HomeMy WebLinkAboutSurvey 20798RECORD OF SURVEY -
LOCATED IN THE SOUTHWEST -1/4 OF SECTION 12 AND THE NORTHWEST 1/4
OF SECTION 13, TOWNSHIP 18 SOUTH, RANGE it EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY. OREGON
FOUND 3/4" IR, BENT, TIED POINT OF
ENTRY, BEARS N1916'50"E 0.20', CS17984
PREPARED FOR (R17) NOTED FORMER CAP INSCRIBED
LBV, LLC "OSHD� RP 30.00' PT 131+14.6", NOT HELD
20364 STRAWLINE RD 16.60 (16.40 )R17
BEND, OR 97702 BENT, TIED SPIN HOLE (HELD FOR ROW)
APRIL 19,2022 •��2051 �1Mw 55p3%R�O
CENTURY DRIVE ROW NOTE.• 2pa1�� . 6p,}R11 �55 p5i 4913 f
THE CURRENT TAX MAP DOES NOT SHOW THE NORTHERLY LINE OF THE PROPERTY DESCRIBED AS VOLUME ' 40 1520 - �� 11
37, PAGE 904 AS BEING 80' SOUTHERLY OF THE CENTERLINE OF CENTURY DRIVE AS DESCRIBED IN THE R15 lN1° 41 15ti° 21 - / 5a1 �1'iR11, R15 l49 69jR20
T
DEED. THE TAX MAP SHOWS THE TAX LOT EXTENDING NORTHERLY TO THE SOUTHERLY RIGHT-OF-WAY a1R13, �/ .43THA10E 4g15� .w 4g•
AYTWAS HAVE REDTAINDDFEERTITLE TOMENT THE STRIPER 2020-02023. IT APPEARS THAT THE STATE OF LAND BETWEEN THE ORGIAL RIHTOFWAYF LIINE TNTHE NORTHERLY LINE OF THE PROPERTY DESCRIBED PER VOLUME 37, PAGE 904. LANDS WERE ORIGINALLY 6g' 0104�o - / 10'431p"E 5�I'�N��'GRANTED TO THE STATE OF OREGON PER WARRANTY DEED VOLUME 138, PAGE 800, RECORDED APRIL 02, 2p81 N ppJv j0 1964, DESCHUTES COUNTY DEED RECORDS. LATER THE STATE GRANTED SOME OF THE ACQUIRED LANDS .4310E LxNEB�R4310 ' w S�R211
10 RBACK TO PRIVATE OVIMERSHIP, PER VOLUME 173, PAGE 795, RECORDED JANUARY 11, 1971 AND PERN25 \NS�va1�,Cal6 fib;SOUTHERLYVOLUME ANDGPARA3LLELEWITH THE CENTERCORDED AUGUST 5LINE70F1. SCENTURYAID DDRIVE. G SOUTH OF A LINE 80 . 6366�R - �� 4.�6 � N ,1p°E 5 .92 `50 63�
p6 E' 5 w N10 43 '
" " N11'22 �6 `C. � �� � 61R11 � 10 � OEE� 53124 ��
FOUND 5/8 IR WITH 1-1/2 ALUMINUM -�6 et� i 1'Z� „\$ 54� , R25 6 qr� ppN 16�0 .5�1 ,
CAP, ILLEGIBLE, CS17984 (R17) NOTED �. - ,N 6�.�4 5�1�4 15.w 44g4i �1 CORRNUMBER 20 6��E 1Q4�10
FOUND 2" BRASS CAP IN IN MOUND OF CAP INSCRIBED "OSHD RP POT - `Spp'S5 S�vMok, N6� 6���
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SHEET INDEX
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SHEET 1 - SURVEY (NORTHERLY), CURVE TABLE
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SHEET 2 - SURVEY (SOUTHERLY), REFERENCES
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SHEET 3 - EASEMENTS AND OCCUPATION MAP, NARRATIVE
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BASIS OF BEARINGS - COCS
M Z��R11 IN°° i' x�� '�y4�'� r� 631.
