HomeMy WebLinkAboutSurvey 21256BOUNDARY SURVEY OF A PORTION OF LOT 24 OF SOUTH MORELAND
ACRES, LOCATED IN THE NW114 SWI14 OF SECTION 16, T 15S.,
R.13E, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON
W. 0. 23-6068
SURVEY FOR
GAIL M. DAVIDSON
PO BOX 10
REDMOND, OR 97756
(541) 977-3026
T Pr_ PATT)
SURVEY BY
ARMSTRONG SURVEYING, INC.
267 NE SECOND ST. STE. 100
PRINEVILLE, OR 97754
(541) 447-7791
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 "SCE&S"
AS PER PARTITION PLAT 2002-13, C.S. 14819 BY MICHAEL W. TYE,
LS 1046, FILED JANUARY 31, 2002.
e
FOUND 1 /2" IRON ROD AS PER C.S. 10936, BY JEAN WM.
HAWTHORNE, LS 454, DATED DECEMBER 17, 1963.
O
FOUND 1 /2" IRON ROD AS PER C.S. 09846, BY JEAN WM.
HAWTHORNE, LS 454, DATED AUGUST 7, 1964.
e
FOUND 1 /2" IRON PIPE WITH YELLOW PLASTIC CAP MARKED "POVEY
& ASSOC" AS PER PARTITION PLAT 1996-47, C.S. 12734 BY ROBERT
O
R. POVEY, LS 1652 FILED OCTOBER 17, 1996.
z
FOUND 3/4" IRON PIPE AS PER C.S. 10938, BY E.G. MANSFIELD, LS
U
10, DATED MAY 1, 1973.
O
FOUND 1 /2" IRON PIPE AS PER C.S. 10938, BY E.G. MANSFIELD, LS
10, DATED MAY 1, 1973.
FOUND 1 /2" IRON PIPE AS PER C.S. 09835 BY ROBERT R, POVEY,
LS 1652, FILED MAY 30, 1979
86.66'
1(86.66')
I
105.00'
1,5(105.00')
6,7,8,9(N89'33' 11 "E)
N89'36'51 "E - 468.72'
JUNIPER AVENUE
103.50'
5(103.50')
FOUND 1 /2" IRON PIPE AS PER PARTITION PLAT 2008-7, C.S. 17651
BY ROBERT R, POVEY, LS 1652, FILED FEBRUARY 14, 2008
Z
1()
RECORD AS PER C.S. 10936, BY JEAN WM. HAWTHORNE, LS 454,
C
DATED DECEMBER 17, 1963.
I
m
2()
RECORD AS PER C.S. 09846, BY JEAN WM. HAWTHORNE, LS 454,
I
ON
O
DATED AUGUST 7, 1964.
o = 0.51DAVIC
0.51 AC
in I-
m
3()
RECORD AS PER C.S. 10938, BY E.G. MANSFIELD, LS 10, DATED MAY
`- 0
oo
1, 1973.
v
1
z v-
4()
RECORD AS PER C.S. 09838 BY ROBERT DAVENPORT, LS 971 DATED
PG
0
FEBRUARY 2, 1976.
�tk
5()
RECORD AS PER C.S. 09835 BY ROBERT R, POVEY, LS 1652, FILED
MAY 30, 1979
UJ
6()
RECORD AS PER PARTITION PLAT 1996-47, C.S. 12734 BY ROBERT
`�GJ
C° rn
M
R. POVEY, LS 1652, FILED OCTOBER 17, 1996.
Lo Lo
N
7()
RECORD AS PER PARTITION PLAT 1999-23, C.S. 13668, BY JOEL G.
_
N o
0
SMITH, LS 2355, FILED JUNE 7, 1999.
q
V)
00
I �
8()
RECORD AS PER PARTITION PLAT 2002-13, C.S. 14819 BY MICHAEL
W. TYE, LS 1046, FILED JANUARY 31, 2002.
00 m
9()
RECORD AS PER PARTITION PLAT 2008-7, C.S. 17651 BY ROBERT R,
0
..
POVEY, LS 1652, FILED FEBRUARY 14, 2008.
o `V
o 04 � o PARCEL 1
CNS
COMPUTED NOT SET
2 112.35'
( )
z
75.11'
— m N a? P.P. 2002-13
0 1 N 4 o� -NOT A PART-
112.14'
o-�-o Co '4
SFNF
SEARCHED FOR NOT FOUND
30
S89'33'00"W
- 187.25'
S89'38'29"W N � Co
1D
CORNER IDENTIFICATION NUMBER
3(N89'47'46"E
- 187.18')
IN89-47'46"E)
—o--
EXISTING FENCE
3,14,5(30.00')
I—
=IW
SURVEYOR'S
CERTIF'ICA TE
° F_
lo
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 GAIL M. DAVIDSON 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.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
F
OREGON
AN. 15, 2002
R. CATTERSON
W270
oEjvFw s ILt3f/tr
9(N89'31'44"E)
9(25.92')
S89'37'20"W
277.06'
25.82'
CNS 51.78' CNS
51.-) CNS
70.00'
SFNF 8(51.78') SFNF
8(51 78') SFNF
9(70.00')
M
M
jl
II
T-6IY
II
Now
woof
II
N0Oof
JNa
JNa
JNa
JNa
w
Q�o
w
w
w
az0
aZ0
aZ0
aZ0
z
�I
z
�I
z
�I
z
ril
1 " = 40'
AA4 0 40
8 0 20
DECEMBER 22, 2023
SURVEY NARRA TI VE
9(N89'36'34"E - 111.18')
6(N89'33' 1 1 "E - 1 1 1.07')
S89'35'33"W - 111.20'
PARCEL 1
P.P. NO. 1996-47
-NOT A PART -
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' 16'03.75405"N
ORIGIN OF LONGITUDE = 121'1 1'19.70521 "W
SCALE FACTOR = 1.000000000
WE WERE EMPLOYED BY GAIL M. DAVIDSON TO COMPLETE A BOUNDARY SURVEY OF HER PROPERTY DESCRIBED AS THE
EAST 105 FEET OF LOT 24 OF SOUTH MORELAND ACRES. SEARCH IN THE FIELD RECOVERED THE SOUTHEAST CORNER
OF SUBJECT PROPERTY AND I HELD IT AS FOUND. I RESET THE NORTHEAST AND NORTHWEST PROPERTY CORNERS AT
RECORD DIMENSIONS BETWEEN CORNER LOCATIONS 4 AND 5. THIS LINE MEASURED THE EXACT DISTANCE TO GIVE ALL
OF THE TRACTS OF LAND ALONG SAID LINE THEIR FULL MEASUREMENT. I RESET THE SOUTHWEST CORNER OF
SUBJECT PROPERTY ALONG A LINE BETWEEN CORNER LOCATIONS 1, 2 AND 3 A FULL DISTANCE OF 105 FEET FROM
CORNER LOCATION 1. THE TRACTS OF LAND LYING WEST OF SUBJECT PROPERTY HAVE A DEED EXCEPTION CALL OF
105 FEET FOR SUBJECT PROPERTY SO I GAVE SUBJECT PROPERTY FULL MEASUREMENT AS THEY HAVE THE SENIOR
LINE. THIS SURVEY WAS PERFORMED USING A TRIMBLE R12 GPS SYSTEM IN RTK MODE.
DES"UM COUNT Y SuRvEyon'i,
Y
FILED
V • q /Z y.Co
I Eff SIT IMM ONG
surveying, Inc. - established 1977
SHEET 1 OF 1
DRG. NO. 23-6068.DWG
W. 0. 28 —6068
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