE EXISTING NORTH -SOUTH ROADWAY ACROSS THAT SUBJECT PROPERTY. THIS DEED
BENEFITED THE NORTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 17 SOUTH
RANGE 12 EAST).
VOLUME 226, PAGE 308, RECORDED JANUARY 2, 1991 (EASEMENT NOT MAPPED). RIGHT-OF-WAY EASEMENT
GRANTED TO PACIFICORP, A CORPORATION, DBA PACIFIC POWER AND LIGHT COMPANY, ITS SUCCESSORS AND
ASSIGNS, AN EASEMENT AND RIGHT-OF-WAY, 10 FEET IN WIDTH, FOR AN UNDERGROUND ELECTRIC DISTRIBUTION
LINE OF ONE OR MORE CONDUCTORS AND ALL NECESSARY OR DESIRABLE APPURTENANCES (INCLUDING BUT NOT
LIMITED TO THE RIGHT TO INSTALL CONDUITS, SURFACE OR SUBSURFACE MOUNTED TRANSFORMERS, SURFACE
M MOUNTED CONNECTION BOXES AND METER CABINETS). (THE DEED CONTAINS NO DESCRIPTION OF THE CENTERLINE.
EXHIBIT "A" OF SAID DEED CONTAINS A HAND SKETCH NOT TO SCALE OF THE 10 FOOT WIDE EASEMENT
W ORIGINATING FROM POLE NUMBER 252700 AND CROSSING A PORTION OF SOUTHEAST CORNER OF PARCEL 1 AND A
W NORTHERLY PORTION PARCEL 2 OF THE SUBJECT PROPERTY TERMINATING WEST OF THE ACCESS ROAD. THE
REFERENCED POLE IS MAPPED ON THIS SURVEY ON SHEET 4. THE GENERAL LOCATION OF THE UNDERGROUND
cn POWER PER UTILITY LOCATES, AND AN ELECTRICAL TRANSFORMER ARE MAPPED ON SHEET 3 AND SHEET 4 OF THIS
W SURVEY).
THE PROVIDED TITLE REPORT DOES NOT LIST AN EXCEPTION (EASEMENT) FOR THE EXISTING POWER LINES AND
POLES ALONG AND NEAR THE EAST LINE OF PARCEL 1 AND PARCEL 2 OF THE SUBJECT PROPERTY AS MAPPED ON
SHEET 3 AND SHEET 4. "AWBREY GLEN HOMESITES, PHASE SEVEN" DID PLAT A 10 FOOT PACIFIC POWER EASEMENT
ALONG THE WEST 10 FEET OF THE PLAT BOUNDARY LINE, SAID EASEMENT IS MAPPED ON SHEET 4.
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C14
1820.00'
1011'19"
323.64'
N0773'28"E 323.21'
C15
1200.00'
9'25'43"
197.47'
N1711'59"E 197.25'
DESCHUTES COUNTY SURVEYOR
FILED tol 6 12a?t 8Y-
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
PO BOX 1935
HOOD RIVER, OR 97031
SHEET 4 OF 4
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JACOB D. POWELL
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