HomeMy WebLinkAboutSurvey 21561FOUND
MONUMENTS TABLE
POINT NO.
DESCRIPTION
101
5/8"
IRON
ROD,
DOWN 0.3% (2)
102
1 /2"
IRON
ROD,
(5)
103
BENT
5/8"
IRON
ROD, DOWN 0.2', (5)
104
1 /2"
IRON
ROD
DOWN 0.2', (5)
106
5/8"
IRON
ROD
W/YPC MARKED "BAXTER SURVEYING"
(1)
107
5/8"
IRON
ROD
W/YPC MARKED "BAXTER SURVEYING"
(1)
108
5/8"
IRON
ROD
W/YPC MARKED "BAXTER SURVEYING"
UP 0.1' (1)
125
5/8"
IRON
ROD
W/YPC MARKED "SCE&S", DOWN 1.0%
(4)
128
1 /2"
IRON
ROD,
(5)
129
1 /2"
IRON
ROD,
(5)
130
5/8"
IRON
ROD
WITH ILLEGIBLE YPC, DOWN 0.3', (6)
MONUMENT LIES
S87"41'03"E 0.57'
125 FROM RIGHT-OF-WAY
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30 '(9)
30.65'
CA N
0 131
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S89`41'03"E 30.621 :
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(30.62')(6)(8) 1
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FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
131
5/8"
IRON
ROD,
(6)
132
5/8"
IRON
ROD
WITH ILLEGIBLE YPC, DOWN 0.5', (2)
133
5/8"
IRON
ROD
W/YPC MARKED "HIGH DESERT ENG." LS NO. WAS ILLEGIBLE, DOWN 0.8', (2)
134
5/8"
IRON
ROD,
DOWN 1.0', (2)
138
BENT
1 /2"
IRON
ROD TIED POE DOWN 0.3', (2)
N00° 18'57"E 459.13'
(N00' 1 1' 18"E 457.96')(5)
*BENT MONUMENTS WERE TIED AT POINT OF ENTRY
LOT 11
N89"30'01 "W 304.1 1'
10.00' (N89`35'29"W 304.90')(5)
RIGHT-OF-WAY DEDICATION
PER INST. NO. 2025-01351
LOT 10
(S89-34'46"E 305.62')(10)
(N89`35'29"W 305.75')(5)
S89°29'01 "E 305.04'
MONUMENT LIES
N89`29'01 "W 0.29'
FROM CALCULATED CORNER
a, " HELD FOR NORTHING ONLY
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W00 W
LOT 9
00
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MONUMENT LIES
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-JW
N89'26'57"W 0.46'
(S89`34' 12"E
306.64')(10)
O .
0 �
E- T:
FROM CALCULATED
(N89'35'29"W
306.61')(1)
CORNER HELD FOR
(N89"35'29'W
306.60')(5)
J U N I P E R H AV E N `
o
_ NORTHING ONLY
N89`2657"W 306.13'
A V E
104 152.86'
106
Q W (153.30')(1)
_ I w I LOT 8
TAXLOT 181203DD03100
I
COORDINATE POSITION OF THE
SURVEY REFERENCES: EAST 1/16 CORNER PER (8)
N Ln O
L in
O O O
^ W W
(DNN'
N N
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oop
000
000
z cn 0
153.26'
(153.30')(1)
TAXLOT 181203DD03000
128
129
r.
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(1)
RECORD
DATA
PER
CS18261
BY
ROBERT E. BAXTER, FILED MAY 4, 2011.
(2)
RECORD
DATA
PER
CS06518
BY
GEORGE J. COOK, FILED NOVEMBER 17, 1971
(3)
RECORD
DATA
PER
CS17619
BY
PETER A. MANLEY, FILED JANUARY 11, 2008
(4)
RECORD
DATA
PER
CS18085
BY
JAMES R. TYE, FILED DECEMBER 18, 2009
(5)
RECORD
DATA
PER
CS06506
BY
GEORGE J. COOK, FILED JULY 15, 1970
(6)
RECORD
DATA
PER
CS09228
BY
H. LEON KENNEDY, FILED AUGUST 1, 1977
(7)
RECORD
DATA
PER
CS06519
BY
GEORGE J. COOK, FILED OCTOBER 30, 1971
(8)
RECORD
DATA
PER
CS18497
BY
DAVID R. WILLIAMS, FILED MARCH 4, 2013
(9)
RECORD
DATA
PER
WARRANTY
DEED RECORDED IN VOL. 130, PG. 324 DESCHUTES COUNTY DEED RECORDS
(10)
RECORD
DATA
PER
CS17306
BY
KEVIN JAMES BLAKLEY, FILED APRIL 30, 2007
(1 1)
RECORD
DATA
PER
RIGHT-OF-WAY
DEDICATION DEED 2025-01351 2467801_ROS.d
WE
N00"00'30"W 329.98'
(N00°06'22"W 330.00') (2)
(S00"06'22"E 330.00') (5)
RECORD OF SURVEY
LOTS 9 & 10, BLOCK 1, PLAT OF DALY ESTATES AND LOTS 19 & 20,
REPLAT OF LOT 14, BLOCK 1, DALY ESTATES
LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 3,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE W.M.
