HomeMy WebLinkAboutSurvey 20694RECORD OF SURVEY
HARRIS LAND & TIMBER CO. LLC
THE N 1 /2 NW 1/4 SE 1/4 OF SECTION 32,
TOWNSHIP 19 SOUTH, RANGE 16 EAST, W.M.,
DESCHUTES COUNTY, OREGON
(R2) S89'10'22"E 2671.54'
30 29 (R4) S89-57.00"W 39.95 CHAINS
(M) N89'28'14"W 2671.35'
31 32
: NW SECTION CORNER
1 FOUND 3" BRASS CAP
STAMPED "SECTION CORNER
LS 1026 2003" BY DAVID
ARMSTRONG PER OCRR
1698, SEE DETAIL "A" FOR
;:u�. N �. REFERENCE MONUMENTS
FOUND
0001 a
=wC-n-
D 0 C, .
(!) Cn c
Z��.
.Z07NN
2 N N I
0
o a,
Crl N '
�I
31 32
W 1/4 CORNER \.
FOUND 3-1/4" BRASS CAP STAMPED
"DESCHUTES COUNTY SURVEYOR'S
OFFICE 1999 PLS 1031" BY W.C.
KAUFFMAN, OCRR 1493, SEE DETAIL "I"
FOR REFERENCE MONUMENTS FOUND ✓'J
o _1 -'
Z o*N� .
W
03 �`
N
N
N
co
� O
SW SECTION CORNER
FOUND 5/8" IRON ROD, NO
CAP, BENT, SHOT AT SPIN
POINT PER (R2), OCRR 1423,
SEE DETAIL "H" FOR
REFERENCE MONUMENTS
(M) S22'47'41"W
6
FOUND 3-1/2" BRASS
CAP STAMPED "P-372
HWY MONUMENT"
SCALE: 1 "= 500'
29
32 (M) S21'35'48"W
(R2) S21'51'50"W
N 1/4 CORNER
CALCULATED POSITION,
FOUND 1 /2" IRON REBAR,
NO CAP, IN MOUND OF
STONE S21'35'48"W 38.38'
FROM CALCULATED POSITION
1�
PER HAWTHORNE, NOT HELD
SEE DETAIL "B"
z
1 000 0
cqo
�IQ 6
0
1 � 1
INS`°
(R2) S89'53'37"E 3013.02'
(R3) N89'45'24"E 2635.94'
(M) N89'4831"E 3012.83'
J dN'S J
IW c0 �
rn
t
SEE DETAIL J SHEET 2
(M) S08'08'12"E 550.15'(R2) N07'50'19"W 550.21'
(R3) S00'2558"E f660.0'
(R2) S89'10'22"E 2671.54'
(R3) N89'52'58"W 2685.39'
(R4) S89'57'00"W 39.95 CHAINS 29 28
(M) N89'28'14"W 2671.35'
32 33
38.38' I 38.38'
NE SECTION CORNER
FOUND 5/8" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "PLS 1850" 1
PER (R2), SEE DETAIL "C" FOR
REFERENCE MONUMENTS FOUND
& OCCR 1426 ;u (A "
� W N
z _N cn z
.0000
n
I(0DLnCo
Ln Z ^? CD
0 m (T1
�cn��0)
cn = Cn
SA
I� O N
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET THE CORNERS FOR THE N1/2 OF
THE NW 1/4 OF THE SE 1/4 OF SECTION 32 OF TOWNSHIP 19 SOUTH,
RANGE 16 EAST OF THE WILLAMETTE MERIDIAN. DEED OF RECORD PER
DESCHUTES COUNTY OFFICIAL RECORDS 2018-019927. ALONZO GESNER
COMPLETED THE EXTERIORS AND SUBDIVISION PLAT OF THIS TOWNSHIP IN
JUNE OF 1877 (R4). JEAN HAWTHORNE RE -SURVEYED SECTION 32 AND
BROKE DOWN THE EAST HALF OF THE SECTION (R3). JOHN EDDY
SURVEYED SECTION 32 IN 1998 (R2) AND FOUND SEVERAL ORIGINAL
STONES ALONG THE SOUTH LINES OF TOWNSHIP 19 SOUTH RANGE 16 EAST
AT THE 1/4 CORNERS OF SECTION 34 AND 36 AS WELL AS SOUTH LINES
OF TOWNSHIP 19 SOUTH RANGE 15 EAST AT THE 1/4 CORNER OF SECTION
35. HE FOUND THAT THE TOWNSHIP LINES FOLLOWED A FAIRLY WEST TO
EAST PATTERN AND THREW OUT HAWTHORNE'S SECTION CORNER OF 5, 4,
32, AND 33 AND 1/4 CORNER OF SECTION 5 AND 32 THAT WERE
SOUTHERLY OF HIGHWAY 20. EDDY CALCULATED THE TOWNSHIP CORNER
OF 1, 6, 31 AND 36 BY DOUBLE PROPORTION AND SOUTHWEST CORNER
OF SECTION 32 BY SINGLE PROPORTION. WE FOLLOWED THE SECTIONAL
BREAKDOWN BY EDDY (R2).