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COP VOLUME 37, PAGE 904
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BARGAIN AND SALE DEED
VOLUME 37, PAGE 898
RECORDED DECEMBER 22, 1983
FOUND 2" BRASS CAP IN CONCRETE
FENCE FOOTING, STAMPED AS SHOWN,
UNKNOWN ORIGIN, ACCEPTED BY
SURROUNDING SURVEYS
SEE SHEET 2
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BARGAIN AND SALE DEED
VOLUME 199, PAGE 2808
RECORDED JANUARY 2, 1990
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(N8914'42"E 29.13')R23
(WEST 517.90')R27 S20040'45"E 78.08'
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S89032'OVW 520.00'
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35'
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25'
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Q Q
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(N76'54'49"E 1.50')R19
N76'54'49"E 1.50'
N76'54'49"E 30.00'
258.81' (259.00')R10 261.19' (261.26')R10
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0
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,�o PARCEL 1 PARCEL 2 (S2011'35"E 48.26')R10
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PAR T/TION PLAT 2003-78 FOUND 5/8" IR W/YPC INSCRIBED -
I "REEVES LS26770, PER R21
PARCEL 1
PART/T/0N PLAT 2004-45
; o (N76'54'49"E 30.00')R18,R19
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Caps
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SHEET 1 OF 3
W/YPC WITH A YELLOW PLASTIC CAP
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
CALC CALCULATED
CURVE TABLE
CURVE
RADIUS
CENTRAL
ANGLE
LENGTH
CHORD
C1
525.00'
10*3424'
96.88'
S10'47'33"W 96.75'
R24
(525.00')
-
(96.89')
(S10'47'34"W 96.75')
C2
465.00'
10'48'58"
87.78'
S10'54'50"W 87.65'
C3
465.00'
3'2525"
27.79'
S0713'03'W 27.78'
R24
(465.00')
-
(27.79')
(S0713'05"W 27.79')
C4
465.00'
702333"
59.99'
S12'37'33"W 59.95'
R23
(465.00')
-
(59.99')
(S12'37'34"W 59.95')
C5
245.00'
18'39'02"
79.75'
S06'59'48"W 79.40'
R23
(245.00')
-
(79.75)
(S06'59'48"W 79.40')
I\I
SCALE: 1 "= 80 FEET
80 0 16 40 80
JOB NAME: LBV WEST
JOB NUMBER: 6532-04
DRAWN BY: JDP
CHECKED BY: JAC
o q 12-V /ZVzz'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS—ENG.COM
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY' PLANNING' LANDSCAPE ARCHITECTURE
�tl
(: S 207.98
CHUTES COUNTY SURVE""VC2
RLE1o� Zl Z ya
NO.: 6532-04ROS
RECORD OF SURVEY
LOCATED IN THE SOUTHWEST 1/4 OF SECTION 12 AND THE NORTHWEST 1/4
OF SECTION 13, TOWNSHIP 18 SOUTH, RANGE ii EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 19, 2022
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/ STONE, PER CS03380, SEE SHEET 1 FOR
STAMPING
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BARGAIN AND SALE DEED
VOLUME 37, PAGE 898
RECORDED DECEMBER 22, 1983
FOUND 5/8" IR, PER R14,
BENT, TIED SPIN HOLE
FOUND 5/8" IR W/YPC
INSCRIBED IS 1642", PER R4
659a�1 R1�tia
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PART/T/ON PLA T
2004-45
PARCE >
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FOUND 2" BRASS CAP IN CONCRETE
FENCE FOOTING, UNKNOWN ORIGIN,
ACCEPTED BY SURROUNDING SURVEYS,
SEE SHEET 1 FOR STAMPING
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1�• DEED 2016-21153
96 IA qP
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PARCELS 1 AND 2 OF
PARTITION PLAT
2003-64 EXCEPT FOR
STATUTORY WARRANTY
DEED 2005-43234
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SCALE: 1 "= 80 FEET
80 0 16 40 80
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
■ SET 5/8" IRON ROD WITH 2" ALUMINUM CAP
INSCRIBED "AKS ENGR."
