HomeMy WebLinkAboutSurvey 20814W 1 /4 CORNER
3-1 /4" ALUM. CAP
MARKED "PLS2282 2001"
OCRR 1617
16 1 15
SCALE: 1 "=100'
BOUNDARY SURVEY
LOT 39, BLOCK 20,
SECOND ADDITION TO WHISPERING PINES ESTATES
LOCATED IN THE SE 1 /4 OF SECTION 15, TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
LOT 2,
BIG SKY COUNTRY(R2)
S89'48'32"E 5256.61'(R3)
6.00' I S89`46'44"E 5256.45'
UTILITY
EASEMENT I S89'4742"E 476.16'(R2)
S89'46'44"E 476.24"
j ——219.87' — IF — T6�3T- i — j — 179.72'-
16 S89'48' 12"E 15 9 •48' "E
2 0.00' R1 S89'48'32"E S89 32
2 ( )
168.63'(R1) 180.00'(R1)
I (
—179.72'-
10 S89'4832"E 12 -
180.00'(R1)
S89`46'44"E 527.81'
LOT 37
LOT 38
BLOCK 20
( BLOCK 20
SECOND ADD. TO
I SECOND ADD. TO
WHISPERING
WHISPERING
PINES
PINES
ESTATES
ESTATES
LOT 40
BLOCK 20
SECOND ADD. TO
WHISPERING
PINES
N ESTATES
M U-)
(O
o
_
Ir� ui
3
(o In oo
a
LOT 1,
BIG SKY COUNTRY(R2)
E 1 /4 CORNER
2-1 /2"ALUM. CAP
MARKED "LS1020 1984"
S89'47'42"E 474.99'(R2) \
S89°46'44"E 475.08'
LEGEND
I • FOUND MONUMENT AS NOTED
I 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
S89'48'32"E — I — ——S89'48'32"E 15 14
180.00 (R1) 180.00 (R1)
LOT 41
I
BLOCK 20
SECOND ADD. TO
I
WHISPERING
PINES
00 ..
ESTATES
0�
N in
(10
oi
LOT 42
BLOCK 20
SECOND ADD. TO
WHISPERING
PINES
ESTATES
=
t
2 N
(0 Oco
I
t
o
0
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b
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or-
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z
z
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II
W
x
I
I
EX. FENCE
I
I
I
I I
i
x FOR LOT 40
I
MON.
MONUMENT DESCRIPTION
1
FOUND 5/8" REBAR,
NO CAP(R1)
2
FOUND 1/2" REBAR
WITH NO CAP (R1)
3
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING-
4
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING-
5
NOT FOUND AND NOT SET — CALCULATED POINT
6
FOUND 1 /2" REBAR
WITH NO CAP (R1)
7
FOUND 5/8" REBAR
WITH NO CAP (R1)
8
FOUND 1/2" REBAR
WITH NO CAP (R1)-1.09' NORTH OF LINE
9
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
10
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11
FOUND 5/8" REBAR
WITH BROKEN CAP (R2)
12
FOUND 1 /2" REBAR WITH NO CAP (R1)— NO.01'38"E 1.03' OF LINE
13
FOUND 5/8" REBAR
WITH NO CAP (R1)
14
FOUND 5/8" REBAR
WITH NO CAP (R1)
15
FOUND 5/8" REBAR
WITH ILLEGIBLE CAP (R2)
16
FOUND 1 /2" REBAR
NTH NO CAP (R1)—N00'05'23"E 0.50' OF LINE
I
OL4 L5
x
L2 �1 I
------------ - --- 24.2-2 : ---- --� I I
` '� k 4 S89'58'43"W
I/ coL2 66 94'(R1) I
LINE TABLE
LINE
LENGTH
DIRECTION
L1
40.25'
N79'09'06"W
L1(R1)
40.00'
S80-0547"E
L2
162.86'
N80'10'32"W
L2(R1)
162.64'
S80'05147"E
L3
21.29'
N68'12'34"W
L3(R1)
21.31'
S68'07'49"E
L4
180.29'
S89'58'22"E
L5
180.29'
S89'58'22"E
L6
63.49'
N68'12'34"W
L6(R1)
63.36'
S68'07'49"E
L7
121.36'
S89'53'58"W
L7(R1)
121.20'
S68'07'49"E
L8
60.79'
S20'4947"W
L9
70.61'
S10'01'14"E
180.00 (R1)
3 �g L7 �— N89'53'02"E 180.20'
0 6 � o
` SW ARID AVE o
S—
s° 0'iR,�
C /
RENEWS: 12/31 /23
(R1) SECOND ADDITION TO WHISPERING PINES ESTATES
BY THOMAS H. BURTON, PLS 00590, FILED
7/19/1968, CS10550
(R2) BIG SKY COUNTRY, BY GEORGE COLVIN, PLS 01020,
FILED 7/19/1985, CS05796
(R3) BOUNDARY SURVEY —SECTIONS 14,15,22,23,26 & 27
FOR WHISPERING PINES , BY RICHARD W. BURTON,
PLS 00842, FILED 9/30/1969, CS01814
® MONUMENT NUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ANY
MISSING MONUMENTS FOR LOT 39 OF SECOND
ADDITION TO WHISPERING PINES ESTATES, DEED
2016-4313. FOR THE NORTH LINE OF SAID LOT
WE HELD A LINE FROM THE EAST 1 /4 CORNER TO
THE WEST 1 /4 CORNER OF SECTION 15. WE THEN
PROPORTIONED THE DISTANCE FROM MONUMENTS 8
TO 12 WHILE HOLDING THE SECTION LINE. IT IS
NOTED THAT THE MONUMENTS FOR SECOND
ADDITION TO WHISPERING PINES ESTATES (R1) ARE
NORTH OF THE SECTION LINE BY ABOUT A FOOT.
FOR THE SOUTH LINE WE RETRACED A PLAT LINE
FROM MONUMENTS 1, 3 ,5 AND 6. WE ROTATED
AND SCALED THIS LINE TO FIT MEASURED LENGTHS
AND BEARINGS. WE THEN PROPORTIONED THE
SOUTHERLY WIDTHS BETWEEN LOT 39 AND LOT 40
AS SHOWN IN L4 AND L5.
THE EXISTING EASTERLY FENCE LINE WAS
SIGNIFICANTLY ENCROACHING ONTO THE PROPERTY
8'Agfgw bF BEARING:
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 TOPCON HIPER 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.
BY:_�Uil, vts
J"Z'" I o 8 1 4 -
2869—Lear—Konold PS Boundary-1-26-2022.dwg