HomeMy WebLinkAboutSurvey 20779RECOVERED
GOVERNMENT
CORNER MONUMENTS
BGL=BELOW GROUND LEVEL
BPVMT=BELOW PAVEMENT
M3
�.pND of
Q �s Z5 o Fob ��
Cl
k/ 4
uw Q S15 S14 o N
a
O% 20
� � C
�.r 9 4 �
114 SECTION CORNER
SECTION 14 ONLY
1" IRON POST WITH 2-1/2" BRASS CAP, 0.3' BGL <R3>
LS1026
1976
1/4 SEC. COR.
SECTION 15 ONLY
2-1/2" O.D. IRON PIPE WITH 2-1/2" BRASS CAP
IN MONUMENT CASE, 1.2' BGL
<CS07953>
M5
�.pND op
�s
Q s RioCl
Z .� S10 S11 to
W
z S15 S14 zu
O
� ^ C
S �
40, 7 9 4 �
SECTION CORNER
SECTION 14 ONLY
2" IRON POST WITH 2-1/2" BRASS CAP IN MONUMENT
CASE, 2.0' BGL <R3>
M6
E s o0
4C.7 T22S
R10E G2
4 .G
slol S11
S151 S14
N 4j
6 LS 1031 0
A- 2001 �c
4i�yO R S O�
SECTION CORNER
SECTIONS 10, 11 & 15 ONLY
2" O.D. IRON PIPE WITH 3-1/4" BRASS CAP IN
MONUMENT CASE, 0.4' BPVMT.
<OCRR 1583>
RECORD OF SURVEY
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M.,
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE LOT LINE ADJUSTMENT FILE NO. 1OLLA-21
MARCH 2O22
NARRATIVE
WE WERE RETAINED BY DESCHUTES COUNTY FACILITIES TO SURVEY AND MONUMENT THE EXTERIOR AND ADJUSTED CORNERS OF THE SUBJECT PROPERTY PER CITY OF LA PINE LOT
LINE ADJUSTMENT, FILE NO. 10LLA-21.
THE PROPERTIES INCLUDED IN THIS ADJUSTMENT ARE PARCELI AND PARCEL 2 AS DESCRIBED IN BARGAIN AND SALE DEED, RECORDED MARCH 1, 2004 AS INSTRUMENT NO.2004-10774.
THESE LANDS ARE WITHIN THE BOUNDS OF LAPINE, RECORDED AUGUST 1, 1918 IN CABINET A AT PAGE 55 AND FILED AS CS07934 IN THE DESCHUTES COUNTY SURVEYOR'S RECORDS,
HEREON REFERENCED AS (R2). SAID PLAT REPORTS RE-MONUMENTING GOVERNMENT CORNERS AROUND THE EXTERIOR OF THE PLAT FOR THE ORIGINAL GENERAL LAND OFFICE (GLO)
SURVEY, REFERENCED HEREON AS (R1) SET STONES.
