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LOTS 2, 3 & 4 IN BLOCK 139 OF SECOND ADDITION TO BEND PARK LOCATED IN THE NW114
OF THE SE114 OF SECTION 5, T18S, R12E, W.M. CITY -OF BEND, DESCHUTES COUNTY, OREGON
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LOT 10
FD. 11.0 BELOW
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GRADE.
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LOT 9
LINE TABLE
(EAST N 300.00)R i
N89.58'35 "E N 299.91
LOT 8
LOT 7
(EAST N 300.00)R 1
N89'59'36 "E N 299.82
NUMBER
BEARING
DISTANCE
L 1
S89'58'41 "E
36.33
(EAST)R 1
EAST
36.43 R7
L2
N22'22'08 "E
16.23
(N22'30'E
16.24)R 1
N22'32'41 "E
16.20 R7
L3
S75'4237"E
60.55
(N75042'18"W
60.62)R5
N75'41 '39 "W
60.73 R7
L4
N00.02'31 "W
60.07
CURVE TABLE
(S89.57'05 "W N 444.96)R6
(N89'3 �)R3,R4
N89 30'45"W)R2
(EAST)R 1
N89'58'35 "E N 445.05
TAFT AVENUE
(EAST N 536.18)R 1
N89.58'35"E N 536.03
LOT 6
,/ N89'5835 "E N89'58'35 "E N89.5835 "E
N-S CHAINLINK J 49.99 49.99 49.99
EAST FENCE rs fo. s 0 00)R 1 frin 00)R 1 0 00)R 1
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(50. 00)R 1
(50. 00)R 1
(50. DO)R 1
(EAST)R 1
(EAST)R 1
(EAST)R 1
BLOCK 139 49.97 49.97 49.97
N89'59'36 "E I N89'59'36 "E I N89'5936 "E
J
N89'58'35 "E ^- 86.15
(EAST N 86.18)R 1
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LOT 1
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(66.40)R 1 cV N
(EAST)R 1
66.36 FD. f0.6 BELOW
N89'59'36"E GRADE.
v 43
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S89'59'50 "E N 423.44 _ � REMAINS
(EAST)R 1
(EAST N 423.41)R7
ROOSEVELT AVENUE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C 1
20.00
20.00
112*33' 11 "
112.30'00"
39.29
39.27
S33'4834 "E
S33'45'00"E
33.27
33.26)R1
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THE PURPOSE OF THIS SURVEY WAS TO LOCATE THE BOUNDARIES OF LOTS 2, 3 AND 4 IN
BLOCK 139 OF SECOND ADDITION TO BEND PARK AS DESCRIBED BY WARRANTY DEED
INSTRUMENT NO. 2023-07930 OF DESCHUTES COUNTY OFFICIAL RECORDS. RESEARCH OF
RELEVANT SURVEY RECORDS IN THIS AREA REVEALED THE PLAT FOR SECOND ADDITION TO BEND
PARK (CS05642), CS13370, PARTITION PLAT NO. 1998-41 (CS13380), LOT LINE ADJUSTMENT
NO. 1998-240 TO 1998-242 (CS13416), LOT LINE ADJUSTMENT NO. 01-129 TO 01-130
(CS14975) AND LOT LINE ADJUSTMENT NO. 06-185 (CS17025).
RECORD SURVEY MONUMENTS WERE FOUND, TIED AND HELD AS SHOWN. FOUND MONUMENTS, OF
UNKNOWN ORIGIN, ALONG THE EAST BOUNDARY OF LOT 1 AND AT THE SOUTHWEST CORNER OF
LOT 10 WERE RECORDED AND HELD BY PREVIOUS SURVEYS. THIS SURVEY ALSO HELD SAID
MONUMENTS TO CONTROL THE BLOCK CORNERS AS INDICATED. ANOTHER UNRECORDED 5/8"
REBAR WITH W&H PACIFIC CAP WAS ALSO FOUND AND HELD BY THIS SURVEY AT THE
NORTHEAST CORNER OF LOT 1. THE NORTHWEST CORNER OF LOT 10 WAS THEN CALCULATED VIA
BEARING -BEARING INTERSECTION. THIS INTERSECTION WAS PERFORMED BY PARALLELING THE
ESTABLISHED NORTH R/W LINE FOR TAFT AVENUE AND EXTENDING THE ESTABLISHED WEST LINE
OF LOT 11. THIS RESULTED IN MEASURED DIMENSIONS THAT FIT VERY WELL WITH RECORD
ORIGINAL PLAT DATA. WITH ALL BLOCK CORNERS THUS ESTABLISHED, PROPORTIONATE METHODS
WERE USED TO LOCATE ALL CORNERS OF LOTS 2, 3, AND 4.
