HomeMy WebLinkAboutSurvey 21278N88'52'10"W 2672.05' (R11) N 1 /4 CORNER
30 1 29 N89'05'45"W 2650.01' (R1) 29 vI ES Co
N89002'15"W 2672.66' T14s R11E
31 32 2 0 s2s / �
32 4 S32
W 1/16TH CORNER U
^ G.pL LS 2208 V
^ I SECTION CORNER I h w FYORS OF
0 i) CALCULATED POSITION, Lo �
af m SEE DETAIL "A" ON 00 � N
SHEET 2 co cfl c0
00NO �I MMM
O
ONN
to n N w 3 e (o
N " ;o 0 p
3 W W W • �
N
iopp0 �I 10 pN
N�M �. � ZZZ I
00
z z Z S89'18'14 »E 2669.15' (R11) 00 ^ to rn
N89 3212 W 2668.93 (R1) CN 1/16TH CORNER
N 1/16TH CORNER N89*28'53"W 2669.47' CALCULATED POSITION, ro
/I 00'to U)
FOUND 28" JUNIPER . co �
STUMP N46'18'26"W NW 1/16TH CORNER N N
10 SCALE: 1 "= 400'
17.86', 22"JUNIPER N89°2853"W 1334.78' N89°28'S3"W 133470' N N N
17.51' (R1) _w 3 3
9 667.39-�333.69' 333.69
00 N O O N
m Lo
p^
00 co N -
��W_
CD O Z z z
�I I� I� IN V'
�Lo�� Lo �� �. N j z Cp �M
co co co r7
N N N N N N N
- Lo3N �WWW Mrnpo coo
2MN� N M
wC�OOtcon ton M
W O O
0� O r�000 W 0OZV)V)Z on O :- L0
Z to O
.I N N N-
o \5*4
_ .-
z z � w • o PI MON NO. 6B TO o o S01 °25'11 "W
CALCULATED PI z Z I 59.98'
I I I ( N89022'01 "E 3198.24'
• 11
EDMUNDSON R _ rCALCULATED PI,
6 - - - - MIDPOINT BETWEEN
666.57' 333.29' 333.29' S89°55'33"E 1333.14' 3 12 MON. No. 11 AND
y N89'58'57"W 1333.13' (R5) N0. 12
W 1 /4 CORNER, S89'S5'33"E 1333.14' C 1 /4 CORNER
SEE DETAIL "D" N N89'58'57"W 1333.12' (R5) w SEE S89°55'33"E 2666.28'
ON SHEET 2 � N _ SUBJECT SEE DETAIL "B"
� IO wt r7 PROPERTY N N89.58�57��W 2666.25� (R5) I SHEET 2
o DETAIL co N89 43 40 W 5309.93 (R2)
c^ o . co o coo SHEET cow N89'58'46"W 2666.73' (R1) co
Lo o(o
N ^ Lo
Z � CW 1/16TH CORNER -N o
Lo co cV " I rn O
r 666.32 333.16 333.16, N N `- N
r ? w N89°43'50"W N w
to M tn
wloi-3 1332.63 wM INo 33
'0- Lo .- N o) N O w o
N O N 0 N o
O O
^�.�...-.-I O
Oo hI ((�o-- N I�a) O N to 0) 0N
0Zz Orn Z nZ���ZOf ai
o
�ioi�oN N Z Lo ZZ CS 1/16TH Waf�
L6 Lo � (o ri N S 1 /16TH CORNER
Lo to N Un N CORNER 666.07' 666.07' 8 a0 0 Lo
N N N N N W WOW
3 w w w w N89°32'07"W 1332.13' N89°31'15"W 1333.24' N Nw co
N
N co
S89'35'13"E 1332.50' (R5) S89'35'13"E 1332.51' (R5) 3 3 w
� 4- it to i_ N 4 rl
O0,p- O_-O
0 0 0 o O O I SW 1/1 6TH CORNER O
_
O O O 0 O O Q N
(nZ(nZ ^ 1 1'7 ^^ moo
Z Z �O uo Q O Lo O u)d 000
W� O Nv N �� NZZ
... N �.r�
t\ `- ( O C:)Lto
N �N
M U ft
W
�`' 3 co '``' 3 3
N Lo O�
04
d-
i� 0
N°
N
0 0Z O(nooZpZ z 0 W 1/16TH CORNER Z
0 I
