HomeMy WebLinkAboutSurvey 211542" BRASS DISC STAMPED
"TENNESON ENG. CORP. CIS 1/16 S. 25"
CENTER SOUTH 1/16 CORNER SEC. 25
A SET IN (R8), HELD PER (R3)
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• 6• 120 18#
SCALE 1"= .0
N 24048'30" E
19.80,
S 24°48'30" W, 20.00' (R6)
S.F.N. F.
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°9�32 8"ley -
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5/8" I.R. W/Y.P.C.
MARKED "PARAMETRIX"
SET IN (R6)
HELD AS NE CORNER
DEVELOPMENT TRACT B, OUTCROP
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C2 45+90.14
45+90.21 (R7)
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RECORD SURVEYS w
(R1) RECORD OF SURVEY BY EDGAR W. GRAVES, LS 0980, DATED 12/09/1974, CS 02165 LO
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W N O LO
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(R2) RECORD OF SURVEY BY MICHAEL L. TOMPKINS, LS 2033, FILED 04/22/1991, CS 02164 o N Z p 40+89.436
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(R3) RECORD OF SURVEY BY MICHAEL W. TYE, LS 1046, FILED 03/21/1990, CS 02157 o Z
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(R4) NORTHWEST CROSSING, PHASE 5 BY BRIAN W. REEVES, LS 2677, FILED 04/1412004, CS 15848
(115) SHEVLIN PARK VILLAS BY PARNELLI J. PERKINS, LS 2699, FILED 06/30/2008, CS 17761
(R6) OUTCROP BY ANDREW N. HUSTON, LS 61407, FILED 12/0912020, CS 20391 PARCEL 1
(R7) DESCHUTES COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY DIVISION 2021-16778
SHEVLIN PARK ROAD A-11, RD 02205, SHEETS 3 & 4, DATED DECEMBER 1976
(R8) RECORD OF SURVEY BY RICHARD P. HANKINS, LS 687, FILED 0712211971, CS 02163
(9) RECORD OF SURVEY BY EDGAR W. GRAVES, LS 980, FILED 12109/1974, CS 02165
CLIENT
BLUE FERN HOMES
1.25"AXLE, UP 0.5'
S 1/4 CORNER SEC. 25
HELD PER (R1, R3, R4)
COCS 17112504
PT.N.F.
LOT
171
N 89042'17" W
660.64'
S 89°37'16" E, 660.56' (R4)
N 89°36'12" W, 660.52' (R1, R8, R9)
S. F. N. F. S 89°41'37" E (R5)
RECORD OF SURVEY
PARCEL 1, DOCUMENT 2021-16778
DESCHUTES COUNTY OFFICIAL RECORDS
IN THE SE 1/4 SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JULY 13, 2023 SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO DETERMINE AND MONUMENT THE BOUNDARY OF PARCEL 1 AS DESCRIBED IN THE BARGAIN AND
SALE DEED RECORDED AS DOCUMENT 2021-16778, DESCHUTES COUNTY OFFICIAL RECORDS.
THE BASIS OF BEARINGS WAS THE CENTER SECTION LINE AS MEASURED BETWEEN FOUND MONUMENTS.
HELD THE LINE BETWEEN THE FOUND AXLE AT THE SOUTH 114 CORNER AND THE 2° BRASS CAP SET AT THE W:E 1/64 CORNER AS THE
SOUTH LINE OF SECTION 25 AND THE SUBJECT PARCEL.
HELD THE 1164TH CORNER AS THE SOUTHEAST CORNER OF THE SUBJECT PARCEL.
HELD THE AXLE AT THE SOUTH 1l4 CORNER OF SECTION 25 AS THE SOUTHWEST CORNER OF THE SUBJECT PARCEL.
ESTABLISHED THE WEST LINE OF THE SUBJECT PARCEL BETWEEN SAID FOUND AXLE AND THE BRASS CAP AT THE CENTER SOUTH 1116
CORNER.
ESTABLISHED THE CENTERLINE OF SHEVLIN PARK ROAD FROM TIES TO SAID CENTERLINE IN (R7) FROM THE SOUTH 114 CORNER AND THE
W:E 1164TH CORNER OF SECTION 25 AND RECORD DATA PER (R7).
OFFSET SAID CENTERLINE 30.00 FEET SOUTHERLY TO ESTABLISH THE SOUTH RIGHT-OF-WAY LINE OF SHEVLIN PARK ROAD.
ESTABLISHED THE NORTHWEST CORNER OF THE SUBJECT PARCEL ON THE CENTER SECTION LINE AT ITS INTERSECTION WITH THE SOUTH
RIGHT-OF-WAY LINE OF SHEVLIN PARK ROAD.