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS
WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM,
REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRE
PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING
PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES
A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS
NGVD 29.
LEGEND
FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
FOUND BEARING TREE
(M) MEASURED IN THIS SURVEY
(R1) BOUNDARY SURVEY BY SCOTT C. FRESHWATERS,
LS2253, FILED 09/5/2017, CS19453
(R2) BOUNDARY SURVEY BY JOHN T. EDDY, LS1850,
FILED 11 /17/1998, CS13489
(R3) BOUNDARY SURVEY BY HAWTHORNE, LS00454,
FILED 12/18/1964, CSO4399
(R4) GLO SURVEY OF TOWNSHIP 19S RANGE 16E BY
ALONZO GESNER, FILED 06/18/1877
(R5) OREGON CORNER RESTORATION RECORD 1698 BY DAVID
B.ARMSTRONG, L51026, RECORDED 09/24/2003
(R6) OREGON CORNER RESTORATION RECORD 1493 BY W.C.
KAUFFMAN, LS1031, RECORDED 09/22/1999
(R7) OREGON CORNER RESTORATION RECORD 1494 BY W.C.
KAUFFMAN, LS1031, RECORDED 09/22/1999
(RS) BOUNDARY SURVEY BY NORBERT W. VOLNY,
LS58541, FILED 09/12/2007, CS17472
{R9) OREGON CORNER RESTORATION RECORD 1423 BY JOHN
N AT. EDDY, LS1850, RECORDED 11 /16/1998
(M) N08'08'12"W 550.15' cr N 'o
'"' .� Q � � (R10) OREGON CORNER RESTORATION RECORD 1780 BY
(R2) N07.5019" W 550.21' (R2) S89'S5OS"E 1233.37U! o NORBERT W. VOLNY, LS58541, RECORDED 07/16/2007
(R3) S00'25'S8"E f660.0' (R3) S89'5418 E 1320.12
(M) N89-4702"E 1233.27y (Rl l) OREGON CORNER RESTORATION RECORD 1783 BY
�.�r•r (M) N89'47'02"E 1233.27' N Z NORBERT W. VOLNY, LS58541, RECORDED 07/16/2007
c,a N (R1) S89'55'08"E 1233.38' `J`J Z (R12) OREGON CORNER RESTORATION RECORD 1424 BY JOHN
(R2) S89'55'08"E 1233.37' r- ? rn o T. EDDY, LS1850, RECORDED 11 /16/1998
(R2) S89'53'37"E 1147.29'
(R3} S89'55'08"E 1334.66'
(M) N89'48'31"E 1147.20'
HARRIS LAND &
TIMBER CO. LLC
± 14.62 ACRES
DEED 2018-019927
(M) N89'4745"E 1190.23'
(R3) S89'51'54"E 1333.08'
E 1/4 CORNER
1 FOUND 3-1/4" BRASS CAP
STAMPED "DESCHUTES COUNTY
SURVEYOR'S OFFICE 1999 PLS
1 1031" BY W.C. KAUFFMAN,
(R2) S89'53'37"E 1147.29' OCRR 1494, SEE DETAIL "D"
(R3) S89'55'08"E 1334.66 32 33 FOR REFERENCE MONUMENTS
(M) S89'48'31"W 1147.20' FOUND
(M)N12'31'31"W 557.47' r- N
((R3)
R2) N12'13'39"W 557.52' �'�
SO'10'46"E 662.58' ,y On
o,
6? Ncp
(M) N12'31'31"W 557.47' fi'
t,,
(R2) N12'13'39"W 557.52'
(R3) SO'10'46"E 662 58'
O J 0 �D l (R3)
S89'54'18"E 1320.12' t�
W' ��
� c3 a ��
,' y
t,5 o� t
U!O
l
z o? N
j
cotc cD N
NON,
W p v'_ �''•
AN.
