HomeMy WebLinkAboutSurvey 21546BOUNDARY SURVEY OR A TRACT OR LAND LOCATED IN THE W112
OF SECTION 6, T16S, R.13E, W.M., DESCHUTES COUNTY, OREGON
W. 0. 25 - 6292
SUR VEY FOR SURVEY BY
DAVID D AND DEBRA L VERNAM TRUST ARMSTRONG SURVEYING, INC. 0
6662 SOUTH HWY 97 267 NE SECOND ST. STE. 100
REDMOND, OR 97756 PRINEVILLE, OR 97754
(541) 923-7670 (541) 447-7791 DETAIL A
-NOT TO SCALE-
T* T /Y T-1 I T T
SET 5/8" x 30" LONG IRON ROD WITH YELLOW PLASTIC CAP MARKED "ARMSTRONG SURVEYING".
0 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "WHPACIFIC" ORIGIN UNKNOWN.
Q FOUND 1-1/2- IRON PIPE AS SHOWN ON C.S. 02070, PARTITION PLAT 1990-44 BY ROBERT
R. POVEY, LS 01652, DATE FILED SEPTEMBER 7, 1990.
Q FOUND 1" IRON PIPE AS SHOWN ON C.S. 02070, PARTITION PLAT 1990-44 BY ROBERT R.
POVEY, LS 01652, DATE FILED SEPTEMBER 7, 1990. NOT HELD
Q FOUND 2" BRASS CAP AS SHOWN ON C.S. 02070, PARTITION PLAT 1990-44 BY ROBERT R.
POVEY, LS 01652, DATE FILED SEPTEMBER 7, 1990.
O FOUND 3" ALUMINUM CAP STAMPED "OREGON DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY"
AS PER C.S. 11407 BY ROBERT E. BAXTER, LS 2041 DATE FILED MARCH 11, 1993.
O FOUND 5/8" IRON ROD, CAP MISSING AS PER C.S. 11407 BY ROBERT E. BAXTER, LS 2041
DATE FILED MARCH 11, 1993
t0 FOUND 3-1/4" BRASS CAP AS PER OREGON CORNER RESTORATION RECORD FORM BY W.C.
KAUFFMAN, LS 1031, DATED SEPTEMBER 14, 1995. OCRR 1311
e FOUND 1 /2" IRON PIPE WITH YELLOW PLASTIC CAP MARKED "POVEY & ASSOC." AS PER
PARTITION PLAT 1990-44 C.S. 02070 BY ROBERT R. POVEY, LS 1652, FILED SEPTEMBER 7,
1990.
FOUND 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "KARL" AS PER C.S. 12741 BY
RUSSELL M. KARL JR, LS 2257, DATE FILED OCTOBER 23, 1996.
0• FOUND STONE WITH CONCRETE MARKED "S.W." TIED ON THE PERIOD BETWEEN THE S AND W,
AS SHOWN ON C.S. 12741 BY RUSSELL M. KARL JR. LS 2257, DATE FILED OCTOBER 23,
1996.
0 FOUND 1" IRON PIPE AS PER C.S. 02069 BY E.G. MANSFIELD, LS 10 DATE FILED SEPTEMBER
19, 1973.
® FOUND 1/2" IRON ROD AS PER C.S. 02068 BY E.G. MANSFIELD, LS 10 DATE FILED JANUARY
22, 1968.
1() RECORD AS PER GENERAL LAND OFFICE CONTRACT NO. 138, SURVEY BY JOHN H. MCCLUNG,
DEPUTY SURVEYOR DATED AUGUST 20, 1870.
2O RECORD AS PER C.S. 02068 BY E.G. MANSFIELD, LS 10 DATE FILED JANUARY 22, 1968.
3( RECORD AS PER C.S. 02069 BY E.G. MANSFIELD, LS 10 DATE FILED SEPTEMBER 19, 1973.