THE LINE BETWEEN SECTIONS 14 AND 15 WHICH IS THE EASTERLY LINE OF LAPINE AND THE LANDS INCLUDED IN THIS SURVEY WAS RESURVEYED BY THE GLO IN APRIL 10-17, 1944 BY
GEORGE F. RIGBY, THIS SURVEY IS REFERENCED HEREON AS (R3). THIS 1944 SURVEY IS TITLED "DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF SECTION 14". PER THE 2009
MANUAL OF SURVEY INSTRUCTIONS, A "DEPENDENT RESURVEY" IS A RETRACEMENT AND REESTABLISHMENT OF THE LINES OF THE ORIGINAL SURVEY OR OF A PRIOR RESURVEY IN
THEIR TRUE ORIGINAL POSITIONS ACCORDING TO THE BEST AVAILABLE EVIDENCE OF THE POSITIONS OF THE ORIGINAL CORNERS. THIS 1944 GLO SURVEY DID NOT UTILIZE THE
EXISTENT MONUMENTS CONTROLLING THE LINE BETWEEN SECTIONS 14 AND 15 AS REPORTED ON LAPINE (R2) AT THE TIME BUT RATHER SET NEW CORNER MONUMENTS. THIS
CREATED AN OVERLAP ALONG THE LINE BETWEEN SECTIONS 14 AND 15 AS GRAPHICALLY DEPICTED HEREON, SEE "SECTION LINE DETAIL". THE SUBDIVISION OF SECTION 14 PER THE
1944 GLO SURVEY IS CONTROLLED BY THE CORNERS SET AND ACCEPTED BY GEORGE F. RIGBY. THESE CORNERS ARE REPORTED HEREON AS "SECTION 14 ONLY". MY OPINION ON THIS
MATTER IS SUBSTANTIATED BY THE BUREAU OF LAND MANAGEMENTS (BLM) "DEPENDENT RESURVEY, SUBDIVISION OF SECTION 10 AND 11, AND METES -AND -BOUNDS SURVEYS",
APPROVED MAY 28, 2004, HEREON REFERENCED AS (R11). THIS BLM SURVEY DETAILS THIS ISSUE BUT DOES NOT TAKE A POSITION AS TO THE OVERLAP.
HUNTINGTON ROAD WAS ORIGINALLY ESTABLISHED AS THE B.J. PENGRA ROAD BY THE CROOK COUNTY COMMISSIONER'S JOURNAL 2 AT PAGE 745 ON JULY 9, 1898 WITH A FULL RIGHT
OF WAY WIDTH OF 60 FEET. ESTABLISHMENT DOCUMENTS WERE PROVIDED TO ME BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE AND WERE REVIEWED. THERE ARE THREE
SURVEYOR'S REPORTS THAT WERE PROVIDED TO ME AS FOLLOWS: RD00841, RD00836 AND RD00843. THE SURVEYOR OF RECORD WHO CERTIFIED ALL THREE OF THESE REPORTS WAS
KNOX HUSTON, CROOK COUNTY SURVEYOR. THE LOCATION OF THIS RIGHT OF WAY HAS BEEN PORTRAYED NUMEROUS WAYS SINCE ITS ESTABLISHMENT. I DONT BELIEVE THIS RIGHT
OF WAY IS LOCATED IN THAT PORTION OF SECTION 15 PLATTED AS LAPINE, HEREIN REFERENCED AS (R2). HOWEVER IT APPEARS THAT THE WESTERLY LINE OF THIS RIGHT OF WAY IS
IDENTICAL WITH THE EASTERLY LINE OF THE PLAT OF LAPINE (R2). I DID NOT ATTEMPT TO SURVEY THIS RIGHT OF WAY ON THE GROUND BUT HAVE BASED MY FINDINGS ON COMMON
REPORT, THE PLAT OF LAPINE (R2) AND THE IRREGULARITIES OF THE LINE BETWEEN SECTIONS 14 AND 15 AS DESCRIBED ABOVE.
SOUTH LINE
THE SOUTH LINE IS PARALLEL WITH AND 30.00' NORTHERLY OF THE ONE -SIXTEENTH LINE BETWEEN THE S 1/16 CORNER OF SECTION 15 (M2) AND THE SE 1/16 SECTION CORNER (M7).
WEST LINE
THE WEST LINE IS IDENTICAL WITH THE EASTERLY RIGHT-OF-WAY LINE OF THE DALLES-CALIFORNIA HIGHWAY (US HWY 97). 1 WAS ONLY ABLE TO RECOVER ONE MONUMENT ALONG SAID
EASTERLY RIGHT-OF-WAY, SO I SEARCHED THE WESTERLY SIDE AND WAS ABLE TO RECOVER ONE MONUMENT SET PER REFERENCE SURVEY (R13) ALONG WITH ONE MONUMENT
REPORTED PER REFERENCE SURVEY (R13). 1 HELD THE LINE BETWEEN THESE TWO RECOVERED MONUMENTS AND OFFSET THEM 100' EASTERLY.
