HomeMy WebLinkAboutSurvey 2068322 23 SECTION CORNER
FOUND 3-1/4" ALC IN MONUMENT
WELL PER OCRR 928; STAMPED AS
�27 �26 SHOWN; HELD
C7RlCK
Ci
N NV PN`� rM
I
N 1 /16 CORNER
I SECTIONS 27/26
CALCULATED
POSITION; PER R12
LOT .37
1 —
LOT .38
C'4 \
CHAIN LINK FENCE CORNER
o 0 w
BEARS S86'38E 1.8'
W
CD
W
o S
WOOD FENCE ON LINE
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86.24' (86.18')R7,R9
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PREPAREDFOR
RECORD OF SURVEY VENTURE PROPERTIES
° 4230 SW GALEWOOD ST, SUITE 100
TRACT 'A' OF "OAKVIEWf \A",PHASETRACTS 'H' AND 'I'OF "OAKMEW,_LAKE OSWEGO, OR 97035
co
co
co"I PHASE \All , AND OTHER LANDS, LOCATED IN THE NORTHWEST 1/4 OF
NI�RANGE 12 EAST WILLAMETTE MERIDIAN,N SECTION 26, TOW'NSHIP 17 SOUTH,
CD z CITY OF BEND,DESCHUTES COUNTY,OREGON EASEMENT NOTE.
DECEMBER 1 2021 w w THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A PROVIDED TITLE REPORTS, PREPARED BY AMERITiTLE, FILE
f co m I NUMBER 454587AM, REPORT NUMBER 5, DATED DECEMBER 3, 2021, FOR THE KATTER PROPERTY AND FILE
o NUMBER 481055AM, REPORT NUMBER 2, DATED DECEMBER 3, 2021, FOR TRACT 'A' "OAKVIEW, PHASE VI AND
p o TRACTS 'H' AND 'I' "OAKVIEW, PHASE VIII EASEMENTS MAPPED ON THIS SURVEY ARE PER SAID TITLE REPORTS
I N N
.� AND/OR MAPPED PER RESPECTIVE PLATS. ONLY ON SITE EASEMENTS ARE MAPPED AND LABELED. EASEMENTS
4 NOT LISTED ON SAID TITLE REPORTS OR EASEMENTS THAT HAVE BEEN CREATED AFTER SIAD DATED TITLE
' REPORTS ARE NOT MAPPED OR NOTED ON THIS SURVEY.
30' a 30' LOT ,39 LOT 40 LOT 41 LOT 42 LOT 4J LOT 44 LOT 45 LOT 46
cn O DAMAGED YPC� " ' _40ZZ WEST, PHASE //� BEARS NOO'06'29"W 0.23'
LU � LEAD HOLE BEARS N00'06 29 W 0.27
�- 492.28' (49235')R7 �
^ Y 70.64' (70.00')R7 - 179.30' (180.00')R7 120.08' (120.00')R7 60.91' (61.00')R7 61.35' (61.35')R7
�_ n ° _ _ ° _ _ _ _ ° _ °
Lo
�LI W SECTION SUBDIVISION LINE N89'5331"E 1323.08' (S89'58'12"E 1322.9')Rl (N89058'06"E 1322.93')R5 (N89'53'26"E 1323.04')R12 0 0 '
F_ N89'53 31 E 552.28 (N89'53 26 E)R7 (N89'53 26 E 552.35 )R9 - '
oi NE RAINIER DRIVE ^ FOUND 5/8" IR PER R12; HELD
(30.00')R7 ii�N00'04'24"W 30.00' o
(N00'04'26"W 30.00')R7 I �,u
30.00 ° 522.28 (522.35 )R7 W
o co
�- Lo
CHAIN LINE 'OA1(WZ_N; PHASE 1/l " N89'S3'31 "E 638.52' (N89'S3'26"E 638.53')R7,R9,R12 , J W
FENCE BEARS TRACT :4' (S00'04 26 E 30.00 )R9 ' cn
SOUTH 0.7' 638.52 (638.53 )R9 S00'04'19"E 30.00' I N
o i
1 FOUND 5/8" IR W/YPC LAYING ON � Q
o w ^ w ^ GROUND NEAR CORNER LOCATOIN ') 0'
i I zw�w—
Q�—CL> M NI
U) z� N N89053'31 "E 17.88' 0 Lo OC
w a = (N89'S3'26"E 17.87')R9 N ( w W'
I N N CL
to a'
zwN¢w w W �I
.:! o W I
II MW� o �� N o
wo " p Q W
�--� 20.00' SANITARY SEWER �'° N � ' Z
EASEMENT PER INSTR. c/)
NO. 1998-14383 ' N