�z
t
`�
j
o 0 0
0 o
,,
NCA
L' •(p o
SE SECTION CORNER
FOUND 5/8" IRON ROD, NO CAP,
N o
�,
BENT, SHOT AT SPIN POINT PER
"E"
o�N o .
U, cr u'
(R2), SEE DETAIL FOR
32 (R4) 40 CHAINS WEST
32
0 rn v`•U'-
�......_.'
32 33
REFERENCE MONUMENTS FOUND
�-
(,
M) S89'45 52ff f ( W 1319.27 M) N 89'45f 22" E
1319.51:
(M) S89'45f 45ss W 1319.34'
(M) N 89'45f 45"E 1319.34 '
S 4
(R2) S89'56'27"E 1319.46' (R2) S89'56'27"E
1319.46'
(R1 } S89'56'27"E 1319.46'
(R2) S89'5627E 1319 .46
5
(R2) S89'56'27"E 1319.46'
(R3) S89'58'24"E 1327.16'
5
(R3) S89'58'24"E 1327.16'
(R4)
40 CHAINS WEST
TITLE: BOUNDARY
W 1 /16TH CORNER
S 1 /4 CORNER
FOUND 5/8" IRON ROD, NO CAP
FOUND 2" " ALUMINUM CAP
' STAMPED N 1 /4 US 5 C CO Y
BENT, SHOT AT SPIN POINT PER 2007" PER NORBERT VOLNOLN Y,0% p "ll.
NORBERT VOLNY, OCRR 1780
SEE DETAIL "G" OCRR 1783, SEE DETAIL "F" FOR ® n
REFERENCE MONUMENTS
RENEWS: 12/31 /21
2604_Griffin_Millic(in Bdry.dwg
NW CORNER SEC11ON 32
DETAIL A SCALE: 1 "=20'
Q
FOUND SPIKE
AND WASHER %��
IN 3»JUNIPER I o 4v//s, FOUND SPIKE
-� AND WASHER
30 ti oo 29 IN 11" JUNIPER
Af TREE
N7 .
_l 06,05 1/ ,�f.
CRS�N60 �0' - , 2 �/ �` FOUND 3"
00 BRASS CAP
FOUND SPIKE .
31 '�°�/, �� \��, 32 AND WASHER
FOUND SPIKE AND I Js \� IN 26 JUNIPER
WASHER IN 26" IN �� \ TREE STUMP
JUNIPER TREE "°' ��' 0.
0 \ T19S R16E
o 1�4
4O �An
S30 S29
I S31 S32 h,��
LS1026
2003
MONUMENT DETAIL
W 1 /4 CORNER SECTION 32
DETAIL I SCALE: 1 "= 20'
FOUND 1 /2" REBAR
BY HAWTHORNE ,,,-FOUND NAIL AND
I WASHER IN 8"
JUNIPER TREE
FOUND NAIL AND STAMPED "CS"
WASHER IN 6"
JUNIPER TREE \\ I /
STAMPED "CS" / (M)N26'10'15"E 67.31'
�� �' (R6)N28'00'00"E 67.59'
(M)N21'46'58"W 72.80' \ /
(R6)N19'00'00"W 72.45' /
31 / 32
(/ / �� FOUND 3-1 /4" BRASS CAP
M) N15'17'04"W 16.19'
STAMPED "DESCHUTES
(R6)N14'00'00"W 16.20' / COUNTY SURVEYOR'S OFFICE
1999 PLS 1031"
Q
(M)S43'23,39W 89.26;(R6)S44'00 00W 89.49FOUND NAIL AND "WASHER IN 7"JUNIPER TREE
STAMPED "CS" MONUMENT DETAIL
SW CORNER SECTION 32
DETAIL H SCALE: 1 "=20'
FOUND 5/8" IRON ROD,
NO CAP,
BENT, SHOT
AT SPIN
POINT
`
31
32
FOUND 3-1/2"
BRASS CAP
5
STAMPED
"P-372" HWY
(M) S22'49'07"W
141.91'
BENCHMARK
(R8)S22'49'55"W
141.80'
MONUMENT i
R9 S45'00'00"W
141.86'
N 1 /4 CORNER SECTION 32
DETAIL B SCALE: 1 "=20'
CALCULATED POSITION
29
32
hC3 C /
FOUND 1 /2" IRON REBAR,
h ` !! NO CAP, IN MOUND OF
�nr ry! STONE S21 35 48 W 38.38
ry �! FROM CALCULATED
�! 1 POSITION PER
HAWTHORNE, NOT HELD
1
C 1 /4 CORNER SECTION 32
DETAIL J SCALE: 1 "=20'
(M) S45'58'02"E 25.13'
Q 1
\ t
\ 1
SET 5/8" REBAR WITH \ \
YELLOW PLASTIC CAP \ \
STAMPED "TYE
ENGINEERING RP" /