NORTH LINE
I DID NOT RECOVER SUFFICIENT MONUMENTATION TO FACILITATE A PROPORTIONED POSITION FOR THE NORTHWEST CORNER. I THEREFORE HELD THE INTERIOR ANGLE OF 79005'48"
PER REFERENCE SURVEY (1310) AND PLACED THIS LINE ON THE RECOVERED 5/8" REBAR RECOVERED IN THE LOCUS OF THE NORTHEAST CORNER. THIS MONUMENT WAS SET PER
REFERENCE SURVEY (R8) IN ERROR WITH RELATION TO THE EAST LINE, ALTHOUGH IT WAS HELD AS THE CORNER PER PARTITION PLAT NO.2001-76 (R9).
EAST LINE
THE EAST LINE IS IDENTICAL WITH THE EAST LINE OF SECTION 15, ALSO BEING THE EAST LINE OF THE PLAT OF LAPINE. I HELD A LINE BETWEEN THE S 1/16 SECTION CORNER OF SECTION
15 ONLY (M2) THROUGH THE 1/4 SECTION CORNER OF SECTION 15 ONLY (M4).
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK
(ORGN).
0 20 40 80 120 160 240
SCALE: 1" = 80'
LEGEND
PROJECT BOUNDARY
— SECTION LINE
SUBDIVISION OF SECTION LINE
RIGHT OF WAY CENTERLINE
ADJUSTED LOT LINE
ABANDONED LOT LINE
ADJACENT PROPERTY LINE
•
0
YPC
GLO
OCRR
(R#)
(H)
CED
RECOVERED SECTION CORNER
RECORD REFERENCES
(R1) ORIGINAL GLO PLAT OF T. 22 S., R. 10 E., WM, OR; APPROVED JANUARY 6, 1869.
(R2) LAPINE: BY ROBERT B. GOULD; RECORDED AUGUST 1, 1918 IN CABINET AAT PAGE 55;
FILED AS CS07934 IN THE DESCHUTES COUNTY SURVEYOR'S RECORDS.
(133) GLO DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF SECTION 14, T. 22 S., R. 10 E.,
WM, OR; APPROVED AUGUST 11, 1944.
(R4) PLAT OF SURVEY: BY W.C. KAUFFMAN; FILED OCTOBER 19, 1977 AS CS4806.
(R5) SURVEY OF PREBLE WAY: BY W.C. KAUFFMAN; FILED NOVEMBER 1, 1983 AS CSO4844.
(R6) PROPERTY SURVEY: BY EDGAR W. GRAVES; FILED MAY 24, 1985 AS CSO4842.
(R7) MINOR LAND PARTITION MP-88-52: BY JAMES R. TYE; FILED JUNE 7, 1989 AS CSO4850.
W
W
U)
z
O
U)
(R8) PLAT OF LOT LINE ADJUSTMENT: BY RAYMOND E. OMAN; FILED NOVEMBER 1, 1989 AS CSO4848. O V `vJ
(R9) PARTITION PLAT NO. 1991-76: BY GARY W. HICKMAN; RECORDED NOVEMBER 18, 1991 IN A.
/
CABINET 1 AT PAGE 164; FILED NOVEMBER 21, 1991 AS CS05227.
(R10) RECORD OF SURVEY: BY CLELL GOODWIN; FILED OCTOBER 21, 1992 AS CS11270.