I ( NOTE: THIS INSTRUMENT WAS �
C" NOT GRANTED/SIGNED BY THE 12.07' '
W
Io I PROPERTY OWNER OF THE (12.07)R9 W
'`' SUBJECT PROPERTY, IT WAS
``' GRANTED BY THE OWNER OF
I_ I THE ADJOINING PROPERTY TO
o THE SOUTH. ' W
I(n PARCEL 2 W I CORRECTION DEED TOTAL AREA:
INSTR. NO. 2020-19426 10.08 ACRES±
I (
I I (
(
I I (
(
I I
I I (
I I (
FOUND 1 /2" IR; PER R1; BEARS '
I I N00'01'56"W 0.38' (0.14' NORTHERLY)R6;
FENCE LINE BEARS SOUTH 0.7' '
II (661.30')R4
621.12' (661.45)R1 '
661.32'
CHAIN LI FENCE � " � o
S8958 04 W 1282.44
o (S89'S7'08"W 1282.38)R4
BARGAIN AND SALE DEED '
o INSTR. NO. 2003-35390 TO SECTION LINE
THE RECORD DISTANCE OF 576.57' PER R4
MAY BE IN ERROR, THE CALCULATED B9'57' 'o4"W 1322.44'
DISTANCE USING BEARINGS AND DISTANCESOR
(S89�7'08"W 1322.38')R4 '
i PER SAID R4 EQUALS 575.97'
�'6
FOUND 5/8" IR W/YPC ILLEGIBLE PER CS13072
/ SEE SHEET 2
106.18,
106.68'
79.84'
I
1280.98' (1281.10')R4
S89'53'32"W 1320.98'
(S89-57'45"W 1321.10')R4
(S89'59'11 "W 1321.01')R14
-FOUND 5/8" IR PER R4
27 - 26 1 /4 CORNER
FOUND 3-1/4" ALC IN MONUMENT
WELL PER OCRR 1410; STAMPED AS
SHOWN; HELD
ES COG
T17S v R12E
/4
27 o 26
� W
G 1994 V
�`F PLS 2282 F
YORS
�I
SCALE: 1 "= 50 FEET
"mmm%^ i
50 0 10 25 50
(N89'58'12"W 1322.90')R14
(N89'58'12"W 1322.40')R15
1Z/ 071Z0Z1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
r9
�Tm u—s iry max. fi r+ a'} A
OREGON
_Zj
BY* E MARCH S. 2016
,mms one to m W. ., wx12mm,.*W-4 z JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
LEGEN D
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
A
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R7; HELD UNLESS NOTED OTHERWISE
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R8; HELD UNLESS NOTED OTHERWISE
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R9; HELD UNLESS NOTED OTHERWISE
[Q
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R10; HELD UNLESS NOTED OTHERWISE
Oo
DENOTES FOUND MONUMENT AS NOTED; HELD
UNLESS NOTED OTHERWISE
IR
IRON ROD
ALC
ALUMINUM CAP
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER OFFICIAL RECORDS OF
DESCHUTES COUNTY
CS
DESCHUTES COUNTY SURVEY NUMBER
CALC
CALCULATED DISTANCE
ORDC
OFFICIAL RECORDS DESCHUTES COUNTY
DRDC
DEED RECORDS DESCHUTES COUNTY
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
COCS
CENTRAL OREGON COORDINATE SYSTEM
OCRR
OREGON CORNER RESTORATION RECORD
REFERENCES
)R1 RECORD INFORMATION PER CS02789 BY AUDREY E. PERRY, DATED MARCH 17, 1966, DCSO
)R2 RECORD INFORMATION PER CS02802 BY JAMES R. TYE, FILED ON MAY 15, 1991, DCSO
)R3 RECORD INFORMATION PER CS03243 BY MICHAEL L THOMPKINS, FILED ON JANUARY 9, 1989, DSCO
)R4 RECORD INFORMATION PER CS11247 BY PHILIP R. BALDNER, FILED ON SEPTEMBER 29, 1992, DSCO.