0 FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP
INSCRIBED "AKS ENGR."; PER R18; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R18, HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R19; HELD
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R17; HELD
❑❑ FOUND 5/8" IRON ROD W/RPC INSCRIBED "KARL
PLS"; PER R10; HELD
J� FOUND 5/8" IRON ROD W/YPC INSCRIBED "W&H
PACIFIC"; PER R13; HELD
0 FOUND 1/2" IRON ROD W/YPC; PER R1; HELD
UNLESS NOTED OTHERWISE
0 DENOTES FOUND MONUMENT AS NOTED; HELD
IP IRON PIPE
IR IRON ROD
W/RPC WITH A RED PLASTIC CAP
W/YPC WITH A YELLOW PLASTIC CAP
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
CALC CALCULATED
REFERENCES
( )R1 RECORD INFORMATION PER CS03380, BY NORMAN A. NEWTON, DATED JULY 8, 1970, DCSO
( )R2 RECORD INFORMATION PER CS03385, BY ROBERT M. KARL, FILED FEBRUARY 25, 1981, DCSO.
( )R3 RECORD INFORMATION PER MINOR LAND PARTITION MP-78-207, BY ROBERT M. KARL, DATED
AUGUST 4, 1978, FILED AS CS03387, DCSO.
( )R4 RECORD INFORMATION PER CS03391, BY ROBERT M. KARL, FILED MAY 21, 1991, DCSO
( )R5 RECORD INFORMATION PER CS03394, BY WIWAM W. HUDSON, DATED AUGUST 1961, DCSO
( )R6 RECORD INFORMATION PER CS03397, BY MICHAEL J. TYE, DATED SEPTEMBER 28, 1976, DCSO
( )R7 RECORD INFORMATION PER CSO4930, BY GEORGE W. COLVIN, JR., DATED MARCH 1, 1978, DSCO
( )R8 RECORD INFORMATION PER PARTITION PLAT NO. 2002-77, BY ROBERT M. KARL, RECORDED
NOVEMBER 12, 2002, PARTITION PLAT CABINET 2, PAGE 349, ORDC, AND FILED AS CS15161, DSCO
( )R9 RECORD INFORMATION PER PARTITION PLAT NO. 2003-64, BY ROBERT M. KARL, RECORDED
SEPTEMBER 25, 2003, PARTITION PLAT CABINET 2, PAGE 248, ORDC, AND FILED AS CS15549, DSCO
( )R10 RECORD INFORMATION PER PARTITION PLAT NO. 2003-78, BY ROBERT M. KARL, RECORDED
DECEMBER 11, 2003, PARTITION PLAT CABINET 2, PAGE 498, ORDC, AND FILED AS CS15663, DSCO
( )R11 RECORD INFORMATION PER CS15823, BY ROBERT M. KARL, FILED MARCH 29, 2004, DCSO
( )R12 RECORD INFORMATION PER PARTITION PLAT NO. 2004-45, BY MICHAEL W. TYE, RECORDED MAY 25,
2004, PARTITION PLAT CABINET 2, PAGE 575, ORDC, AND FILED AS CS 15897, DSCO
{ )R13 RECORD INFORMATION PER "HIGHLANDS AT BROKEN TOP, PHASE 2", BY MICHAEL A. COONEY,
RECORDED JULY 23, 2004, PLAT CABINET G, PAGE 365, ORDC, AND FILED AS CS15983, DCSO
{ )R14 RECORD INFORMATION PER CS16596, BY ROBERT M. KARL, FILED SEPTEMBER 28, 2005, DCSO
( )R15 RECORD INFORMATION PER PARTITION PLAT NO. 2006-23, BY KEITH S. DAGOSTINO, RECORDED MAY
02, 2006, PARTITION PLAT CABINET 3, PAGE 259, ORDC, AND FILED AS CS16877, DCSO
( )R16 RECORD INFORMATION PER "TETHEROW PHASE 1", BY DANIEL E. WOBBE, RECORDED SEPTEMBER 24,
2007, PLAT CABINET H, PAGE 470, ORDC, AND FILED AS CS17513, DCSO
{ )R17 RECORD INFORMATION PER CS17984, BY PETER A. MANLEY, FILED MAY 19, 2009, DCSO
( )R18 RECORD INFORMATION PER "LODGES AT BACHELOR VIEW, PHASE 1 ", BY JOHN A. McCOY, RECORDED
MAY 18, 2018, PLAT CABINET I, PAGE 539, ORDC, AND FILED AS CS 19647, DCSO