MOST OF THE MAP IS NOT LEGIBLE.
4O RECORD AS PER C.S. 02072 BY E.G. MANSFIELD, LS 10 DATE FILED OCTOBER 30, 1973.
5() RECORD AS PER C.S. 02070, PARTITION PLAT 1990-44 BY ROBERT R. POVEY, LS 01652, DATE
FILED SEPTEMBER 7, 1990.
6( RECORD AS PER C.S. 05033 BY RAYMOND E. OMAN, LS 702 DATE FILED OCTOBER 23, 1991.
7( RECORD AS PER C.S. 11372 BY MICHAEL W. TYE, LS 1046, DATE FILED FEBRUARY 8, 1993.
8() RECORD AS PER C.S. 11407 BY ROBERT E. BAXTER, LS 2041 DATE FILED MARCH 11, 1993.
9O RECORD AS PER C.S. 12741 BY RUSSELL M. KARL JR, LS 2257, DATE FILED OCTOBER 23,
1996.
CNS COMPUTED NOT SET
-o---O-- EXISTING FENCE
O CORNER IDENTIFICATION NUMBER
SURVEYOR',S' CERTIFICA TE
T.
T.
1 4
S6
I, TODD R. CATTERSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, ON THE BASIS OF
MY KNOWLEDGE, INFORMATION AND BELIEF, CERTIFY TO DAVID D AND DEBRA L VERNAM TRUST THAT AS A RESULT OF
A SURVEY MADE ON THE GROUND TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS
PRACTICING IN OREGON, I HAVE FOUND OR SET THE MONUMENTS AS SHOWN HEREON AND HAVE PREPARED THIS MAP
AND NARRATIVE TO REPRESENT SAID SURVEY.
SURVEY NARRATIVE
WE WERE EMPLOYED BY DAVID D AND DEBRA L VERNAM TRUST TO COMPLETE A BOUNDARY SURVEY OF THEIR
PROPERTY. SUBJECT PROPERTY HAD BEEN PREVIOUSLY SURVEYED DURING CS 02069. SEARCH IN THE FIELD DID NOT
RECOVER, NOR DID I HOLD ANY OF THE CORNERS SET AROUND SAID SURVEY. THE SOUTHEAST CORNER OF SUBJECT
PROPERTY IS ALSO THE CS1/16 CORNER OF SECTION 6. I SET SAID CORNER AT THE MID POINT BETWEEN THE
FOUND CENTER ONE -QUARTER CORNER AND FOUND SOUTH ONE -QUARTER CORNER OF SECTION 6. 1 SET THE
SOUTHWEST CORNER OF SUBJECT PROPERTY AT THE INTERSECTION OF A LINE BETWEEN SAID SOUTHEAST CORNER AND
CORNER LOCATION 1 WITH THE EAST RIGHT-OF-WAY LINE OF HWY 97 AS SURVEYED BETWEEN CORNER LOCATIONS 2
AND 3. 1 SET THE NORTHWEST CORNER OF SUBJECT PROPERTY AT THE INTERSECTION OF THE NORTH LINE OF
SECTION 6 WITH THE EAST RIGHT-OF-WAY OF HWY 97 AS SURVEYED BETWEEN CORNER LOCATIONS 4 AND 5. 1 DID
NOT SET THE NORTHEAST CORNER AND JUST COMPUTED ITS LOCATION AS AN EXTENSION OF THE LINE BETWEEN THE
CENTER ONE -QUARTER CORNER AND THE FOUND 1-1/2- IRON PIPE WITH THE NORTH LINE OF SECTION 6. SUBJECT
PROPERTY HAS A FENCE ENCROACHMENT ON TO THE PROPERTY LOCATED TO THE EAST AS SHOWN. THIS SURVEY WAS
PERFORMED USING A TRIMBLE R12 GPS SYSTEM IN RTK MODE.