)R5 RECORD INFORMATION PER PLAT OF "SUNPOINTE, PHASE I" BY DAVID R. WILLIAMS, RECORDED ON
MAY 26, 1995, PLAT CABINET D, PAGE 123, ORDC, AND FILED AS CS12202, DCSO
)R6 RECORD INFORMATION PER PLAT OF "SUNPOINTE, PHASE III" BY PETER A. MANLEY, RECORDED ON
FEBRUARY 9, 1998, PLAT CABINET D, PAGE 569, ORDC, AND FILED AS CS13198, DCSO
)R7 RECORD INFORMATION PER PLAT OF "EAGLENEST, PHASE 11" BY PETER A. MANLEY, RECORDED ON
MAY 8, 1998, PLAT CABINET E, PAGE 19, ORDC, AND FILED AS CS13266, DCSO
)R8 RECORD INFORMATION PER PLAT OF "OAKMEW, PHASE IV" BY DAVID R. WILLIAMS, RECORDED ON
JUNE 20, 2001, PLAT CABINET E, PAGE 645, ORDC, AND FILED AS CS14530, DCSO
)R9 RECORD INFORMATION PER PLAT OF "OAKVIEW, PHASE VI" BY PETER A. MANLEY, RECORDED ON
MAY 26, 2004, PLAT CABINET G, PAGE 292, ORDC, AND FILED AS CS15900, DCSO
)R10 RECORD INFORMATION PER PLAT OF-OAKVIEW, PHASE Vill" BY PETER A. MANLEY, RECORDED ON
APRIL 4, 2005, PLAT CABINET G, PAGE 655, ORDC, AND FILED AS CS16358, DCSO
)R11 RECORD INFORMATION PER PARTITION PLAT NUMBER 2005-74 BY PETER A. MANLEY, RECORDED ON
OCTOBER 17, 2005, PARTITION PLAT CABINET 3, PAGE 197, ORDC, AND FILED AS CS16624, DCSO
)R12 RECORD INFORMATION PER PLAT OF "EAGLENEST, PHASE I BY PETER A. MANLEY, RECORDED ON
OCTOBER 27, 1997, PLAT CABINET D, PAGE 521, ORDC, AND FILED AS CS13092, DCSO
)R13 RECORD INFORMATION PER PLAT OF "OAKMEW, PHASES XI, XII, AND XIV", BY DAVID R. WILLIAMS,
RECORDED ON JANUARY 14, 2015, PLAT CABINET I, PAGE 9, ORDC, AND FILED AS CS18817, DCSO
)R14 RECORD INFORMATION PER BARGAIN AND SALE DEED, RECORDED ON MAY 28, 2003 AS INSTRUMENT
NUMBER 2003-35390, ORDC
)R15 RECORD INFORMATION PER CORRECTION DEED, RECORDED ON APRIL 30, 2020 AS INSTRUMENT
NUMBER 2020-19426, ORDC
SHEET 1 OF 2
�f:l
gs 20683
I
RECORD OF SURVEY
TRACT 'A' OF "OAKVIEW, PHASE VI", TRACTS 'H' AND 'I' OF "OAKVIEW, PHASE \All",
AND OTHER LANDS, LOCATED IN THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 17
SOUTH. RANGE 19 FAST. WII I AMFTTF �AFRIDIAN.