(R11) BLM DEPENDENT RESURVEY, SUBDIVISION OF SECTIONS 10 AND 11, AND METES AND
BOUNDS SURVEYS, T. 22 S., R. 10 E., WM, OR; APPROVED MAY 28, 2004 Doti
(R12) BOUNDARY SURVEY: BY MICHAEL W. TYE; FILED DECEMBER 20, 2004 AS CS16205. ��p`/
(R13) RECORD OF SURVEY: BY LINDA LEE MILLER; FILED FEBRUARY 6, 2006 AS CS16768. Q- „� •�
RECOVERED QUARTER SECTION CORNER
RECOVERED SUBDIVISION OF SECTION CORNER
RECOVERED MONUMENT OF RECORD
COMPUTED POSITION, NOTHING FOUND OR SET
SET 5/8" REBAR WITH YPC MARKED "HWA'
YELLOW PLASTIC CAP
GENERAL LAND OFFICE
OREGON CORNER RESTORATION RECORD
ORIGIN OF MONUMENT
RECORD PER REFERENCES
HELD RECORD INFORMATION
RECOVERED MONUMENT IDENTIFIER
REGISTERED
PROFESSIONA
LAND SURVEY,
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31 /21
O
Ci
V
v
h
PARCEL 1
S 10 : ; t����__ S 11
S15
41
4; V
FRoi
i
TAX LOT
221015AD04301
TAX LOT 221015DA00100
MAG NAIL 2005— 75
<CSO4849> PAR TI TION PLAT No.
0.29' W. OFRM
SECTION LINE DETAIL
SCALE: 1" = 10'
1
I
1
S03'55'14"E 16.09'(R11)
S03'33'31 "E 16.27'1
I1
M5
I
or
�w M M
N N
00 00
"td- ww
x -
N N M LO
r t\'cvr
o !�' 00 0
N M Z Z
00
00
zZ
I
r
rl
r
1
r
I
r
r
r
r S08'52'20"W 29.40'
!r S08'25'40"W 29.13'(R11)
Ii I
r
r
r
r
1
I \N k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND. OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA—INC.ORG
S:\Land Pro iects\210305—DC Sand Shed PLA\dwa\su
210305—ROS 18X24.dwq Mar 30, 2022 — 3:16pm
2 0 7 7 .: 1Y I. �- l- Z 22 Cod
If ! 17 f N r'4
SHEET 1 OF 2
RECORD OF SURVEY
LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15 TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., /
CITY OF LA PINE, DESCHUTES COUNTY, OREGON �c /
CITY OF LA PINE LOT LINE ADJUSTMENT FILE NO. 1OLLA-21
MARCH 2O22
RECOVERED
J�
CO �
GOVERNMENT
LEGEND y
CORNER MONUMENTS S'T
BGL=BELOW GROUND LEVEL
BPVMT=BELOW PAVEMENT
M1
Lp'N� of
FOB ��
[S 16 t�
W a S15 S14 O N
0-4aZD
� ^c
S r
r
9 4
S 1/16 SECTION CORNER
SECTION 14 ONLY
1" IRON POST WITH 2-1/2" BRASS CAP, 0.2' BGL <R3>
M2
S 1/16 SECTION CORNER
SECTION 15 ONLY
1" I.D. IRON PIPE, 0.5' BGL <R2>
D OF
� 2y0 Fo9��
w 4
3
uI a S75 S14 c
�2 a�
ge
1
Qc
r 9 4
1/4 SECTION CORNER
SECTION 14 ONLY
1" IRON POST WITH 2-1/2" BRASS CAP, 0.3' BGL <R3>
M7
SE IJ16 CORNER SECTION 15
1 "LD. IRON PIPE <R2>
FROM WHICH 5/8"SM007-H
IRON ROD
BEARS N0900152E0.31'
<UNKNOWN, ASSUMED ODOT>
I
PARCEL 2 I
I
MA NAIL
<CSO4849>
0.29' W. OFR/W
o�
It rI
TAX LOT 221015DA00203 00 00I
PROJECT BOUNDARY �� - %
(ory
SECTION LINE tea• ��•