( )R19 RECORD INFORMATION PER "LODGES AT BACHELOR VIEW, PHASE 2% BY JACOB D. POWELL,
RECORDED AUGUST 07, 2019, PLAT CABINET I, PAGE 765, ORDC, AND FILED AS CS19980, DCSO
( )R20 RECORD INFORMATION PER CS20053, BY MATTHEW J. FAULKNER, FILED NOVEMBER 12, 2019, DCSO
{ )R21 RECORD INFORMATION PER CS20597, BY BRIAN W. REEVES, FILED AUGUST 27, 2021, DCSO
{ )R22 RECORD INFORMATION PER DEED OF DEDICATION, INSTRUMENT NUMBER 2009-51242, RECORDED
DECEMBER 04, 2004, ORDC
( )R23 RECORD INFORMATION PER DEDICATION DEED, INSTRUMENT NUMBER 2017-41603, RECORDED
OCTOBER 17, 2017, ORDC
( )R24 RECORD INFORMATION PER DEDICATION DEED, INSTRUMENT NUMBER 2017-41604, RECORDED
OCTOBER 17, 2017, ORDC
( )R25 RECORD INFORMATION PER STATUTORY WARRANTY DEED, INSTRUMENT NUMBER 2016-053127,
RECORDED DECEMBER 22, 2016, ORDC
( )R26 RECORD INFORMATION PER STATUTORY WARRANTY DEED, INSTRUMENT NUMBER 2016-053128,
RECORDED DECEMBER 22, 2016, ORDC
( )R27 RECORD INFORMATION PER BARGAIN AND SALE DEED, VOLUME 199, PAGE 2808, RECORDED JANUARY
02, 1990, ORDC
( )R28 RECORD INFORMATION PER BARGAIN AND SALE DEED, VOLUME 37, PAGE 898, RECORDED DECEMBER
22, 1983, ORDC
SECTION BREAKDOWN DIAGRAM
1 "=1000'
TIED THIS SURVEY SEE SHEET 1
BASIS OF BEARINGS -COCS
(S89V'10"E 2648.48')R19
S89'48'10"E 2648.48'
662.12'„ 662.12' 1324.24'
M M M
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660.77' N 660.77'
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PREPARED FOR
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656.74' 1313.47'
2626.95'
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S8979'34"W 5278.23' MEAS
(S89'29'34"W 5278.23')CS13976
,,-CALCULATED POSITION
PER CS13976
(S89'53'31"W 2661.84')CS13976
S89'53'31"W 2661.84' CALC
I /Z 01Z 0 2-
REGISTERED
PROFESSIONAL
LAND SURVEYOR
,90,e.P
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS.-12/31/2022
TIED POSITION PER
"LODGES AT BACHELOR
VIEW, PHASE 2" (R19)
c)
,
Sl
CR1
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1977
19
04
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TIED THIS SURVEY, FOUND
b
2-1/2" BRASS CAP,
V)
STAMPED AS SHOWN
2651.28'
COMPUTED CENTER 1/4
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CALCULATED POSITION
PER CS13976
l (S89'53'25"W 2661.87')CS13976
S89'5325"W 2661.87' CALC
JOB NAME: LBV WEST
JOB NUMBER: 6532-02
DRAWN BY: JDP
CHECKED BY: JAC
DRAWING NO.: 6532-04ROS
AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, S1E 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
Eid
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DESCHUTES TES COUNTY SURVEYOR
FILM.04 7� Z24 22- BY: cgtv��4
RECORD OF SURVEY
LOCATED IN THE SOUTHWEST 1/4 OF SECTION 12 AND THE NORTHWEST 1/4 PREPARED FOR
OF SECTION 13, TOWNSHIP 18 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN 20364
aE„p. oq s„o,
CITY OF BEND, DESCHUTES COUNTY, OREGON
APRIL 19, 2022
1.1
SCALE: 1 "= 80 FEET
�m 6?%ii�
EASEMENT AND OCCUPATION MAP
ACCESS EASEMENT PER VOLUME
245, PAGE 523, RECORDED
FEBRUARY 14, 1977.