PREPARED FOR
VENTURE PROPERTIES
4230 SW GALEWOOD ST, SUITE 100
LAKE OSWEGO, OR 97035
f
CITY OF BEND, DESCHUTES COUNTY, OREGON'
1
DECEMBER 1, 2021
30' 1 30' LOT 5 LOT 6 Jv �p'� 2p 3� FOUND 5/8" IR W/YPC
p� of ° "HWA", PER R13; HELD
0
co o �
1 �v �,0� (N89�3'26'E 1323.04')R12 / M o o �'v FOUND 5/8" IR W/YPC "HWA";
6 �� (N89'58'06"E 1322.93')R5 Vol �9 ,� �15p9� o .* o :* d:� ^ ^t2 PER R5; BEARS N89'55'14"E
N �� (S89'58'120E 1322.9')R1` I,1� G �-' 11R�0 � 0 0 0 ^ o o 0.17'
Q • tit NOV 'S3 31 E 1323.08 `�5 v oo �cn ►r, o vL
0 o I p� -SECTION SUBDIVISION LINE_-
T p <� - t NW 1 /1 CORNER
W (N89'53'26"E 62.52')R9 o,��h143�' �` 1 `� �1�°� moo" �/G N q FOUND 5/8" IR W/YPC "HWA"; PER
- W N 89'53'31 "E 62.52' �� f / ,� 23 , �OF' +� O �0 s" �!• �o� . 1.p� ,, O P� �� Jam/ , ��0 , o '� R5; HELD 1
� DAMAGED YPG �'� �p ��6 �p� �'� ��� i �O� �04 �� 001�, � ' ��o ,,�,�o `g.�a�l9� ,
ci '�• p1 F ph Oti 01 �h h Q 10.00 IRRIGATION EASEMENT
BENT, TIED AT POINT OF ENTRY nNASE `_`4�� g�ti0 ��o• rye, y�, . LN &,9�'` • 1h',�g1 PER VOLUME 142, PAGE 266
cM.i`\1 j1� , ,p�6' 02�+��'6,, �J ,gyp .� ` ,►�h�1�/P� PSE _ �.a I
° �, Q A► `V� Vol f�' `e�'� p1 °c �� �O4 ' p , ►�'1tzIQS o _h �� EVJ' TRACT H' w I rn o o - LOT 28
5.00' SLOPE EASEMENT O ���' �O / y5'� 'O,p p 9 F` <" �, p<<o �°� G ^ �r w cS w
w PER "OAKVIEW PHASE VI" 0'`I' �;� '��, •�, ,� oo G'9,�� Q� Q� 6'' ` ' �`L' , \ '�/ `j .OPI� , 00
`�' °O
1 " ccito PARCEL 1' 25
PARCEL 2 Of h`L°' 17•�OJkn\,NN N PP NO �• `,h�'o0�''�O`1'�1�'��130.26�'
°O �`(130.17')R1�0Q 51
" ��
o
N I " �N8 �j MONUMENT BEARS N38'14'36"E 0.46'
o) N � W (N89'S6 25 E 64.30')R9 ,R10,�11 l69 1Z ►�
Co I49.97 )R9 R10 R11
m W Z N89'S8'22"E N$'�'1018 E 51 • co m
co
Q, w I , 64.33, / CAP DAMAGED a' ;
0 50.00 �-- CAP DAMAGED r` co
vlll,, N
i cm
,o ;Lo cn (12.07')R9 8.00' C4 L_1325R10 i�� PNAS u) 3
Y�, p
Co O 1 , " (132• R9, nQA Vl TRACT y' o �r
12.07 N89'S8 22 E 50.22 52i K o M
' N89'S6'25"E " Z o
CO (30.00 )R9 ( RADIAL (N89'53 26 E 217.93 )R9,R10 0
� 30.00' 50.19')R1 O N3'16'49"W N89'53'31 "E 217.93'
\_N0000419"W 36.31'
(N00'04'26 W 36.31 )R9,R10
189.53'31 "E 42.07'
(N89'53'26"E 42.07')R9
TOTAL AREA:
10.08 ACRES±
PARCEL 1
CORRECTION DEED
INSTR. NO. 2020-19426
FOUND 1/2" IR; PER R1; BEARS
N00'01'56"W 0.38' (0.14' NORTHERLY)R6;
FENCE LINE BEARS SOUTH 0.7'
PARCEL 2
CORRECTION DEED
INSTR. NO. 2020-19426
SLIGHT ANGLE POINT IN FENCE LINE 588' FORM SOUTHEAST CORNER (661.30')R4
FENCE ON LINE RUNNING EAST (661.45)R1
FENCE VERING SOUTH OF LINE RUNNING WEST 661.32'
S89'58'04"W 1282.44'
(S89'57'08"W 1282.38')R4
TO SECTION LINE
S89'58'04"W 1322.44'
(S8957'08'W 1322.38')R4 (N89'58'12"W 1322.90')R14 (N89'58'120W 1322.40')R15
CURVE TABLE
CURVE
RADIUS
CENTRAL ANGLE
LENGTH
CHORD
C1
140.00'
38722'54"
93.78'
N68'20'14"E 92.04'
R10
(140.00')
(38'23'29")
(93.81)
(N6821'00'E 92.06')
C2
180.00'
38'56'17"
122.33'
N68'36'56'E 119.99'
R10
(180.00')
(38'56'32')
(122.34')
(N68'37'31 "E 120.00'
C3
220.00'
3918'03"
150.90'
N68'4749"E 147.96'
R10
(220.00')
(3918'04")
150.91'
(N68'48'17'E 147.96')
C4
309.00'
24*34'19"
132.52'
N7426'02"E 131.50'
R9,R10
(309.00')
(24-34'19")
(132.52')
(N74'27'52"E 131.50')
3.75(3.76 )R10
61.28' 61.29' R10 61.29' (61.29')R10
(110.00 )R10
109.97'
J
FENCE CORNER BEARS i
S58'58'W 0.4'
� � � �•
N89" 53 31 E 126.32
Z5.00'
12.54' 12.57' R9
(1489'53'26"E 126.34')R10
SLOPE EASEMENT
"OAKVIEW,
N49'08 47 E 32.32
PER PHASE Vill"
" ,
MONUMENT BEARS S89'59 08 E 0.17 1
(N49'09'15"E 32.30')R10
10'x10' PRIVATE IRRIGATION
FENCE BEARS WEST 0.5'
EASEMENT PER "OAKVIEW,
o
PHASE VI"
LOT 27 I
ca
C)
YPC DAMAGED, BENT,
11ED AT POINT OF ENTRY;
MONUMENT BEARS S89759'08"E 0.14'
co
I
00
FENCE BEARS WEST 0.7' 1
� �
1
o
o
LOT 26
Lo
?