MONUMENTS WERE SET ACCORDINGLY TO DEFINE THE EXTERIOR BOUNDARIES OF ALL THREE
LOTS AS NOTED.
DFSG%IitM COUNTY SMVEYOR
OEM
12_1101002_� _ 8yvCoLq'5
SCALE 1 " = 50'
0 25 50 100 FT.
T PfNVAM
UND HELD ON RA CAP CS13370 BY KENNETH
AD FISHER TH IRON) ROD OF UNKNOWN ORIGIN
FILED 0811811998. 5%8- SMOO
BEARS f N 19'E N 1.5 (N 17'2952 "E - 1.51)R5 FROM HELD MONUMENT.
•
FOUND AND HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "W&H
PACIFIC" PER CS13370 BY KENNETH A. FISHER FILED 0811811998.
a
FOUND AND HELD 5/8" IRON ROD (NO CAP REMAINS) PER PER PARTITION PLAT
NO. 1998-41 (CS13380) BY KENNETH A. FISHER FILED 0812811998.
O
FOUND AND HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "AXIS
MAPPING" PER CS18524 BY JOHN K. LUCEY FILED 0512212013.
SFNF
e
FOUND AND HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "W&H
PACIFIC" NO RECORD SURVEY FOUND.
O
FOUND AND HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "W&H
PACIFIC': NO RECORD SURVEY FOUND. PREVIOUSLY FOUND AND NOTED PER
CS14975 AND/OR CS18524.
0
FOUND AND HELD 5/8" IRON ROD OF UNKNOWN ORIGIN. ASSUMED TO HAVE BEEN
SET PER UNRECORDED W&H PACIFIC SURVEY. PREVIOUSLY FOUND AND NOTED PER
CS13370. SEE NARRATIVE.
O
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527�
L 1
LINE DESIGNATION - REFER TO TABLE FOR DATA.
Cl
CURVE DESIGNATION - REFER TO TABLE FOR DATA.
-----
DIMENSION LINE.
SFNF
RECORD MONUMENT SEARCHED FOR - NOTHING FOUND OR SET.
(
)R1
R SECOND ADDITION TO BEND PARK (CS05642)
BYCROBERTORD
BAGOULDEDA� DA04PER /29/19
(
)R2
RECORD DATA PER CS13370 BY KENNETH A. FISHER FILED 0811811998.
(
)R3
RECORD DATA PER PARTITION PLAT NO. NO. 1998-41 (CS13380) BY KENNETH A.
FISHER FILED 0812811998.
(
)R4
RECORD LINENO. 1998-240, 241, 242 (CS 13416) BY
L�
DA.T
KENNETH FISHER LED 1010611998ADJUSTMENT
(
)R5
DATAPER LINED UST ENT NO. 01-129 AND 01-130 (CS14975) BY
ADJUSTMENT
PEEORD R A.D EY FILO D
(
)R6
RECORDPER LOT LINEADJUSTMENT NO. 06-185 (CS17025) BY PETER A.
ECOR DATA
FILED
MANLEY5.
(
)R7
RECORD DATA PER CS18524 BY JOHN K. LUCEY FILED 0512212013.
BASIS
OF BEARINGS
BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION"
AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP
PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE. 44'02'36.04874" N. BASE LONGITUDE. 121'18'43.59313" W.
ASSUMED BASE NORTHING. 199242.11 FT. ASSUMED BASE EASTING: 246136.85 FT.
ELLIPSOID: WGS84 SCALE. 1.000192722 PROJECT HEIGHT: 3585.28 FT.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
D IZI,5/Z¢
OREGON
JMLY 2% 1991
JERRY D. STICKER
2527
RENEWS 6130126
PREPARED FOR:
THS PROPERTIES, LLC
63591 O.B. RILEY ROAD
BEND, OREGON 97703
PREPARED BY:
PRECISION LAND SURVEYING, INC.
P.O. BOX 2062
REDMOND, OREGON
97756
(541) 548-6092
DECEMBER 5, 2024
SHEET 1 OF 1
DRAWN BY: J.S.
JOB NO. 24/62
EP: THS BNDY
ACAD: 2462BNDY
(:S 2 1 4 2 6