20' WIDE TRAIL EASEMENT
PER INSTRUMENT NUMBER
2019-33642
80 0 16 40 80 /
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DEVELOPMENT REPORT LISTS 3 z
A REVERSIONARY OR
FORFEITURE CLAUSE
AFFECTING THIS PROPERTY,
/ SEE EASEMENT NOTE BELOW
/
10.00
BARGAIN AND SALE DEED
VOLUME 37, PAGE 904
RECORDED DECEMBER 22, 1983
10' WIDE POWER EASEMENT,
30' i
I
p146
NE PO�U�ER 20 f w
� o L�UMENZ NUM oo. � i
CORN MBER
�o
�-- - - - - - - - - - - - - - - - - -- ,
STATUTORY WARRANTY DEED
INSTRUMENT NUMBER
2016-053127
cpRlipUMgF� 25,
PORTION OF THE OLD BROOKS AND
SCANLON LOGGING ROAD
RIGHT-OF-WAY, PER VOLUME 44, PAGE
640. RECORDED DECEMBER 7, 1927
(ONLY FOR THE PORTION LOCATED IN
PER VOLUME 161, PAGE 250. /
RECORDED OCTOBER 9, 1968.
CENTERED ON CONSTRUCTED
UTILITY LINE (POLE TO POLE) /
// I
CIO����Mgk.
BARGAIN AND SALE DEED
VOLUME 199, PAGE 2808
/ I RECORDED JANUARY 2, 1990
/ ( I CENTERLINE OF AS CONSTRUCTED OVERHEAD UTILITY LINE
(POLE TO POLE), UNSPECIFIED WIDTH POWER EASEMENT AS
CONSTRUCTED D LOC TED THE NW1 4 OF THE NWt 4
/ CENTERLINE OF OVERHEAD
UTILITY LINE, NO RECORD LISTED
ON TITLE REPORT
BARGAIN AND SALE DEED
VOLUME 37, PAGE 898
RECORDED DECEMBER 22, 1983
EASEMENT NOTE
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF DEVELOPMENT REPORT FILE NUMBER 495690AM,
REPORT NUMBER 1, DATED SEPTEMBER 29, 2021, PREPARED BY AMERITITLE. EASEMENTS SHOWN ON SAID
SUBJECT PROPERTY ARE PER SAID REPORT. EASEMENTS NOT LISTED ON SAID REPORT AND/OR CREATED
AFTER SAID REPORT DATE, MAY NOT BE SHOWN ON THIS SURVEY.
SAID DEVELOPMENT REPORT LISTS A REVERSIONARY OR FORFEITURE CLAUSE SET FORTH IN VOLUME 173,.
PAGE 795, RECORDED JANUARY 11, 1971, AFFECTING THE PROPERTY CURRENTLY DESCRIBED IN
STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2016-053128. THE STATE OF OREGON BY AND
THROUGH ITS STATE HIGHWAY COMMISSION CONVEYED THE LAND PER VOLUME 173, PAGE 795, TO BE
USED SOLELY FOR ROAD PURPOSES.
AN A , IN / /
LYING SOUTH OF THE LOGGING ROAD, PER VOLUME 163,
/ PAGE 474, RECORDED MARCH 10, 1969.
� I I
I
20' POWER ROW, PER VOLUME 247, PAGE 228, RECORDED
MARCH 22, 1977.
10.00'
15' INGRESS AND EGRESS
EASEMENT, PER VOLUME 135, PAGE
I ( 279, AND VOLUME 248, PAGE 494,
APRIL 11, 1927.
I
I I
IA4RCEZ 1 PARCEL 2
I I P.M17/0N PLAT 200J--79
DESCHUTES COUtTrY SL R '
o4L74�249_&_L-'
a
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARY OF THE PROPERTY DESCRIBED
IN BARGAIN AND SALE DEED VOLUME 199, PAGE 2808, CORRECTION DEED INSTRUMENT NUMBER
2016-053124, STATUTORY WARRANTY DEED 2016-053127, STATUTORY WARRANTY DEED 2016-053128,
CORRECTION DEED INSTRUMENT NUMBER 2018-38402, AND CORRECTION DEED. INSTRUMENT NUMBER
2018-38788, FOR A FUTURE SUBDIVISION.
