HomeMy WebLinkAboutSurvey 21425TOWN DRIVE
j S89056'20"E 77.76'
N89'56'38"W 77.74' (R2)
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LO Of
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o LOT 389 c600
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w ACADIA POINTS, M w
a, PHASES I AND II (D2) � co
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00 AREA BEFORE: 8,742 SF 0 o
OLD PROPERTY LINE 3 �: AREA AFTER: 8024 SF z
z � (VACANT LOT)
N69'44'20"W 35.41'
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N82'33 39PW TY LINE co
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LOT 63, � N (R1-1
YARDLEY ESTATES, 2'R3)
PHASE III u o V
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Z LOT 64, YARDLEY ESTATES,
PHASE III (D1)
(PARCEL #1) h
AREA BEFORE: 10,751 SF �cy). O° 60
N 14'07' 07"E 9.9 8' AREA AFTER: 11,369 SF
N14'09'49"E 10.00' (R1)
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5/8" REBAR CS N6se94' (R 'cl
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WITH NO CAP 32r 3�w V
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SCALE: 1 "= 30'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
13.79'
240.00'
6.90'
N23'02'29"E
13.79'
3017'32"
C1(R1)
13.71'
240.00'
N22'32'33"W
13.71'
3*16'25"
C2
7.02'
240.00'
3.51'
N20'41'43"E
7.02'
1'40'30"
C2(R2)
7.15'
240.00'
N20'02'11 "E
7.15'
1'42'24"
C3
9.68'
150.00'
4.84'
S17014'30"W
9.68'
3'41'54"
C4
40.52'
150.00'
20.38'
N07'39'14"E
40.40'
15028'38"
C5
52.28'
300.00'
26.21'
N70'4258"W
52.21'
9'59'05"
C5(R1)
52.44'
300.00'
N70'49'43"W
52.38'
10*00'57"
C6
50.20'
150.00'
25.34'
N09'30'11"E
49.97'
19*10'32"
C6(R2)
50.03'
150.00'
N9'37'42"E
49.80'
19'06'33"
NAIL/WASHER
MARKED "HWA"
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NEW DEED REFERENCE:
A NEW DEED PERFECTING THIS PROPERTY LINE ADJUSTMENT HAS
BEEN RECORDED OCTOBER 31 2024, IN BOOK 2024, PAGE 28647,
DESCHUTES COUNTY OFFICIAL RECORDS.
PROPERTY LINE ADJUSTMENT
FOR
LOT 64, YARDLEY ESTATES,
PHASE III AND
LOT 38, ACADIA POINTE,
PHASE I AND 11
CITY OF BEND PROJECT NO. PLPLAM20240330
LOCATED IN THE NW 1 /4 OF THE NE 1 /4 OF SECTION 21,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
LEGEND
• FOUND 5/8" REBAR WITH YELLOW
PLASTIC CAP STAMPED "HWA"
UNLESS NOTED OTHERWISE
0 SET 5/8" REBAR WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
UNLESS NOTED OTHERWISE
Q NOT SET, SEE NARRATIVE
(R1) YARDLEY ESTATES PHASE III , BY PETER A. MANLEY,
PLS 2214, FILED 3/29/2004, CS15820
(R2) ACADIA POINTE, PHASES I AND II , BY PATRICK GAGE COLE,
PLS 79157, FILED 1 /10/2023, CS21007
(R3) LL 19-0354, BY BENJAMIN J. HRON, PLS 92723,
FILED 11 /25/2019, CS20064
(D1) WARRANTY DEED, 2009-21373
FILED 5/22/2009
(D2) NO DEED -DEVELOPER CURRENT OWNER
SURVEYOR'S NARRATIVE:
WE WERE HIRED BY CLAUDE SIMMONS TO PERFORM A PROPERTY
LINE ADJUSTMENT WITH HIS LOT 64 OF YARDLEY ESTATES, PHASE
III (R1) AND LOT 38 OF ACADIA POINTE PHASES I AND II (R1).
THE NEW PROPERTY LINE WAS SET WITH A 5/8" REBAR AND
YELLOW CAP MARKED TYE ENGINEERING AS SHOWN. ALL
EXISTING MONUMENTS WERE FOUND IN GOOD CONDITION AND FIT
WELL WITH RECORD MEASUREMENTS EXCEPT THE ANGLE POINT ON
THE WEST LINE OF LOT 64 WAS MISSING. THIS POINT WAS NOT
RESET DUE A BUSH IN THIS LOCATION. IT WAS CALCULATED
FROM A LINE AT THE NORTHWESTERLY CORNER OF SAID LOT 64
TO THE SOUTHWESTERLY CORNER SAID LOT 64 AND SCALED AND
ROTATED TO FIT THE FOUND POSITIONS. NO UNUSUAL
CIRCUMSTANCES WERE FOUND DURING THE COURSE OF THE
SURVEY.
BASIS OF 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 SP80 SPECTRA
PRECISION 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.
RENEWS: 12/31 /25
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N
CS 21425 3263 Simmons PLA Sierra Dr FINAL_8-28-2024.dwg