.O ram•
S89'3445"E
158.96'
•
N87'33' 13"E - 37.13 S89' 14'29"E
127.10'
FENCE LIES 9.6' 9(S89'55'03"E)
SOUTH OF BOUNDARY 9(127.30')
CORNER REFERENCE TABLE
CORNER
BEARING
DISTANCE
DESCRIPTION
CS1/16
N73'52'50"E
19.41'
SET A 5/8"X30" LONG IRON ROD STAMPED RM1
S6
N73'34'42"W
22.55'
SET A 5/8"X30" LONG IRON ROD STAMPED RM2
N1/4 S6 N89'34'45"E
CNS r
N00'05'25"E
8.33'
N89'54 19 E
405.08'
FENCE LIES 8.7'
SOUTH OF BOUNDARY
1296.73'
700,
7 `
/
� 00
h h�(Y'
0
N29'08'57"'
=ryo
N
136.30' 1
C�
o=
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CNS
f ®t
IN
N1/4
S6
%!
SEE
w
DETAIL A
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ho.
1-1
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N N O
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to
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�.
O N OCo
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C 1 /4
S6
rDETAIL EE
C
�S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
L
OREGO\
AN. 15, 2002
TODDR.
CATTERSON
W270
tZ�Nl�ws ttd 3r/z� J
DAVID D AND DEBRA L
VERNAM TRUST
INSTRUMENT 2009-5457
! 23.14 ACf
l
O pw
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rn
ryo
00 0) L0 O .o`�y> 7 �TN
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06
1
7S0,
SEE CORNER
f REFERENCE TABLE
4(S88'56 30 E 1098.72)
S88'55'22"E N29'28'54"E 3(1098.720')
169.23' 9.37' 1074.02'
CS1/16
j N29' 14'46"E S88'55'22"E - 1243.25' TOTAL
109.28' FENCE LIE 8.0' 5(N89'03'40"W - 1243.29')
NORTH OF BOUNDARY
DETAIL B FENCE LIES 6.8'
NORTH OF BOUNDARY N _
a, to m cfl
O T- It It �
rn
mod` O
DETAIL B p, i M
?ryo° -NOT TO SCALE-
1/4
BASIS OF BEARINGS
BEARINGS ARE BASED ON GPS SURVEY
MEASUREMENTS USING THE WGS 1984 ELLIPSOID AND
A TRANSVERSE MERCATOR MAPPING PROJECTION WITH
THE FOLLOWING PARAMETERS:
ORIGIN OF LATITUDE = 44' 13'06.83392"N
ORIGIN OF LONGITUDE = 121' 12'50.38249"W
SCALE FACTOR = 1.0001456250
99A167
N �
67 496 v-
9(S89'44'00"W)
4
519ss 72 J �J
6(N89'29'33"W)
5(S89'43'04"E - 2626.31')
3
3(N89'52'27.5"E)
2(S89'44'W)
1(WEST - 40.00 CHS.)
-
S89'34'45"E - 2626.42' TOTAL
N89'54' 19"E
405.08'
OOON�
oo w (o to
to N N N
W
ww3
W-to -
toato
N n N
OOO
ocvn(nz
FENCE LIES 234.8'
EAST OF BOUNDARY
DETAIL C -
NOT TO SCALE- l.,
NOT HELD
Lu
N '� r
0 00 00
ON�N
C1/ 2 t?�
S
FENCE LIES 300.8'
EAST OF BOUNDARY
FENCE LIES 200.4'
EAST OF BOUNDARY
1 " = 200'
Q 200 0 200
40 0 100.
APRIL 16, 2025
S32 T.15S.
T.16S.
S6
DESCHUT'ES COUNTY SURVEYOR
- lI? .-2v 25 . Cvl� � n
FILED 6Y.
L1 ,
surveying, Inc. - established 1977
SHEET 1 OF 1
DRG. NO. 25-6292.DWG
W 0. 2 5 - 6,292
CS215as