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE
OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. BEARING OF THE NORTH
LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 13 IS SOUTH 89'48'10" EAST, AS PER "LODGES OF
BACHELOR VIEW, PHASE 1' AND "LODGES OF BACHELOR VIEW, PHASE 2".
THE CENTERLINE OF BACHELOR VIEW ROAD WAS ESTABLISHED BY HOLDING THE PLATTED CENTERLINE PER
"LODGES OF BACHELOR VIEW, PHASE 1" AND "LODGES OF BACHELOR VIEW, PHASE 20. THE WESTERLY
RIGHT-OF-WAY OF SAID ROAD WAS ESTABLISHED BY HOLDING RECORD DISTANCES FROM CENTERLINE PER
DEDICATION DEED INSTRUMENT NUMBERS 2009-51242, 2017-41603, AND 2017-41604.
THE SOUTH LINE OF BARGAIN AND SALE DEED VOLUME 199, PAGE 2808, BEING COMMON WITH THE NORTH
LINE OF PARTIT10N PLAT NUMBER 2003-78 WAS ESTABLISHED BY HOLDING THE FOUND PLAT
MONUMENTATION ALONG THE PLATTED LINE.
THE WEST LINE OF BARGAIN AND SALE DEED VOLUME 199, PAGE 2808, WAS ESTABLISHED BY HOLDING
THE FOUND MONUMENTATION PER CS03380 (R1) AT THE SOUTHEAST CORNER AND NEAR THE NORTHEAST
CORNER OF BARGAIN AND SALE DEED 37, PAGE 898. SAID MONUMENTATION WERE HELD AS CONTROLLING
PER PARTITION PLAT NUMBER 2003-78, AND PARTITION PLAT NUMBER 2004-45.
THE SOUTHERLY LINE OF CORRECTION DEED 2018-38402 AND CORRECTION DEED 2018-38788 (PORTION
OF THIS LINE BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF THE OLD BROOKS AND SCANLON LOGGING
ROAD) WAS ESTABLISHED BY HOLDING THE RESOLUTION OF SAID LINE PER CS17984 (R17). THE
SOUTHWESTERLY CORNER OF CORRECTION DEED INSTRUMENT NUMBER 2018-38788 WAS PERPETUATED BY
HOLDING A RECORD DISTANCE OF 601.89 FEET SOUTHERLY ALONG THE SECTION LINE FROM THE
NORTHWEST CORNER OF SEC11ON 13. THIS RECORD DISTANCE OF 601.89 FEET WAS THE LAST REPORTED
DISTANCE PER CS03385 (R2), CS03387 (R3), AND CS03397 (R6) TO THE ORIGINAL MONUMENT SET PER
CS03380 (R1). CS17984 (R17) HELD THIS RECORD DISTANCE FOR ITS RESOLUTION. AT THE EASTERLY
END OF THIS LINE, HELD THE MONUMENT PER "LODGES OF BACHELOR VIEW, PHASE 1" LOCATED AT THE
CENTERLINE OF BACHELOR VIEW ROAD. SAID POSITION WAS ORIGINALLY MARKED BY A MONUMENT PER
CS17984 (R17) THAT WAS DESTROYED BY CONSTRUCTION. THE POSITION WAS PRESERVED AND
MONUMENTED BY THE PLAT OF "LODGES OF BACHELOR VIEW, PHASE 1".
THE NORTHERLY LINE OF SAID CORRECTION DEED 2018-38402 AND CORRECTION DEED 2018-38788, WAS
ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 100.00 FEET NORTHERLY OF THE SOUTHERLY LINE,
AS ESTABLISHED IN THE PREVIOUS PARAGRAPH. THIS OFFSET LINE AGREES WITH FOUND MONUMENTATION
PER CS17984 (R17) AND PER "LODGES OF BACHELOR VIEW, PHASE 1'.
THE WESTERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2016-053128 WAS
ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 60.00 FEET WESTERLY OF THE EAST LINE OF THE
NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF
SECTION 13. SECTION BREAKDOWN WAS BASED ON TIES FROM THIS SURVEY, PREVIOUS "LODGES OF
BACHELOR VIEW, PHASE 1' AND "LODGES OF BACHELOR VIEW, PHASE 2' PLATS, AND CALCULATED FROM
TIES PER CS13975, SEE SHEET 2 FOR DETAIL OF BREAKDOWN.
