HomeMy WebLinkAboutSurvey 20813is
it,
2.
N62'28'38"W 17.11'
3/8" BOLT
X X O
X X
X X
DETAIL
SCALE: 1 "=50' X X
S89'53'40"W 1096.74'
BOUNDARY SURVEY
FOR PORTION OF LOT 144,
RIVER BEND ESTATES
LOCATED IN THE NW 1 /4 OF SECTION 24,
TOWNSHIP 18 SOUTH, RANGE 11 EA.ST, W.M.,
DESCHUTES COUNTY, OREGON
N89053'40"E 2661.83'
N89'49'00"W 2661.90' (R2)
N89'53'31 "W 2661.84' (R3)
N89'53'40"E 1938.60'
N89'38'38"E 1936.94' (R1)
N 89'53' 40"E 841.86'
N89'38'38"E 841.86' (D1,D3)
PORTION OF LOT 1449
RIVER BEND ESTATES PORTION OF LOT 144,
(D2) C4 X RIVER BEND ESTATES
WEST 1070.26' (R1) 12 C D 1) L2�
N 89 53 08 E 1071.71-
BUCK CANYON _ROAD
14 N89'58'15"W 913.71SOO-28'06"E _ 5
52.84' C5
O�
60
LOOf
loll]�lip► i 1
00
MON.
MONUMENT DESCRIPTION
1
SECTION CORNER 2-1 /2" B.L.M. BRASS CAP
2
CALCULATED POSI1ON
3
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING-
4
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING-
5
5/8" REBAR, YELLOW PLASTIC CAP MARKED "W&H PACIFIC-
6
1/2" IRON PIPE
7
3/4" IRON PIPE
8
3/4" IRON PIPE
9
3/4" IRON PIPE
10
3/4" IRON PIPE
11
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
12
3/4" IRON PIPE
13
3/4" IRON PIPE
14
3/4" IRON PIPE
15
3/4" IRON PIPE
16
3/4" IRON PIPE
C2 L
ol
N47'35'23"W 20.09'
N89'48'08"E 17.51'
1" IRON PIPE
I , S87'15'45"E 4.15'
X X X X
EX. FENCE
5/8" REBAR WITH YPC
MARKED "HWA"(R3)
X
DETAIL-Z
SCALE: 1 "=50'
x
CHUTES COUNT' VN0
0 '(,olIin's
D 0� l7 Z Z 2 Y.
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) RIVER BEND ESTATES, BY ARTHUR G. SHERMAN,
FILED 11/9/1961, CS09305
(R2) MJP 92-002 (1992-39), BY LYNN J. BRUNO, PLS
02335, FILED 8/20/1992, CS11201
(R3) RIVERRIM P.U.D. PHASE 3, BY PETER A. MANLEY,
PLS 02214, FILED 12/16/2003, CS15680
13 (D1) WARRANTY DEED 003-22677
DATED: 4/07/2 03
4 5 DESCHUTES COUNTY OFFICIAL RECORDS
(TAXLOT: 181124B000100)
S89'53'40"W 607.35'
24 (D2) STATUTORY WARRANTY DEED 2019--14176
DATED: 5/03/2019
DESCHUTES COUNTY OFFICIAL RECORDS
J ' (TAXLOT. 1811246000200)
Ee
®
SCALE: 1 "=200'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
607.40'
311.98'
458.63'
S76'48'00'W
515.91'
111'32'58"
C1(R1)
600.92'
311.98'
448.55'
110*21'39"
C1(D1,D3)
600.92'
311.98'
110*21'39"
C2
250.97'
750.00'
126.67'
N76*11'47"W
249.80'
19'10'21"
C2(D1,D3)
250.97'
750.00'
19*10'21"
C3
23.55'
15.00'
14.99'
N68'12'17'E
21.21'
89'57'59"
C3(D1,R1)
23.56'
15.00'
15.00'
90'00'00"
C4
48.54'
750.00'
24.28'
N87'38'12"W
48.53'
3'42'30"
C5
299.51'
750.00'
151.78'
N78'03'02"W
297.52'
22'52'51"
C5(R1)
297.81'
750.00'
150.98'
1
22'45'04Is
LINE TABLE
LINE
LENGTH
DIRECTION
L1
73.24'
N67'00'21 "W
L1(R1,D1,D3)
72.99'
N67'14'56"W
L2
26.78'
N23'15'47"E
L2(R1,D1,D3)
27.00'
N22'45'04"E
L3
235.83'
N00'45'36"W
L3(R1,D1,D3)
249.90'
N00'21'22"W
L4
296.34'
N00*28'14"W
L4(D1,D3)
299.58'
N00'21'22"W
L5
52.91'
N00'10'37"W
L5(R1)
50.00'
N00'21'22"W
L6
115.88'
S89'53'40"W
L6(R1)
112.80'
N89'38'38"E
(D3) MEMORANDUM OF LAND SALE CONTRACT,
DOCUMENT 1975-2160538
HISTORIC BOOK-PAGE:216-538
RECORDED: 1/1 /1975
LOCATION NUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET THE MISSING MONUMENTS OF THAT
PROPERTY DESCRIBED IN WARRANTY DEED DOCUMENT 2003-22677(D1),
DESCHUTES COUNTY OFFICIAL RECORDS. THIS PROPERTY IS A PORTION OF LOT
144 OF RIVER BEND ESTATES (R1). WE FOUND ALL OF THE RIGHT OF WAY
MONUMENTS ALONG BUCK CANYON ROAD AND HELD THE RECORD RADII AND
LENGTHS VARIED SLIGHTLY FROM PLAT. FOR THE SOUTHWEST CORNER AT
LOCATION 11 WE HELD THE RECORD RADIUS OF 750.00 FEET BETWEEN
LOCATION 10 AND 12 AND HELD RECORD CURVE LENGTH PER THE DEED (D1)
OF 250.97 FEET. FROM LOCATION 11 WE WENT NORTH AT A RECORDED
BEARING (BUT CORRECTED FOR BASIS OF BEARINGS DIFFERENCES) TO
ESTABLISH THE NORTHWEST CORNER AT LOCATION 3. THE SECTION LINE IS
SOUTHERLY OF THE APPARENT PLATTED LINE OF THE SUBDIVISION. A BOLT OF
UNKNOWN ORIGIN WAS FOUND N62'28'38"W A DISTANCE OF 17.11' FROM
LOCATION 3 AND WAS NOT HELD. FROM LOCATION 3 THE DEED(D1)
DISTANCE FEET WAS HELD TO ESTABLISH THE NORTHEAST CORNER AT
LOCATION 4. IAT LOCATION 4 A 1" PIPE WAS FOUND N47'25'33"W 20.09 FEET.
FOR BEARING CORRECTION A LINE WAS USE FROM LOCATION 12 AND LOCATION
13 841. S(
BASIS OF BEARING:
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE
MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387
SISTERS, PNVL, AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES
MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS
HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
RENEWS: 12/31 /23
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