S89'11'29"E 1331.88' (R5) S 1 /4 CORNER
31 � 32 - S89'11'29"E 1331.89' (R5)
�- S89°07'43"E 1332.12' S89°07'43"E 1332.12'
SECTION CORNER
SEE DETAIL "C" 6 5 S89007'43"E 2664.23' 4
ON SHEET 2 5 N89'51'13"W 2630.66' (R7)
S89'11'29"E 2663.77' (R5)
N89'43'40"W (R2)
N89'13'18"W 2665.81' (R1)
40 CHAINS (GLO)
RECORD OF SURVEY
FOR DAVID PRULL
THE El/2 NE1 /4 NW1 /4 SW1 /4 AND THAT PORTION OF THE El/2
El/2 SW1 /4 NW1 /4 LYING SOUTH OF GOODRICH LOOP
(EDMONDSON ROAD) OF SECTION 32, TOWNSHIP 14 SOUTH, RANGE
11 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYORS NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT TRACT OF LAND CONVEYED TO
DAVID PRULL APRIL 9, 1990, IN VOLUME 206, PAGE 559, DESCHUTES COUNTY OFFICIAL RECORDS. SAID
PROPERTY IS DESCRIBED AS THE EAST ONE-HALF OF THE NORTHEAST ONE -QUARTER OF THE NORTHWEST
ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER (El/2 NE1 /4 NW1 /4 SW1 /4) AND THAT PORTION OF
THE EAST ONE-HALF OF THE EAST ONE-HALF SOUTHWEST ONE -QUARTER OF THE NORTHWEST
ONE -QUARTER LYING SOUTH OF GOODRICH LOOP ROAD (EDMUNDSON ROAD), IN SECTION 32, TOWNSHIP 14
SOUTH, RANGE 11 EAST, W.M., DESCHUTES COUNTY, OREGON.
TO ESTABLISH THE SUBJECT PROPERTY WE PERFORMED A SECTIONAL BREAKDOWN OF THE WEST ONE-HALF
OF SECTION 32. DURING OUR RESEARCH WE DISCOVERED DESCREPANCIES WITH THE WEST ONE -QUARTER
CORNER AND THE SOUTHWEST SECTION CORNER OF SAID SECTION 32 BETWEEN A SURVEY BY HAWTHORNE
(R1) AND SURVEY BY DESCHUTES COUNTY ROAD DEPARTMENT (R2). HAWTHORNE DID A SECTIONAL
BREAKDOWN OF SECTION 32 TO ESTABLISH THE S1 /2 NW 1 /4 AND LAID OUT SOME LOTS AS SHOWN IN
(R1). THESE LOTS WERE NOT INTENDED TO BE ALIQUOT PARTS. HAWTHORNE NOTES IN (R1) THAT THE W
1 /4 AND SW SECTION CORNER OF SECTION 32 WERE SET INCORRECTLY BY THE ROAD DEPT. SURVEY (R2).
GRAVES DID A BREAKDOWN OF THE SW 1 /4 OF SECTION 32 IN (R5) AND SET MONUMENTS FOR THE NE1 /4
SW 1 /4 AS SHOWN IN (R5). GRAVES MEASUREMENTS BEST MATCH WITH HAWTHORNES SURVEY AND FOUND
MONUMENTS 7 AND 8 SET BY GRAVES WERE HELD FOR OUR SURVEY. CATTERSON IN (R8) HELD
HAWTHORNES MONUMENTS TO ESTABLISH AND MONUMENT THE N 1/16TH ALONG THE WEST LINE OF
SECTION 32 WHICH WE HELD. WE HELD THE MONUMENTS NOTED IN HAWTHORNES SURVEY FOR THE
BREAKDOWN OF THE WEST HALF OF SECTION 32 WHICH WERE ALSO HELD FOR OTHER SURVEYS IN THIS
AREA AND MATCHED WITH MONUMENTS FOUND AND RELIED UPON BY OTHERS.