(M) N44'1456"E 24.82'
(M) N45'28'27"W
SET 5/8" REBAR WITH
1 1 /2" ALUMINUM CAP STAMPED
"TYE ENGINEERING C 1 /4"
(M)N44'27'41"E 24.36'
/0
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP
STAMPED "TYE
ENGINEERING RP"
O SU R VFy
C 1 /4
24.43'
t MONUMENT DETAIL
W 1 /16 CORNER SECTION 32
DETAIL G SCALE: 1 "=20'
FOUND 2 1/2" WASHER IN SIGN
POST FOR "GEO. MILLICAN
ROAD" MARKED "MSC LS58541"
(R10)N89'11'36"W 92.89'
/(M) N89'06'04"W 92.90'
i '--,-FOUND 5/8" IRON ROD,
NO CAP, BENT, SHOT
(M) S00'12'00"E 132.15'___ AT SPIN POINT
(R8)S00'10'39"E 132.17'
i
FOUND 5/8
REBAR WITH
YELLOW PLASTIC
CAP STAMPED
"MSC LS58541"
NE CORNER SECTION 32
DETAIL C SCALE: 1 "=20'
FOUND SPIKE AND I FOUND SPIKE AND
WASHER IN 22" WASHER IN 18"
JUNIPER TREE JUNIPER TREE
29 28
Q
I(F?2)S82-00,00,, 13 „E 541�
`' (M W 14 6 02' Ft2iNT 5 0 _ 1„ W 5415
6. 0 � _ 4e 2
FOUND 5/8" IRON ROD
WITH YELLOW PLASTIC -� s
CAP STAMPED "PLS 1850"�o
32 �`� boo,, 33
\� pLS
s\sue �
FOUND SPIKE AND
WASHER IN 3" 7 8 5 D
JUNIPER TREE MONUMENT DETAI
E 1 /4 CORNER SECTION 32
DETAIL D SCALE: 1 "=20'
FOUND SPIKE AND (R7)N14'00'00"E 34.00'
WASHER IN 14" ( / (M)N14'31'O2"E 33.93'
JUNIPER TREE
STAMPED "CS" j
FOUND 1 /2" REBAR
WITH NO CAP
FOUND 3-1/4" BRASS j
CAP STAMPED R7 N54'00'00"E 15.71'
"DESCHUTES COUNTY f jj ( )
SURVEYOR'S OFFICE j (M)N56'37'25"E 15.68'
1999 PLS 1031" 32 FOUND SPIKE AND
WASHER IN 5"
JUNIPER TREE
JSssg 00- STAMPED "CS"
�uTES g2
G O 4 \ O),
T19S R16E �y (M)S70'41'21"W 21.19' �9Q, \
a 1/4 (R7)S68'00'00"W 21.21'
32133
cn 1999 FOUND SPIKE AND
PLS 1031 \G� WASHER IN 16"
FrOR,S oFF JUNIPER TREE
MONUMENT DETAIL STAMPED "CS"
S 1 /4 CORNER SECTION 32
DETAIL F SCALE: 1 "=20'
Q (R11)N18'51'40"W 71.33'
FOUND 2 1 /2" � (M) N18'58'12"W 71.19'
WASHER IN FOUND 1 2" REBAR
FENCE MARKED WITH RED PLASTIC
"MSC LS58541" CAP STAMPED "NW
32 RP MSC CONTROL"
\
�
FOUND 2" ALUMINUM �A
CAP STAMPED "N �(R11)N58'04'16"W 20.11'
1 /4 LS 58541 2007" 1. / " f!____:_(M) N58'23'30"E 19.96'
/ ' FOUND 5/8" REBAR
(M) S2fi.21;56"W 86.69; / 1 5 WITH YELLOW PLASTIC
(R11)S26 21 22 W 86.47 / I t CAP STAMPED MSC
/ I { LS58541"
�T AL S��`F
FOUND 1 /2" REBAR / �o`� T19S R16E
WITH RED PLASTIC I S32 0
CAP STAMPED "SW N1 /4 S5
RP MSC CONTROL" i o T20S
Tl
(M) S00'07'07"W 131.60' � 2007 5 $ 5
(R8)S00'05'43"W 131.45' S
MONUMENT DETAIL
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE
SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRE PRECISION
GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE
DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS
VERTICAL DATUM IS NGVD 29.