SUBDIVISION OF SECTION LINE
RIGHT OF WAY CENTERLINE O��
ADJUSTED LOT LINE �
ABANDONED LOT LINE
h
ADJACENT PROPERTY LINE
RECOVERED SECTION CORNER
v
v
►Q� RECOVERED QUARTER SECTION CORNER OQ�
RECOVERED SUBDIVISION OF SECTION CORNER
RECOVERED MONUMENT OF RECORD
0 COMPUTED POSITION, NOTHING FOUND OR SET
0 SET 5/8" REBAR WITH YPC MARKED "HWN' /
YPC YELLOW PLASTIC CAP
5
GLO GENERAL LAND OFFICE .00,
OCRR OREGON CORNER RESTORATION RECORD / 5000,
< > ORIGIN OF MONUMENT
(R#) RECORD PER REFERENCES
(H) HELD RECORD INFORMATION
RECOVERED MONUMENT IDENTIFIER /
Ix 0
QG �
S89'35'32"E 179.26'
�^� ��• try
ADJUSTED
LOTLINE
ti
rl
N
h� ADJUSTED LOT 04
2.06 ACRES
3
C3 �0* INSTRUMENT NO.2022-10939, O.R. 00
N
(V
O
O
N
A 5/8"SMOOTH IRON ROD 5�00,
HELD FOR R/W 110
0.26' NORTH OF SUB. OF SEC. LINE 00, 5/8"REBAR WITH YPC "CWEC" <R 10>
<UNKNOWN, ASSUMED ODOT> BEARS S0301537E 1.24'
/ FROM CORNER
./ 371.32'
Q f tl
PARCEL 1
I
I QPARTITION PLAT NO. 1991-76
O
L� �
�cr
-,q-in
�"�o
a; co � z
_�_n
IWww
PARCEL 2 I N coo z
000z
zzz�
S7856'3 j»
S7829,22„E 55 0.68'$
0.-
.(R10 59h �
6�1
60.00'
5/8"REBAR <R8>
HELD FOR N. PROP. LINE
BEARS N78'2922W 1.03'
LOT L/NEABANDONED FROM CORNER
(SEE NA RRA T1 VE)
ADJUSTED LOT � o
6.95 ACRES
0) d- M
INSTRUMENT NO.2022-10939, O.R. o (ori
0coIt
*
EASTL/NESECTION 15ANDPLATOFLAPINE— ,
DISTURBED 5/8"REBAR WITH
YPC "CWEC" <R 10>
BEARS S42°1033"W 0.34'
FROM CORNER
515.44'(R2,H)
288.71(R13) / O N89'4013 W 886.76' 846.25'(R10)
288.57' 58.09' 58.09'�/ 57.95'- M S89'52'08"W 886.74'(R10) 846.40'
o N89'40'13"W 1309.10'
34.84' M S89'53'48"W 1309.32'(R13) NINTH STREET
U C TY sumvEyoij i
n
ZZ (-IVA Al
V
5/8"REBAR WITH
YPC "SCE&S"
<R 12>
S: \Land Pro jects\210305—DC Sand Shed PLA\dwg\survey\210305—ROS 18X24.dwg Mar 30, 2022 — 3: 07pm
TH IRON ROD
SMOO
HELD FOR R/W
0.30' NORTH OF SUB. OF SEC. LINE
<UNKNOWN, ASSUMED ODOT>
TAX LOT 2210150000500
STA TU TOR Y WARRANTY DEED
INSTRUMENT NO. 2011-25704
0 20 40 80 120 160 240
SCALE: 1" = 80'
REGISTERED
PROFESSIONP
LAND SURVE C
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/21
60.00'
0 30.00'
M (R2,H)
0
0
0
M
SECTION LINE DETAIL
SCALE: 1" = 10'
1 I
M3 r I
I
I
I
I
I
i
I
I
I
I
I
I
EAST L/NESEC T/ON 15
AND PLAT OFLAPINE
I
I
I
I
I
� I
N N
�r
w w --
a) co
r,-
04
N M O O
O O ( r) to
zz tor+
W uj
N
IM00
rl-
z z
I
I
I
I
I
I
I
I
i
(
I
I
1
t
1
r� f "
I t S11 24 59 W 14.68
S11'09'00"W 14.79'(R11)
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG M1
�p
0
y
I'S 26779'
SHEET 2 OF 2