ESTABLISHED THE NORTHEAST CORNER OF THE SUBJECT PARCEL BY HOLDING THE ROTATED BEARING FROM (R9) NORTHERLY FROM THE
W:E 1164TH CORNER NORTHERLY TO ITS INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF SHEVLIN PARK ROAD.
NOTE: THE MONUMENT FOUND AND REPLACED AT THE EAST CORNER OF THE LAND IN (R3) WAS NOT HELD AS BEING ON THE SOUTH
RIGHT-OF-WAY LINE OF SHEVLIN PARK ROAD.
CURVE DATA
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
Cl
2834.79'
280.02'
279.91'
S 6202610" E
5039'35"
Cl R6
2834.79'
280.06
279.95'
N 62030'56" W
05039'34.80"
Cl R7
2834.79'
5039'35"
C2
2834.79'
257.71'
257.62'
S 62038'42" E
5°12'32"
C2 R3
2834.79'
257.46'
257.37'
S 62038'16" E
C3
2834.79'
22.31'
22.31'
S 59048'54" E
0027'04"
C4
1462.39'
268.25'
267.87'
N 64050'40" W
10030'36"
C4 R3
1462.39'
268.31'
267.94'
S 64017'15" E
10030'44"
C5
1462.39'
78.82'
78.81'
N 71 °38'37" W
300617"
C5 R3
1462.39'
78.76"
78.75'
S 71005'12" E
3005'09"
C6
788.51'
43.28'
43.27'
N 71 °36'55" W
3008'42"
C6 R3
788.51'
43.18'
43.19'
S 71003'37" E
3008'18"
C7
1462.39'
347.07'
346.26'
S 66023'19" E
13035'53"
C7 R7
1462.39'
13035'52.916"
LEGEND
SET 30" X 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "AXIS MAPPING AND SURVEYING"
QQ FOUND 5/8" I.R. W/Y.P.C. MARKED "W&H PACIFIC" UNLESS OTHERWISE NOTED
I.R. IRON ROD
W/Y. P.C. WITH A YELLOW PLASTIC CAP
S.F.N.F. MONUMENT SEARCHED FOR, NOT FOUND, NOT SET
C4 cl>
5/8" I.R., NO CAP, SET IN (R2),
BADLY BENT,
MEASURED AT SPIN POINT,
BEARS S 76029'00" E, 0.50',
S 00'36'57' W 1. 57' (R6),
NOT HELD
SET 5/8" I.R. WN.P.C. STAMPED
"AXIS MAPPING AND SURVEYING"
S.F.N.F.
DESCHUTES COUNTY SURVEYOR
!� BY:
38+37.42
5/8" I.R., NO CAP, BENT, MEASURED AT SPIN
NOT HELD FOR RIGHT-OF-WAY LINE,
Cg
S.F.N.F.
BEARS S 00000'00" W, 1.92'
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SET IN (R2), REMOVED,
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S �,2- 6p �V ��,
3ET 5!8" I.R. W/Y P.C. STAMPED ��
o cd� z M 0)�
594�1Q
cc O 4 "E
94' 7Q'
AXIS MAPPING AND SURVEYING
0.5' BELOW SURFACE GRADE.
o ap o 'mom. o w o
co cp
89°43'08" E (i�3�
ST.N.F. .
Z zmz°'o
w
38"E,'
S 89°41'38" E, 205.96' (R2)
C6
z 1
i
\
N 89042'31" W -
179.32'
N 89042'14" W
72.09'
N 89041'55" W
71.86'
N 89040'47" W
66.60'
N 89041'12" W
65.95'
- T
N 89°4 W
° � " �
S 89 3716 E, 179.22 (R4)
LOT LOT
�
S 89 3716 E,
72.00' (R4)
S 89 3716 E,
72.00' (R4)
S 89 3716 E,
66.62' (R4)
S 89°37'16" E,
66.00' (R4)
.0 '
204.00'
° " ,
S 89 3716 E, 203.82 (R4}
LOT
LOT
LOT
LOT
LOT LOT
172 173
174
175
176
177
178 179
I I I NORTHWEST CROSSING, PHASE 5 1
AXIS MAPPING & SURVEYING COMPANY 1254 NW FRESNO AVENUE,
-- 106.90 106.91' R4 -
N 89039'35" W
107.72'
N 89°46' " W
99.23'
S 89037'16" E, 107.81 (R4)
2" BRASS CAP "TENNESON ENG.164"
LOT 7
SET IN (118) HELD PER (R2, R4, R6,
R7, R9)
LOT
SHEVLIN PARK
180
VI LLAS
BEND, QR 97703 541-728-8474
REGISTERED
PROFESSIONAL
LAND SURVEYOR
" OREGON
NOVEMBER 9, 2010
JOHN K. LUCE
78048
RENEWAL: 12/31 /24
13