THE SOUTHERLY PORTION OF THE WESTERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER
2016-053127 WAS ESTABLISHED BY HOLDING THE EAST LINE OF THE NORTHWEST ONE -QUARTER OF THE
NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 13. THE NORTHERLY PORTION
OF SAID WESTERLY LINE WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 60 FEET WESTERLY
OF THE WESTERLY LINE OF LOT LINE ADJUSTMENT DEED INSTRUMENT NUMBER 2009-20146
(ESTABLISHMENT OF THIS LINE DESCRIBED IN NEXT PARAGRAPH).
THE EASTERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2016-053127, BEING COMMON
WITH THE WESTERLY LINE OF LOT LINE ADJUSTMENT DEED INSTRUMENT NUMBER 2009-20146, WAS
ESTABLISHED BY HOLDING THE FOUND MONUMENTAT10N PER CS17984 (R17).
THE NORTHERLY LINE OF CORRECTION DEED INSTRUMENT NUMBER 2016-053124, BEING COMMON WITH
THE SOUTHERLY LINE OF LOT LINE ADJUSTMENT DEED INSTRUMENT 2009-20146, WAS ESTABLISHED BY
HOLDING A LINE PARALLEL WITH AND 51.23 FEET SOUTHERLY (AS RESOLVED PER CS17984 (R17)) OF THE
SOUTHERLY RIGHT-OF-WAY LINE (30.00 FEET FROM CENTERLINE) OF CENTURY DRIVE. THE FOUND
MONUMENT PER CS17984 (1317) AT THE SOUTHWEST CORNER OF LOT LINE ADJUSTMENT DEED INSTRUMENT
2009-20146 AND THE MONUMENT PER "LODGES AT BACHELOR VIEW, PHASE 1' LOCATED AT THE
CENTERLINE OF BACHELOR VIEW ROAD AGREE WITH THIS RESOLUTION.
THE CENTERLINE OF CENTURY DRIVE WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30.00
FEET SOUTHERLY OF THE NORTHERLY RIGHT-OF-WAY LINE, ESTABLISHED BY HOLDING THE FOUND
MONUMENTS PER 'HIGHLANDS AT BROKEN TOP, PHASE 2" (R13), AND THE ILLEGIBLE OREGON STATE
HIGHWAY DEPARTMENT (OSHD) MONUMENT (RECORD STATION 146+51.6). THE ORIGINAL SOUTHERLY
RIGHT-OF-WAY LINE WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET SOUTHERLY
FROM CENTERLINE. THE FOUND MONUMENT PER CS17984 (R17) AT THE NORTHWESTERLY CORNER OF LOT
LINE ADJUSTMENT DEED INSTRUMENT NUMBER 2009-20146 AGREES WITH THIS LINE. DOCUMENTS
REGARDING ROAD ESTABLISHMENT PROVIDED BY DESCHUTES COUNTY AND OREGON DEPARTMENT OF
TRANSPORTATION, DID NOT SPECIFY A RIGHT-OF-WAY WIDTH. THIS SURVEY WILL HOLD A STATUTORY
60.00 FOOT RIGHT-OF-WAY WIDTH (30.00 FOOT HALF WIDTH). SURROUNDING SURVEYS AND PLATS ALSO
HELD A 60.00 FOOT RIGHT-OF-WAY WIDTH (30.00 FOOT HALF WIDTH). CS13742 AND CS17984 (R17)
FOUND AND RELIED UPON OSHD MONUMENTATION THAT WAS SET ON BOTH THE NORTHERLY
RIGHT-OF-WAY AND SOUTHERLY RIGHT-OF-WAY LINES 30.00 FEET FROM CENTERLINE.
SHEET 3 OF 3
JOB NAME: LBV WEST
JOB NUMBER: 6532-02
DRAWN BY: JDP
CHECKED BY: JAC
DRAWING NO.: 6532-04ROS
�q/ZOIZo2Z,
REGISTERED
PROFESSIONAL
LAND SURVEYOR
'9'40�p
p4vff
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
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}