THE RIGHT OF WAY OF GOODRICH LOOP (EDMUNDSON ROAD) WAS ESTABLISHED BY HOLDING THE POINT OF
INTERSECTION MON. NO. 613 PER (R2) AS SHOWN IN DETAILS "D" ON SHEET 2 AND THE CALCULATED
POINT OF INTERSECTION AT THE MIDPOINT BETWEEN FOUND MONUMENTS NO. 11 AND NO. 12 AS SHOWN.
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 SP80 SPECTRA 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
MONUMENT FOUND AS NOTED, SEE MONUMENT &
REFERENCE TABLE FOR DESCRIPTIONS
Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING"
(R1) SURVEY BY JEAN HAWTHORNE, PLS 454, DATED
9-8-1970, CSO4889
(R2) SURVEY FOR GOODRICH LOOP BY ROGERS, PALMER,
KIRBS, RD01623 & RD02080, DATED MARCH 1970
(R3) PARTITION PLAT NO. 2002-66, BY FREDRICK AST, PLS
1938, FILED 10-1-2002, CS15115
(R4) PARTITION PLAT NO. 2004-71, BY FREDRICK AST, PLS
1938, FILED 9-17-2004, CS16063
(R5) SURVEY BY EDGAR GRAVES, PLS 980, DATED
7-8-1977, CS00156
(R6) SURVEY BY ROBERT POVEY, PLS 1652, DATED
8-9-1984, CS00147
(R7) SURVEY BY ROBERT DAVENPORT, PLS 971, DATED
9-1-1973, CS00645
(R8) SURVEY BY TODD CATTERSON, PLS 53270, FILED
7-6-2017, CS19391
(R9) SURVEY BY GARY DEJARNATT, PLS 2208, FILED
3-30-1988, CS00157
(R10) SURVEY BY ROBERT POVEY, PLS 1652, FILED
4-10-2009, CS17963
(R11) SURVEY BY EDGAR GRAVES, PLS 980, DATED
3-2-1979, CS00155
DESCHUM C�ili�sTi�l �R
t� os � i zozy llyi i n s co d
RENEWS: 12/31 /25
N
N
0
t
RECORD OF SURVEY
FOR DAVID PRULL
LOCATED IN THE WEST 1 /2 OF SECTION 32,
TOWNSHIP 14 SOUTH, RANGE 11 EAST, W.M.,
DESCH U TES COUNTY, OREGON
RENEWS: 12/31/25
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
SECTION CORNER, CALCULATED POSITION, FOUND MONUMENT BOX AND ASSESSORIES, SEE
DETAIL "A"
1 A
FOUND 1-1 /2" ALUMINUM CAP MARKED "CS REFERENCE MON D" PER OCRR 1852
1B
FOUND 1-1/2" ALUMINUM CAP MARKED "CS REFERENCE MON A" PER OCRR 1852
1 C
FOUND BLAZE ON 20" OLD JUNIPER BEARING TREE, SCRIBBING PARTIALLY COVERED WITH TREE
GROWTH
1 D
FOUND 1-1 /2" ALUMINUM CAP MARKED "CS REFERENCE MON B" PER OCRR 1852
1 E
FOUND 6" JUNIPER BEARING TREE
1 F
FOUND 1-1/2- ALUMINUM CAP MARKED CS REFERENCE MON C" PER OCRR 1852
2
FOUND 3-1/4" ALUMINUM CAP STAMPED AS SHOWN PER OCRR 730
3
C 1 /4 CORNER, FOUND 5/8" IRON ROD, NO CAP, PER (R1), SEE DETAIL "B"
3A
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STAMPED "FRED AST FR. PLS 1938" PER
(R3)
3B