RECORD OF SURVEY
HARRIS LAND & TIMBER CO. LLC
THE N 1 /2 NW 1 /4 SE 1 /4 OF SECTION 32,
TOWNSHIP 19 SOUTH, RANGE 16 EAST, W.M.,
DESCHUTES COUNTY, OREGON
LEGEND
FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
a' FOUND BEARING TREE
(M) MEASURED IN THIS SURVEY
(R1) BOUNDARY SURVEY BY SCOTT C. FRESHWATERS,
LS2253, FILED 09/5/2017, CS19453
(R2) BOUNDARY SURVEY BY JOHN T. EDDY, LS1850,
FILED 11 /17/1998, CS13489
(R3) BOUNDARY SURVEY BY HAWTHORNE, LS00454,
FILED 12/18/1964, CSO4399
(R4) GLO SURVEY OF TOWNSHIP 19S RANGE 16E BY
ALONZO GESNER, FILED 06/18/1877
(R5) OREGON CORNER RESTORATION RECORD 1698 BY DAVID
B.ARMSTRONG, LS1026, RECORDED 09/24/2003
(R6) OREGON CORNER RESTORATION RECORD 1493 BY W.C.
KAUFFMAN, LS1031, RECORDED 09/22/1999
(R7) OREGON CORNER RESTORATION RECORD 1494 BY W.C.
KAUFFMAN, LS1031, RECORDED 09/22/1999
(R8) BOUNDARY SURVEY BY NORBERT W. VOLNY,
LS58541, FILED 09/12/2007, CS17472
(R9) OREGON CORNER RESTORATION RECORD 1423 BY JOHN
T. EDDY, L51850, RECORDED 11 /16/1998
(R10) OREGON CORNER RESTORATION RECORD 1780 BY
NORBERT W. VOLNY, LS58541, RECORDED 07/16/2007
(R11) OREGON CORNER RESTORATION RECORD 1783 BY
NORBERT W. VOLNY, LS58541, RECORDED 07/16/2007
(R12) OREGON CORNER RESTORATION RECORD 1424 BY JOHN
T. EDDY, LS1850, RECORDED 11 /16/1998
SE CORNER SECTION 32
DETAIL E SCALE: 1 "=20'
RENEWS: 12/31 /21
FOUND 1/2" ALUMINUM ROD
FOUND PK NAIL WITH 1 1/2" ALUMINUM
AND WASHER IN CAP STAMPED "CS
H BRACE POST REFERENCE MONUMENT"
Q
\ \ �/ r-(M) N32'33'07"E 84.78'
(M) N48'35'38"W 107.19'�� , // (R12)N45'00'00"E 84.80'
(R12)N45'00'00"W 107.19' 32 \ /
\ / 33
FOUND 5/8" IRON / \ 4 M N24'44'14"W 142.75'
ROD, NO CAP, BENT, 5 / \ R12)S45'00'00"E 142.76'
SHOT AT SPIN POINT / �\
FOUND 1 /2" FOUND 1 2" ALUMINUM ROD
AL WITH 1 1 /2" ALUMINUM ROD ` WITH 1 1 /2" ALUMINUM CAP
I � .
ALUMINUM CAP i STAMPED "CS REFERENCE
STAMPED "CS ` MONUMENT"
REFERENCE
MONUMENT" (M) N27'13'03"E 146.28'
(R12)S45'00'00"W 146.34'
1
so
cm
to
CS 10 694 -
2604_Griffin _MilIicon Bdry.dwg