CITY OF BEND, DESCHUTES COUNTY, OREGON
JUNE 2025
138
1
N00`00'28"E 790.55'
(N00°06'22"W 790.5S)(2)
I
N89"26'06"W 298.34'
(N89°35'29"W 298.06')(2)
LOT 19
LOT 18
(S89.33' 15"E 298.30') (10)
(N89°35'29"W 298.06') (2)
(298.06') (7)
N89`26'57"W 298.29'
LOT 20
(S89°34'12"E 298.10')(10)
(298.06')(7)
(N89`35'29"W 298.06')(1)
N89`27'49"Wmh, 298.09'
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148.99' qo'108 149.10' 101
(149.03')(1) (149.03')(1)
(148.06')(7) (150 )(7) I
TAXLOT 181203DD02900 LOT 21 TXLOT 181203DD02800
I
50' 0 25' 50' 100,
SCALE: 1" = 50'
I
S8939'48"E
60.00'
r-.
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60.00'
S89`5 '4 40"W
I
132
I
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DESCHUTES COUNTY SURVEYOR
FlLED D6 � Zozs BY: o l�r �1s
SURVEY NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO RETRACE LOTS 9 & 10, BLOCK 1
PER THE PLAT OF DALY ESTATES AND LOTS 19 & 20 PER REPLAT OF LOT
14, BLOCK I, DALY ESTATES AND MONUMENT ANY MISSING CORNERS.
THE WEST LINE OF THE SE1/4 OF THE SE1/4 OF SECTION 3 WAS
CALCULATED BY HOLDING THE COORDINATE POSITION OF THE EAST 1/16
CORNER OF SAID SECTION 3 PER REFERENCE (8) THROUGH A POINT
30.62' EAST AND PERPENDICULAR TO FOUND MONUMENT 131 PER
REFERENCES (6) & (8). SAID CALCULATED LINE, AND THE NORTH
EXTENSION THEREOF, WAS OFFSET 30.00' EAST PER REFERENCE (9) TO
ESTABLISH THE EAST RIGHT-OF-WAY LINE OF PETTIGREW ROAD.
DURING THE COURSE OF THIS SURVEY, A RIGHT OF WAY DEDICATION DEED
WAS RECORDED ON JANUARY 21, 2025 AS INSTRUMENT NUMBER
2025-01351. THE PURPOSE OF THIS SURVEY WAS NOT TO RETRACE OR
MONUMENT SAID RIGHT OF WAY DEDICATION DEED, RATHER THE
CONTROLLING CORNERS OF THE IDENTIFIED LOTS. SAID RIGHT OF WAY
DEDICATION IS SHOWN HEREON FOR REFERENCE.
THE SOUTHWEST CORNER OF LOT 9, DALY ESTATES WAS CALCULATED BY
HOLDING THE BEARING BETWEEN FOUND MONUMENTS 104 & 107 AND ITS
INTERSECTION WITH THE ABOVE DESCRIBED EAST RIGHT-OF-WAY LINE OF
PETTIGREW ROAD. NO MONUMENT WAS SET GIVEN THE CLOSE PROXIMITY
TO AN EXISTING MONUMENT THAT REFERENCES THE CALCULATED POSITION.
THE NORTHWEST CORNER OF SAID LOT 9 WAS CALCULATED BY HOLDING
THE BEARING BETWEEN FOUND MONUMENTS 102 & 103 AND ITS
INTERSECTION WITH SAID EAST RIGHT-OF-WAY LINE OF PETTGREW ROAD.
NO MONUMENT WAS SET GIVEN THE CLOSE PROXIMITY TO AN EXISTING
MONUMENT THAT REFERENCES THE CALCULATED POSITION.
THE NORTHWEST CORNER OF LOT 10, DALY ESTATES WAS CALCULATED BY
HOLDING THE RECORD DISTANCE PER REFERENCE (5) FROM THE
CALCULATED POSTION OF THE NORTHWEST CORNER OF SAID LOT 9
DESCRIBED ABOVE. NO DALY ESTATES LOT CORNERS WERE FOUND NORTH
OF THIS POINT TO ESTABLISH A PROPORTIONED POSITION.
THE RIGHT OF WAY FOR SE DALY ESTATES ROAD WAS ESTABLISHED BY
HOLDING A BEST FIT THROUGH FOUND MONUMENTS 101, 132, 133, 134 &
138, WHICH ALL AGREED VERY WELL WITH EACH OTHER. THE RECORD
RIGHT-OF-WAY WIDTH OF 60.00' WAS HELD PER REFERENCE (2).
THE SOUTHEAST CORNER AND NORTHEAST CORNER OF LOT 19, REPLAT OF
LOT 14, BLOCK I, DALY ESTATES WAS CALCULATED BY HOLDING THE
RECORD PROPORTIONATE DISTANCES PER REFERENCE (10) FROM FOUND
MONUMENT 101.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (C.O.C.S.) DERIVED FROM RTK OBSERVATIONS
UTILIZING THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND
DESCHUTES 13 TRANSFORMATION.
LEGEND:
CENTERLINE
RIGHT OF WAY
SUBJECT BOUNDARY LINE
LOT/PARCEL LINE
SECTION LINE
• FOUND MONUMENT - SEE MONUMENT TABLE
FOR DESCRIPTION
SET 5/8" X 30" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "S&F LAND SERVICES"
Q SET 1-1/8" BRASS DISC MARKED
"SF LAND SERVICES"
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