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STAMPED "FRED AST FR. PLS 1938" PER
(R3)
3C
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEJARNATT LS 2208% PER (R9)
4
FOUND 1 /2" IRON ROD, NO CAP, 0.3' NORTH OF FENCE INTERSECTION, PER (R1)
5
SECTION CORNER AND ROAD PI, FOUND 1/2" IRON ROD, NO CAP PER (R2), ACCEPTED BY (R1)
5A
FOUND 3/4" IRON PIPE WITH YELLOW PLASTIC CAP STAMPED "PLS -_", PORTION ILLEGIBLE
RESET PER (R6) AT ORIGINAL CORNER POSITION NOTED IN (R2) AS SECTION CORNER, NOT HELD
ASSECTION CORNER IN THIS SURVEY
5B
18, JUNIPER BEARING TREE
5C
14" JUNIPER BEARING TREE IN OLD FENCE
5D
18" JUNIPER BEARING TREE
5E
FOUND 1 /2" IRON PIPE WITH YELLOW PLASTIC CAP STAMPED "POVEY ASSC" PER (R10)
6
W 1 /4 CORNER, FOUND 1 /2" IRON ROD PER (R1)
6A
FOUND 3/4" OPEN IRON PIPE RESET PER (R6), OVER ROD SET IN (R2) AS SECTION CORNER,
NOT HELD FOR 1/4 CORNER THIS SURVEY
6B
FOUND 1 /2" IRON ROD, NO CAP PER (R2) FOR ROAD PI
7
FOUND 5/8" IRON ROD, NO CAP, UP 12" PER (R5)
8
FOUND 5/8" IRON ROD, NO CAP, UP 12" PER (R5)
9
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED-ARMSTRONG" PER (R8)
10
CN 1/16TH CORNER, CALCULATED POSITION, FOUND 1/2" IRON ROD, NO CAP, N00'36'36"E 9.95'
FROM CALCULATED POSITION, ORIGIN UNKNOWN, NOT HELD; N42'54'40"W 13.98' (R3), 9.91'
NORTH & 0.10' WEST (R9)
11
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEJARNATT LS 2208", PER (R9)
12
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "FRED AST JR. PLS 1938" PER
(R3)
1A
�s
\ �<C\ � �00,
S60'E 26.40 (OCRR 1852)
SECTION CORNER, UNABLE TO OPEN � / S61'45'58"E 26.54'
MONUMENT BOX, CALCULATED 30 29
SECTION LINE
POSITION FROM REFERENCE
MONUMENTS PER OCRR 1852 31 32 N89.02'15"W
S52.56'12"W 32.64' / /// 0'� \
S52V 32.64' (OCRR 1852)
i / 20 J
ti
6"J W "�lb ,y�L �h I ro Sz> \
1E �� �, j� 1D
O S�
:-
U O
nz
NW CORNER SECTION 32 DETAIL "A"
SCALE: 1 "=20'
RIGHT OF WAY LINE
N89.22'01 "E n3C
--- EX. EDGE OF PAVING —of-
0
r�
EDMUNDSON ROAD
CD
N89 22 01 E
-- --
O�rrj---
--------------
EX. EDGE OF PAVING
Cj
rn
v)
RIGHT OF WAY LINE
L
I"
"
N89022101 "E
o
. o
cn
3B
co
r U)
rrj co o
M
C 1 /4 CORNER I o Z Po
V) M
S89°55'33"E
E-W CENTER SECTION LINE 30.05'
3 Z N89.49'01 "E 3A
J S89'18'30"W
z 30.00' (R3,R4)
w
N I C,
d-
O w
04
O H
O Z
Z V
•I
IZ
C 1 /4 CORNER SECTION 32 — DETAIL "B"
SCALE: 1 "=20'
U
I
5B
w1000
1�
o 0
W
�l cnl
•co
�-
o
00
.- ,�,�
OD
O "1
1
I
1
SECTION CORNER I
AND PI
?