N
o
00
i
Lo
Lo
.0 O w
0
Ln
N
MONUMENT BEARS I
v C:)
O
o
S89'59'08"E 0.21'
`
v
FENCE BEARS WEST 0.9'
Lo
LOT 25 I
N
M
to
1
io ^
h �
SCALE: 1 "= 50 FEET
50 0 10 25 50
BARGAIN AND SALE DEED
INSTR. NO. 2003-35390
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.'
Q FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R7; HELD UNLESS NOTED OTHERWISE
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R8; HELD UNLESS NOTED OTHERWISE
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED 'HWA";
PER R9; HELD UNLESS NOTED OTHERWISE
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R10; HELD UNLESS NOTED OTHERWISE
Q DENOTES FOUND MONUMENT AS NOTED; HELD
UNLESS NOTED OTHERWISE
CHAIN LINK FENCE ON LINE
10.00' WATERLINE EASEMENT TO
AMON WATER COMPANY, INC. PER
e in 0,60
¢
6 LOT 24
Q
VOLUME 241, PAGE 56
3 3
N3.
U
N
c 00
0 N
o
��
z
N-p0
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(n
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LOT 2J
a
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f �
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FOUND 1/2" IR PER R1;HELD o
CHAIN LINK FENCE CORNER ONLINE WEST 1.1' 3
WOOD FENCE BEARS EAST 2.2' J .
IR
IRON ROD
ALC
ALUMINUM CAP
W/YPC
WITH A YELLOW PLASTIC CAP
INSTR. NO.
INSTRUMENT NUMBER PER OFFICIAL RECORDS OF
DESCHUTES COUNTY
CS
DESCHUTES COUNTY SURVEY NUMBER
CALC
CALCULATED DISTANCE
ORDC
OFFICIAL RECORDS DESCHUTES COUNTY
DRDC
DEED RECORDS DESCHUTES COUNTY
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
COCS
CENTRAL OREGON COORDINATE SYSTEM
OCRR
OREGON CORNER RESTORATION RECORD
Lo
cg
M Cc,
41
un ►n 3
� 33 r. N
oNc ;-
FOUND 5/8" IR PER R4 0 U') ^ o
SEE SHEET 1 v o o V)
(n�
vv
(S89'57'45"W 1281.10')R4
S89'53'32"W 128 .098' ,
FOUND 5/8" IR W/YPC
ILLEGIBLE; PER CS13072
LOT 20
„SU/V po)
PHASE IN
LOT 19
102 07 ZOZ t
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/2022
I
_ _ .. i,�0'Ali"ti���r�"p�3�t''z. •7�r'_� M �a"'z�i:e�li+¢�tt�r�a �4
DESCHUTES COUNTj" SURVEYOR
nu
SURVEYOR'S NARRATI
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARY OF TRACT 'A' OF "OAKVIEW,
PHASE VI" (R9), TRACTS 'H' AND 'i' OF "OAKVIEW, PHASE VIII" (R10), AND THE PROPERTY DESCRIBED IN
CORRECTION DEED INSTRUMENT NUMBER 2020-19426 (R15), OFFICIAL RECORDS DESCHUTES COUNTY, FOR
A FUTURE SUBDIVISION.
BEARINGS ARE BASED OFF 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 SECTION 26 BEARS NORTH 00'04'24" WEST. SAID LINE WAS EASTABLISHED BY HOLDING
THE ALUMINUM CAP PER OCRR 928 AT THE NW CORNER OF SAID SECTION AND THE ALUMINUM CAP PER
OCRR 1410 AT THE WEST ONE -QUARTER CORNER OF SAID SECTION.
THE WEST LINE OF THE SUBJECT PROPERTY BEING THE EAST RIGHT-OF-WAY LINE OF NE 27TH STREET
WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 40 FEET EASTERLY OF, WHEN MEASURED AS
RIGHT ANGLES TO THE WEST LINE OF SAID NORTHWEST ONE -QUARTER OF SECTION 26. THE 40-FOOT
RIGHT-OF-WAY WIDTH FROM CENTERLINE WAS DEDICATED PER VOLUME 331, PAGE 619, RECORDED
NOVEMBER 5, 1980, DEED RECORDS DESCHUTES COUNTY, AND PER PLAT OF "OAKVIEW, PHASE VI' (R9).
THE NORTH LINE OF TRACT 'A' "OAKVIEW, PHASE VI" (R9) ALSO BEING THE SOUTH LINE OF "EAGLENEST,
PHASE II" (R7) WAS ESTABLISHED BY HOLDING THE FOUND PLAT MOUMNTATION PER "EAGLENEST, PHASE I"
(R12) AND "EAGLENEST, PHASE A" (R7).
THE CENTERLINE AND RIGHT-OF-WAY LINES OF NE DESERT OAK STREET WAS ESTABLISHED BY HOLDING
THE FOUND PLAT MONUMENTATION PER "OAKVIEW, PHASE VI" (R9).
THE NORTH LINE OF TRACT 'I' "OAKVIEW, PHASE VI" (R9) WAS ESTABLISHED BY HOLDING THE FOUND PLAT
MONUMENTATION PER SAID PLAT.
THE CENTERLINE AND RIGHT-OF-WAY LINES OF NE BEALL DRIVE WAS ESTABLISHED BY HOLDING THE
FOUND PLAT MONUMENTATION PER "OAKVIEW, PHASE Vill" (R10).
THE NORTHERLY LINES OF THE LANDS DESCRIBED IN CORRECTION DEED, INSTRUMENT NUMBER
2020-19426, WERE ESTABLISHED BY HOLDING THE PLATED LINES OF "OAKVIEW, PHASE VI" (R9), AND
"OAKVIEW, PHASE VIII" (R10).
THE EASTERLY LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING THE MONUMENTED NW
ONE -SIXTEENTH CORNER PER "SUNPOINTE, PHASE I" (R5) AND BY HOLDING THE 1/2 INCH IRON ROD PER
CS02789 (R1) LOCATED AT THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY. "SUNPOINTE, PHASE I"
(R5) ALSO HELD THE 1/2 INCH IRON ROD, WHICH WAS HELD FOR THE WEST LINE OF "SUNPOINTE, PHASE
III" (R6), AND "OAKVIEW, PHASE IV" (R8).
THE SOUTHERLY LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING THE FOUND 1/2 INCH
IRON ROD PER CS02789 (R1) AT THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY AND BY HOLDING
A POINT ALONG THE WEST LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 26 BEING 415.00 FEET
SOUTH OF THE NORTH ONE -SIXTEENTH CORNER OF SECTIONS 27 AND 26. THIS METHOD WAS CONSISTANT
WITH THE METHOD USED BY CS11247 (R4) TO ESTABLISH SAID LINE. THE RECORD DISTANCE OF 415.00
FEET IS PER THE SOUTHERLY ADJOINER'S BARGAIN AND SALE DEED 2003-35390 (R14). THIS AGREES WITH
THE SUBJECT PROPERTY DEED (R15) DISTANCE OF 330.00 FEET SOUTH FROM A POINT 85.00 FEET SOUTH
OF SAID NORTH ONE -SIXTEENTH CORNER (TOTAL = 415.00').