00'
�
J �
31 ,32
5
I
2— V' S89'07'43"E
6 / '5
SECTION LINE
N47'31'59"W 45.36'
• �'� /
ry
iy
\
�.
S47'48'57"E 45.38' (R10)
N47'31'12"W 45.18'
,O� /
j
"�
' (R6)
mod` ry
N47'40'30"W 45.30' (R2)
S4734'31 "E 45.30' (R1)
S89'42'56"E
/ 63.27' (R10) 5A
IS89.40'46"E
63.28'
53.04'
18"1 N87.35'29"E
52.85'
R2)
5D
52.79' (R6,R7)
i "
��
ZI
Z
a
l
Q
co
/��
OI
CL 1
w
of /� Bo
w
w
UJ
�n
/
14"J
5C
SW CORNER SECTION 32 — DETAIL "C"
SCALE: 1 "=20'
wl3::
O
uwi
O �
I
-EDMUNDSON ROAD
PI PER (R2)
N89'22'01 "E
_
-� ROAD CENTERLINE
S00.16'49"E 30.25' \ N25'20'23"W 35.32'
\ N25'24'24"E 35.38' (R1)
29.50' (R1)
N25'23' 0"W 35.35' (R2)
\
/31
32
\\ SOUTH RIGHT OF WAY LINE
W 1 /q.
N89.22'01 "E
CORNER /
-
— S89'55133"E
6
6A E-W CENTER SECTION LINE
U I0
S83'35'57"E 15.06'
-
0'z"
�I
10 oW
a
0 ('
I�
Z
o
W
c�
W
W 1 /4 CORNER SECTION 32 - DETAIL "D"
SCALE: 1 =20
0
N
co
CS21Z7e
DESCHUTES COUNTY SURVEYOR
F-11LJED ozZc—q mi_.°
RECORD OF SURVEY
IJ�
�
IN
FOR DAVID PRULL
'No
N89022'01 "E
o
V)
EX.
EDGE OF PAVING--
V)
__
LOCATED IN THE WEST 1/2 OF SECTION 32,
N89°22'01 "E
- �- --EDMUNDSON ROAD -
_ _
_ - - - -
TOWNSHIP 14 SOUTH, RANGE 11 EAST, W.M.,
-
--
---------------------
-
- ------r� �
DESCHUTES COUNTY, OREGON
—
EX.
EDGE OF PAVING
N89'22'01 "E 333.33'
S00021'22"W 16.70'
S00020'18"W 12.59'
''— 4.7'
S89'55'33"E 333.29'
E—W CENTER SECTION LINE
FOUND 1/2" IRON ROD,
CW 1 /16TH
NO CAP PER (R1) BEARS
CORNER
N19'26'14"E 4.62' FROM
THE CW 1 /16TH CORNER,
THAT PORTION OF THE
I
NOT HELD
El/2 El/2 SW1 /4 NW1 /4
OF SEC. 32 LYING SOUTH
m
x
OF EDMUNDSON ROAD
m
z
m
14
SCALE: 1 "= 60,
Zo�
W
E 1/2 NE 1/4 NW 1/4 SW 1/4
N�
N
�
cfl
c�
N
W
O
O
Z')
CO
N
37.4
O
Z
p
REGISTERED
OF IONAL
F//trNAN
00
ND
SU VEYOR
I
MoyR12, 20 0
DIRKS 69 DUs YEE
RENEWS: 12/31 /25
— .
. N89'43'50"W 333.16'
..— _ — _
— —
TITLE: RECORD OF SURVEY
SUBJECT PROPERTY DETAIL
CLEARWATER ENGINEERING GROUP, LLC
/
SCALE: 1 "=60'
JOB NO: 3226 - DAVID PRULL
SCALE: 1 "=400'
BY: P.A.T.
DATE: 03-06-2024
r-3226—Prull bdr—topo.dwg
Y
SHEET: 3 OF 3
725 NW HILL, BEND, OR
97703 541-389-6959
R
N
-%j
co