THE CALCULATED POS111ON OF THE NORTH ONE -SIXTEENTH CORNER OF SECTIONS 27 AND 26 WAS NOT
ESTABLISHED BY HOLDING MID POINT BETWEEN THE SECTION CORNER AND ONE -QUARTER CORNER. TO BE
HARMONEOUS WITH ADJOINING PLATS, THE NORTH LINE OF THE SOUTHWEST ONE -QUARTER OF THE
NORTHWEST ONE -QUARTER WAS PERPETUATED BY HOLDING THE MONUMENTED NORTHWEST ONE -SIXTEENTH
CORNER PER "SUNPOINTE, PHASE I" (R5) AND A LINE PARALLEL WITH AND 85.00 FEET NORTHERLY OF
THE SOUTH LINE OF TRACT 'A' "OAKVIEW, PHASE VI' (R9). SAID LINE ALSO BEING PARALLEL WITH AND
55.00 FEET NORTHERLY OF THE NORTH LINE OF SAID TRACT 'A' AND THE SOUTHERLY LINE OF
'EAGLENEST, PHASE I' (R12).
REFERENCES
( )R1 RECORD INFORMATION PER CS02789 BY AUDREY E. PERRY, DATED MARCH 17, 1966, DCSO
( )R2 RECORD INFORMATION PER CS02802 BY JAMES R. TYE, FILED ON MAY 15, 1991, DCSO
( )R3 RECORD INFORMATION PER CS03243 BY MICHAEL L THOMPKINS, FILED ON JANUARY 9, 1989, DSCO
( )R4 RECORD INFORMATION PER CS11247 BY PHILIP R. BALDNER, FILED ON SEPTEMBER 29, 1992, DSCO.
( )R5 RECORD INFORMATION PER PLAT OF 'SUNPOINTE, PHASE I" BY DAVID R. WILLIAMS, RECORDED ON
MAY 26, 1995, PLAT CABINET D, PAGE 123, ORDC, AND FILED AS CS12202, DCSO
( )R6 RECORD INFORMATION PER PLAT OF "SUNPOINTE, PHASE III" BY PETER A. MANLEY, RECORDED ON
FEBRUARY 9, 1998, PLAT CABINET D, PAGE 569, ORDC, AND FILED AS CS13198, DCSO
( )R7 RECORD INFORMATION PER PLAT OF "EAGLENEST, PHASE II" BY PETER A. MANLEY, RECORDED ON
MAY 8, 1998, PLAT CABINET E, PAGE 19, ORDC, AND FILED AS CS13266, DCSO
( )R8 RECORD INFORMATION PER PLAT OF "OAKVIEW, PHASE IV" BY DAVID R. WILLIAMS, RECORDED ON
JUNE 20, 2001, PLAT CABINET E, PAGE 645, ORDC, AND FILED AS CS14530, DCSO
( )R9 RECORD INFORMATION PER PLAT OF "OAKVIEW, PHASE VI" BY PETER A. MANLEY, RECORDED ON
MAY 26, 2004, PLAT CABINET G, PAGE 292, ORDC, AND FILED AS CS15900, DCSO
( )R10 RECORD INFORMATION PER PLAT OF "OAKVIEW, PHASE Vill' BY PETER A. MANLEY, RECORDED ON
APRIL 4, 2005, PLAT CABINET G, PAGE 655, ORDC, AND FILED AS CS16358, DCSO
( )R11 RECORD INFORMATION PER PARTITION PLAT NUMBER 2005-74 BY PETER A. MANLEY, RECORDED ON
OCTOBER 17, 2005, PARTITION PLAT CABINET 3, PAGE 197, ORDC, AND FILED AS CS16624, DCSO
( )R12 RECORD INFORMATION PER PLAT OF "EAGLENEST, PHASE I% BY PETER A. MANLEY, RECORDED ON
OCTOBER 27, 1997, PLAT CABINET D, PAGE 521, ORDC, AND FILED AS CS13092, DCSO
( )R13 RECORD INFORMATION PER PLAT OF "OAKVIEW, PHASES A, XII, AND XIV", BY DAVID R. WILLIAMS,
RECORDED ON JANUARY 14, 2015, PLAT CABINET I, PAGE 9, ORDC, AND FILED AS CS18817, DCSO
( )R14 RECORD INFORMATION PER BARGAIN AND SALE DEED, RECORDED ON MAY 28, 2003 AS INSTRUMENT
NUMBER 2003-35390, ORDC
( )R15 RECORD INFORMATION PER CORRECTION DEED, RECORDED ON APRIL 30, 2020 AS INSTRUMENT
NUMBER 2020-19426, ORDC
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